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Home My WebLink AboutGeotech Assessment District 155 Jun.7,1989 I ,I '. J I I 1 J ] :1 ] ~I ]I ] ~. ~. ~ I J J J~ ; ~ Associates Schaefer Dixon REPORT ON GEOTECHNICAL INVESTIGATION ASSESSMENT DISTRICT NO. 155 PARCEL MAP 24085, 24086, 21029, 21382 AND 21383 RANCHO CALIFORNIA RIVERSIDE COUN1Y, CALIFORNIA FOR: JOHNSON & JOHNSON, INC. 29400 Rancho California Road P.O. Box 1027 Rancho California, California 92390 BY: SCHAEFER DIXON ASSOCIATES, me. 22 Mauchly Irvine, California 92718 June 7, 1989 9R-4332C I ~" I I I I I I I I I I I I I I I I I Engineers. Geologists & Environmental Specialists Fax 714 727-3347 714 727-3223 22 Mauchly Irvine, California 92718 -, , '--'--."~" . I " ->./';....,. ... -"~._':'~'" ":'--:.' , , S h f D' Associates c ae er Ixon 9R-4332C Schaefer J. Dixon EllisJ. Jones Robert J. Lynn Paul Davis JamesJ.Weaver William J. Monahan E.J. Parrish John J. Butela Joseph F Montagna - Bernard J. LaRue Kyle D. Emerson Michael L. Leonard Timothy S. Simpson June 7, 1989 Johnson & Johnson, Inc. 29400 Rancho California Road P.O. Box 1027 Rancho California, California 92390 Attention: Mr, Dean Allen Subject: Report on Geotechnical Investigation Assessment District No. 155 Parcel Map 24085, 24086, 21029, 21382 and 21383 Rancho California Riverside County, California Gentlemen: We are pleased to submit this report in accordance with our proposal dated December 7, 1988, signed and accepted by you on December 12, 1988. This geotechnical report documents the locations of surface traces of faults and the 1987 ground fissure across the property. In addition, we present an assessment of the potential for liquefaction and future ground surface rupture. Results of our investigation indicate that one, distinct, throughgoing fault with evidence of Holocene-age activity crosses the property. A branch of this fault coincident with the 1987 ground fissure curves northerly with Holocene displacement decreasing to the north. Recommendations are provided for building setback limits from these features. Soil liquefaction caused by earthquake shaking is anticipated within the low-lying area of the property. The effects of potential soil liquefaction can be mitigated by proper design. The studies were performed largely by Ann O. Meeker, Senior Geologist, under the supervision of Paul Davis, Principal Engineering Geologist and Nicholas Selmeczy, Senior Engineer. Dr. Roy J. Shlemon, consultant to Johnson & Johnson, Inc., reviewed the field activities and a draft of this report. \ OrangeCounly Los Angeles Inland Empire I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C The studies were performed largely by Ann O. Meeker, Senior Geologist, under the supervision of Paul Davis, Principal Engineering Geologist and Nicholas Selmeczy, Senior Engineer. Dr, Roy J. Shlemon, consultant to Johnson & Johnson, Inc., reviewed the field activities and a draft of this report. We sincerely appreciate the opportunity to work with you on this interesting project. If you have any questions regarding this report, please contact the undersigned at your convenience. Respectfully submitted, SCHAEFER DIXON ASSOCIATES, INC. {b.11/ttL-1 at8c{'l.~7r W Paul Davis Principal Geologist C 20 ;ttyc4 k Nicholas Z. Selmeczy Senior Engineer PD:NZS:MLL:dk/R Distribution: (8) Addressee (1) Dr. Roy J. Shlemon v I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C TABLE OF CONTENTS PAGE 1.0 INTRODUCTION ....................................................,..............................................1 1.1 Site Location ........................,......................,..,...............................................1 1.2 Purpose and Scope of Investigation ............................,............................1 1.3 Site Conditions and Proposed Construction ..............,............................2 1.4 Geologic Setting ............................................................................................3 1.5 Previous Studies ............................................................................................3 2.0 SUMMARY OF CONCLUSIONS .......................................................................4 3.0 INVESTIGATION OF GROUND FISSURE AND FAULTING POTENTIAL .........................................................,...........................5 3,1 General Approach ........................................................................................5 3.2 Aerial Photography Review ........................................................................6 3.3 Reconnaissance Geologic Mapping ,..............................,..,.......................7 3.4 Exploratory Trenching .........................................................................,.......7 3.5 Cone Penetrometer Testing (CPT) ..............,...........................................8 4.0 RESULTS OF GROUND FISSURE AND FAULTING STUDY .............8 4.1 Surface Fissures and Photolineaments .....................................................8 4.2 Interpretation of Trench Logs and CPT Correlation Lines .............12 4.2.1 Results of Trench Logging .......,.........................,..,..................12 4.2.2 Results of Cone Penetrometer Test Sounding Correlations ..................................................................................14 5.0 CONCLUSIONS AND RECOMMENDATIONS - FISSURE AND FAULT STUDY ....................................................................................................16 5.1 General Findings ........................................................................................16 5.2 Recommended Restricted Use Zone .....................................................16 5.3 Basis for Establishing the Width of the RUZ .....................................17 6.0 EVALUATION OF LIQUEFACTION POTENTIAL ..................................18 6.1 Field and Laboratory Investigation ........................................................18 6.2 Subsurface Conditions ...............................................................................18 6.2.1 Subsoil Conditions ......................................................................18 6.3 Site Seismicity ............................................................................................. 19 17 I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C TABLE OF CONTENTS PAGE 6.3,1 Maximum Credible Earthquake ..............................................19 6,3,2 Estimated 100-year Probable Earthquake .............................19 6.4 liquefaction Analysis ................,................................................................21 6.4.1 Analysis Procedures ....................................................................21 6.4.2 Results of Analysis .....................................................................21 6.5 Effects of liquefaction ........,.....................................................................21 6.5.1 Bearing Capacity .............................................,...........................22 6.5.2 Surface Subsidence .....................................................................22 6.5,3 Lateral Spreading ......................,................................................22 7.0 GEOTECHNICAL ENGINEERING EVALUATION .................................22 7.1 Slope Stability ..............................................................................................22 7.1.1 Cut Slopes ....................................................................................23 7.1.2 Fill Slopes ........................................................................,............23 7.1.3 Design and Grading Recommendations ................................23 7.2 General Grading Recommendations ..........................,............,..............24 7.2.1 Clearing and Grubbing ..............................................................24 7.2.2 Removal of Uncontrolled Fill and Loose Artificial Fill ................................................................................ 24 7.2,3 Preparation of Areas to Receive Fill .....................................24 7.2.4 Placement of Compacted Fill ..................................................25 7.3 Settlement Due to Fill Placement ..........................................................25 7.3.1 Foundation Design .......................................,.............................25 7.3.2 Expansive Soils ............................................................................26 7.3.3 Concrete Slabs-on-Grade ..........................................................26 7.3.4 Lateral Loads .................,......,......................................................26 7.3.5 Shrinkage and Subsidence ........................................................27 7.3,6 Post-Investigation Services ........................................................27 REFERENCES ft)m:@I~\YI(mt I' APR171!1O .>> "IVt..\~COUNT't n... .' :-::on PlANCHFCK t:.... I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C APPENDIX A APPENDIX B APPENDIX C APPENDIX D APPENDIX E APPENDIX F APPENDIX G FIGURES 2-12 FIGURE 13 PLATE 1 PLATE 2 TABLE OF CONTENTS LIST OF APPENDICES lRENCH LOGS SDA-A TIIROUGH SDA-E METHODS AND INTERPRETATION OF CONE PENETROMETER TESTING CONE PENETROMETER GRAPffiCAL LOGS INTERPRETED CPT RESULTS BOREHOLE EXPLORATION LABORATORY TEST RESULTS LIQUEFACTION ANALYSIS - SAMPLE CALCULATIONS LIST OF FIGURES TRENCH LOGS - SDA-4 TIIROUGH SDA-ll CPT LINE A LIST OF PLATES GEOTECHNICAL MAP CPT LINE B ~ I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C 1.0 INTRODUCTION 1.1 Site Location The site consists of approximately 450 acres in the Rancho California area of Riverside County, along the western side of the Temecula Valley (Figure 1). Diaz and Winchester Roads intersect at the extreme east comer of the parcel. The property is roughly rectangular, except for an existing industrial park which cuts into the rectangle at the east side of the parcel. The property is bounded on the southeast by light industrial buildings and a water storage basin and associated facilities of the Eastern Municipal Water District (EMWD). Channelized Murrieta Creek lies just outside of, and parallel to, the northeast property line, The remainder of the parcel is bounded by undeveloped terrain. 1.2 Purpose and Scope of Investigation The principal purpose of this investigation was to identify and evaluate geotechnical factors which could significantly affect planning and development of the property. Specifically, we have addressed (1) the potential for ground surface fissuring and surface faulting, (2) liquefaction potential of alluvial soils, and (3) general grading and foundation requirements, such as depths of removal and soil strengths. Out scope of work consisted essentially of the following tasks: . Review of available geotechnical reports and maps pertinent to the property, including recent reports by other geotechnical consultants for this and adjoining properties; . Interpretation of vertical, stereographic aerial photographs; Geologic mapping of the property at a base map scale of 1 inch equals 200 feet; Excavation of a total of 11 backhoe trenches, totalling 1,065 lineal feet, logged at a scale of 1 inch equals 5 feet. The general depth of trenches was approximately 10 feet, with a maximum of 20 feet. Shoring was placed where necessary; . . . Advancement of Cone Penetrometer Test (CPT) soundings to (1) assess the lateral continuity of substrata for interpretation of ground-fissure potential, (2) provide soil strength values for assessing liquefaction susceptibility, and (3) provide correlation -1- G I I I I I I I I I I I I I I I I I I I . Associates Schaefer Dixon w ~ c t> <II M M ~ a: ell t:i z t; w a a: 0.. ::..~ ~. I NDEX MAP REFERENCES: -CALIFORNIA SPECIAL STUDIES ZONE MAPS MURRE ITA AND TEMECULA QUADRANGlES (EFFECTIVE 1980). KENNEDY. M,P.. (1977). -MAP OF KNOWN FISSURE LOCATIONS AND AREAS OF POTENTIAl SU8SIOENCE. BY RIVERSIDE COUNTY PlANNING DEPARTMENT. UNDATED, ~ NORTH I o I 2.000 I 4.000 FEET REGIONAL GEOLOGIC MAP FIGURE 1 '\ I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C with engineering properties of subsurface soils for preliminary geotechnical rec- ommendations in areas where subsurface data were absent or sparse. A total of 1,465 lineal feet of CPT soundings (21 individual soundings) were taken along two CPT lines (shown on Plate 1) and at scattered locations around the site. Soundings were taken to depths of between 25 and 82 feet, at lateral spacings of between 75 and 700 feet; . Drilling of seven borings to depths of 20 to 50 feet for calibration of CPT soundings and to obtain relatively undisturbed and bulk samples for laboratory testing of soil strength parameters; . Laboratory testing of representative soil samples to evaluate their behavior and engineering properties. Physical tests included grain-size, Atterberg limits, moisture-density, direct shear and one-dimensional consolidation; and, . Geotechnical analysis was performed for preparation of this report and accompanying graphics. 1.3 Site Conditions and Proposed Constrnction Topography within the property varies from the nearly flat-lying alluvial floodplain of Murrieta Creek on the north and east, to gentle rolling hills that increase in steepness to the southwest property boundary. Elevations are from about 1,020 to about 1,210 at the east and west corners of the property, respectively. Several small canyons and ravines direct drainage from the property and offsite higher elevations to the northeast, towards Murrieta Creek. Some of these ravines have been deeply incised, Small earthen darns have been constructed across the more significant natural drainage channels within the property, for watering stock. Several of these low earthen darns have been breached. The extreme southerly part of the property has been graded as large level pads. Some concrete debris and dumped fill piles are also present in this area. Several low slopes and ridgelines at the southerly part of the property and other areas of the site have been used as sand borrow sites. No buildings are present within the property. Vegetation generally consists of low grasses and weeds on the more gentle slopes, with dense chaparral along the higher western slopes. -2- 8 I I I I I I I I I I I I I I I I I I I , Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C The subject parcels are planned for commercial development. It is our understanding that most of the buildings will be one- or two-story concrete tilt-up type structures, similar to the existing construction that adjoins the property on the east, 1.4 Geologic Setting The project site lies within Temecula valley -- a broad structural and topographic trough bounded by low hills on the northeast and by steep and rugged slopes of the Elsinore Mountains on the southwest (Figure 1). The valley trough at the project area is approximately one mile wide, bounded by the Wildomar fault on the northeast and the Willard fault (zone) on the southwest flank. The main trace of the Willard fault zone reported by Kennedy (1977) crosses the site just inside the western property line (Figure 1). Several secondary fault traces trend northwestward across the elevated portions of the property, subparallel to the main trace. A series of photo lineaments coincides with some of these fault traces. Several northwestward-trending photo lineaments were also observed along the valley floor. One lineament coincides with portions of a fault at the slope break across the center of the property. Another uncommonly strong photolineament on the alluvial floodplain coincides precisely with the 1987 ground fissure. The photolineaments have been labeled SDA-L-1 through SDA-L-4 for descriptive convenience. The faults, photo lineaments and other pertinent geotechnical features are depicted on accompanying Plate 1 (pocket). The property is underlain by Pleistocene-age Pauba Formation sediments in the hilly terrain, and by late Pleistocene to Holocene-age alluvial floodplain and fan deposits on the valley floor. Metamorphic basement rocks assigned to the Bedford Canyon Formation are present at higher elevations, offsite to the west. 1.5 Previous Studies The most pertinent geologic description of the site region is by Kennedy (1977). His geologic map of the area is used as a base for the Regional Geologic Map, Figure 1. An investigation of the location and age of the Willard fault was performed by Schaefer Dixon Associates, Inc. (1987) in the foothills immediately southeast of the subject site. That study, based largely on over 2,000 feet of backhoe excavations, concluded that the Willard fault in that adjoining area was inactive. -3- <\ I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C Geotechnical reports for the subject property were prepared by Leighton and Associates (1986 and 1987). Their reports did not recognize or address the potential for ground fissuring in the area, which occurred in late 1987. Subsequently, Schaefer Dixon Associates (SDA) performed subsurface exploration within a portion of the subject property as part of a broader study of the 1987 ground surface fissures. In addition, SDA has investigated the 1987 ground surface fissure in some detail southeast of the subject property in the former Rancho California airport area, for Bedford Properties, Inc. (1987b). These data, where pertinent, have been used to supplement the data base for this report. 2.0 SUMMARY OF CONCLUSIONS Potential for Ground Fissuring and Faulting (1) In 1987, ground fissures opened across the central part of the property along pre-existing, unmapped faults with normal, down-to-the-east, displacements. These faults extend off-property to the northwest and southeast. (2) These pre-existing faults can be traced along discrete, readily-defined narrow zones that exhibit evidence of repeated or continued displacements during Holocene and pre-Holocene time. (3) This coincidence of historic surface fissuring with pre-existing faults suggests that potential sites of ground fissuring and accompanying differential subsidence are predictable. (4) Ground fissuring will most likely occur along the established traces of historic and Holocene displacements. It is not expected that ground fissures will occur in portions of the property away from pre-existing Holocene faults. (5) The principal mechanisms for modern ground fissuring may be (a) localized differential compaction associated with ground water withdrawal, (b) natural consolidation of sediments, (c) aseismic tectonic creep, or, more likely, (d) some combination of items (a) through (c). (6) Although the 1987 ground fissure displacements were relatively small, commonly immeasurable, and were not known to be associated with either abrupt ground movement or recorded seismicity, such displacements have been sufficient to damage buildings in the Rancho California area southeast of the subject property. -4- \Q I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C (7) Fault traces along which ground fissures, displacements or differential subsidence are likely to occur have been incorporated within a recommended Restricted Use Zone, Plate 1. Potential for Soil Liquefaction (1) Potentially liquefiable soil zones are present in the lower-lying alluvial area of the site. (2) Reduction of bearing capacity for shallow spread footings is not anticipated as a result of soil liquefaction. (3) Surface subsidence-induced soil liquefaction is estimated to be in the range of 0.1 inch to 1.4 inches and should be considered in foundation design. (4) The potential for lateral spreading induced by liquefaction is considered to be low and can be reduced or mitigated by proper design. Design Considerations for Slopes and Building Foundations (1) The construction of 2:1 cut slopes in the Pauba Formation and 2:1 fill slopes made of on-site soils appears to be feasible, at least to an approximate slope height of 70 and 20 feet, respectively. (2) The design and construction of commercial buildings with shallow spread footings appears to be feasible. The tentative bearing capacity for such footings is anticipated to be on the order of 3,000 psf. 3.0 INVESTIGATION OF GROUND FISSURE AND FAULTING POTENTIAL 3.1 General Approach Identification of areas with a potential for ground fissuring and faulting is based on an investigative approach developed from previous studies in the Rancho California area. Known ground surface fissures and suspected fault traces were investigated with exploratory trenches and lines of Cone Penetrometer Test soundings, aligned perpendicular to structural trends. The trench logging and CPT correlations revealed that the ground-surface fissures extend upward from pre-existing faults. In each case, the trenches -5- ~ I I . . '. . I . . . I . . . . . I . . Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C exposed a zone of faulted or disrupted alluvial strata and/or abrupt stratigraphic dis- continuities that were readily recognizable between CPT soundings placed across their trace. Equally significant, trenches and CPT soundings in areas away from surface fissures generally encountered laterally continuous, near-horizontal strata with no evidence of disruption. Results of previous studies by SDA (1988) in nearby areas also clearly related ground-surface fissures to readily recognizable subsurface geologic structures and stratigraphic discontinuities within the near-surface alluvium. An investigative approach was thus developed to identify areas with a potential for ground fissuring and near-surface faulting in the site, namely: 1) Identify and map photolineaments, and, as appropriate, assess the possible origins of these lineaments. 2) Correlate a line of CPT soundings placed nearly perpendicular to the observed or suspected fault or fissure traces and, 3) Log trenches placed across their traces and projections. This sequence of investigative techniques was used to delineate the extent of existing and potential fissure traces and near-surface faults. Interpretation of stereographic pairs of aerial photographs was especially useful to assess potential ground fissuring beyond the 1987 fissure traces. A CPT line was placed across the eastern half of the site, across several photolineaments. Where correlation of CPT soundings indicated an anomalous zone of disruption at depth, a trench was placed to determine whether the anomaly extended to younger, near-surface strata. 3.2 Aerial Photography Review Stereo-pair aerial photographs flown in 1962 and 1974 at scales ranging from 1:12,000 to 1:63,360 were studied to identify photolineaments which trend across or towards the site. Lineaments are graphically depicted on Plate 1, and labeled L-l through L-4A and L-4B for descriptive convenience. The interpreted photolineament locations helped to form the basis for locating trenches and CPT soundings. Results of our photo- interpretation are discussed in Section 4.1. The stereo-pairs of photographs used in our study are listed on Table 1. -6- \1) I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C 3.3 Reconnaissance Geologic Mapping Ground locations of photolineaments and surface fissures were checked by reconnaissance mapping. Some lineaments, upon field verification, were determined not to be related to subsurface geologic structures, but, instead, were apparently related to man-made features such as fence lines and cultivation patterns. Surface fissures within the site had been previously located by SDA personnel in the field from surveyed structures (Le. buildings, streets, curbs) using a hand-held tape. Their map locations are depicted on the Geotechnical Map (Plate 1). The ground fissures first observed in late 1987 have since been filled by cultivation and re-grading and are not preserved. 3.4 Exploratory Trenching Sixteen backhoe trenches (SDA-A through SDA-E and SDA-l through SDA-11), with a total length of 2,665 linear feet, were excavated and logged across areas where faults and fissures were suspected. Eight trenches were placed across a northerly projection of the 1987 ground fissure and photolineament (L-l) (Plate 1). Five trenches were positioned along a slope-break near the center of the property. Trench SDA-lO was excavated in a tilled field along a projection of the break-in slope. Trench SDA-9 was positioned across a subsurface anomaly observed between CPT soundings. Lastly, SDA 11 was placed across an apparent alignment of offsite slope breaks, projected into the property from the south. Five of the trenches (SDA-A through SDA-E) were excavated and logged in 1988 as part of a regional study by SDA, not previously reported. The trenches were excavated using a large trackhoe with a 30 inch wide bucket, to a maximum depth of 20 feet. Shoring was placed as necessary. A wall of each trench was prepared for logging by removing all caked and smeared materials with hand tools to expose a fresh surface. A string and nail baseline was leveled, and geologic features were measured by hand-held tape from the baseline. The trench walls were mapped , at scales of one inch equals five feet (1:60). The positions of lithologic contacts and planar features (cracks, fractures and faults) were preserved with nails and flagging for ease of logging. Unit colors are presented using Munsell notation. Logs of Trenches SDA-l through SDA-11 are presented as Figures 2 through 12. Trench logs for SDA-A through SDA-E are included in Appendix A. -7-. ,\1:; I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C 3.5 Cone Penetrometer Testing (CPT) Two lines (CPT Lines A and B) totaling 1,465 lineal feet of CPT soundings at 50 to 150 feet intervals were positioned across the alluvial flood plain to intercept northwest-trending geologic structures. Soundings were more closely spaced in areas where field interpretations suggested anomalies between soundings. CPT Line A was sited across the valley alluvium perpendicular to the projection of Uneaments L-l and L-2. CPT Line B was established across the 1987 ground fissure as part of a previous study. In addition, eight individual sounding were placed throughout the site area at select locations to characterize the subsurface materials. Locations of the CPT lines and individual CPT soundings are shown on Plate 1. The CPT is particularly applicable to the site studies where horizontal strata are identifiable and thick alluvial sediments and groundwater inhibit deep trenching. The CPT was used to delineate near-horizontal subsurface beds to an average depth of about 60 feet. Cone penetrometer sounding logs, graphical charts and interpreted data are presented in Appendices Band C. CPT Line A subsurface profiles are shown on Figure 13. CPT Line B is presented on Plate 2. 4.0 RESULTS OF GROUND FISSURE AND FAULTING STUDY 4.1 Surface Fissures and Photolineaments The ground-surface fissures known to have formed in 1987, mapped by this firm in early 1988, extend northerly from behind the existing commercial buildings across agricultural fields, for approximately 400 feet. The trace was comprised of an alignment of one- to two-feet deep open fissures and depressions, with an overall trend of N40W. Subsequently, all traces of the ground-fissures have been destroyed by tilling or geotechnical exploration. No new fissuring or cracking has been observed. An evaluation was made of the relationship between the 1987 ground-surface fissures and photo lineaments, A strong, dark lineament that coincides with the fissure can be clearly seen on 1962 aerial photographs, although the coverage is somewhat limited. The same lineament is not as well-defined on 1974 photographs, evidently due to continued plowing. The relationship between photolineaments and ground fissures is discussed in the following paragraphs. The interpreted photo lineaments are shown on Plate 1. A summary of photolineament characteristics L-l through L-4A and 4B is presented in Table 1. -8- \~ I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C Photolineament L-l Lineament L-l extends into the southeast portion of the property from the area of the adjacent buildings along Rio Nido Avenue. It is characterized as a very distinct, dark line, slightly curvilinear to the north, which terminates abruptly at a point some 1,150 feet within the parcel. This strong photolineament observed on 1962 aerial photographs, coincides precisely with the 1987 ground fissure, and extends beyond the fissure approximately 700 feet to the northwest. The lineament on the 1962 photographs appears to reflect a subtle ground escarpment along its entire length; the ground surface east of the lineament appears to be a few feet lower than on the west. The photo lineament terminates between trenches SDA-3 and SDA-4. Photolineament L-l clearly reflects the trace of a historic ground fissure which existed at least since 1962 (the date of the oldest photographs observed), and probably earlier, along which the ground surface appears to be lower on the east. . Photolineament 1.-2 Lineament L-2 is a relatively short, broad, indistinct lineament which extends from Lineament L-l for some 1,200 feet northwestward along the toe of slope. The lineament apparently coincides with vegetation and soil moisture changes at the contact of the Pauba Formation and floodplain alluvium. Trench SDA-I0 was placed across this photolineament. Photolineament 1,-3 Lineament L-3 trends northwestward across gentle slope saddles and slope breaks just above the valley floor. It is generally indistinct and forms a series of discontinuous vegetation tonal changes, in general alignment with offsite Lineament L-6 of SDA (1987). At least portions of Lineament L-3 appear to coincide with minor intra-Pauba pre-Holocene faults. Photolineaments I AA and L-4B Subparallel Lineaments L-4A and L-4B are relatively straight, continuous and coincide with Lineaments F and G, respectively, of Leighton and Associates (1987), and also align offsite to the southeast with Lineament L-l of SDA (1987). They are defined by near-parallel alignments of broad tonal changes in vegetation, and follow slope breaks and ridgeline saddles. Lineaments L-4A and L-4B coincide with intra-Pauba faults that -9- \~ I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C are judged onsite to be pre-Holocene in age (Leighton and Associates, 1987), and align with documented pre-Holocene faults offsite (SDA, 1987). These photolineaments are depicted on Plate 1, Geotechnical Map, by symbol. -10- \V:> I I I I I I I I "'~~ '" CO '''''" ...c" '" ~ "'.... 0 ~.. :J ~... '" "'~ "'0 "" " ~ o " " n I I I I I I I I I .... ,. CD .... m ~ '" c: " " ,. '" -< o ~ "0 '" o .... o .... z m ~ m z .... n '" ,. 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Ul ... ::J Ib -..., z ~"B-~' ~o ~ -:&;' ~~~'< g.:: lIln'~' g ;ig V1=-~ ~.. ~Q.:;o ..... g n 0.. to Q. R; C1l" ...."'8 C/l _. en z: -: ~ ..,;- 0 ~ ...... 0" -: (fI ; ~ .. V1O"....::Jr+O mr+ ..., V1(,1lQ)_ '0..010011:I rtO 00 .........:J ~......,m::J..... -:I ::JI>> ~C"(Qn ~11~~~-< g~ li'O~..a. ..~-<~..r+ o a:: mtD"tJ 0'l'tJ IDn cnr-"'tJnr- mUln ..........m ........O.,wS!.,::JO . '""100 ""-0 0.....)( ....rtr+Q)'a;Ort:J mQ'o.O::J::J O::J Vlrt ~,::r::r:::l!. i:;'~. i~.CD .....iffi ...OfP ...r-...'<..... .,fP:J ......,:J ~ n ii~a. "5'''02.o..~ l5 ~~l5-g. 0C'"~ ,,(I) ... ~ 3 ~ ~.. en 65 ?... 65 ~ ... ~ ~ ~ .... o 3 0.. III ......... C Ill.. 0 -" III _ m". a n ...g ...to'5'; _. III ~:::::: ~~5' . nO i :r...O~~CDa."'8~ oo'g(l)ffi 011I" o~ ~ fPr-~IlI;m;;;..,g ~(I)rZllI -...~ a~ z en'.,:J:J.....~.fI) ....a::;ffi .....<i1l _'ne: m-"~Q.... ....0 ....:J:J Ollla E'" ~ . en g(l) fl~:J ~g.......~::: (Drv-< c 1lI:J III ~... g: ~.....! "r- fI)...... >a.....,... 0" (I).... ~ '<. "'" .. 5'" 11I....-<" ;;i;llll'" ~ af9 ......11I c n " m n .... 'O.....OCDcr., 3.,0. o a:: (1)(1) t>>....c ID 0 0"'''' niO.... 0-' ....~ ~CD(I):J"'Ul:r:r ...::J (I) (I) .,... ... _:::J,':r(l)fPI'D 0"'(1)' ..:r ID ...o't);Q.nCD .............> ~...."r- ~O"O...O~ O:J.,....OO 0a.:J'" .....011I. -.-.::I"'OO:r ~.ff::g 5';' CD::;..... g C1l s.N ~ ft~ 5' I'D ;,...%....0 ~fPDl" ., 11I0 CUlOg)O...... IDfPO~_. mO.' III .0.....0., .....0....'0 .. aCD ft r- .... ~ UI .... ~.... 5' :;. - fr ~ enmocr.... Oc'" .....~ CD~.ID UI ." m:J fP iii a:: ffi ..... cr crll UI c.... . ... m -n CD ::'ClIo . o..~UI"" enlDm .....<0.. :r30"., fP ....... me.. 0 ....ID i1l ., ., 0 CD en :J:r11l ?~;:;. icUl ~~.ellC ~ C ~"":J ell.... 3 "'C o~.a.r- >~a.a~ ......::::3~ IlIg!. ~,,:Jg:~ m ~ .. ~ ;g~5':; a.~;...... :::'~:;!:i 0 '0 ......."'" ~oo III 0.. ~::'CII ~!ta.:> :--g"~ ;.~;. :r3~!.~ C':l .... CDS. i;l -. IDmell ....=:.........fP Z o !mlll o~'g .....~ ~,<.:r~ .............a. ...mUl <gm 0 11I_. ............. III ~ C Ql CCl C ., n fI) UI'OOC (I).....a:: .......... ....0~U1U1 .... co..... ....... .... ........ ... 0 ....:r 0 c f::jff~t c:~;. ~;ll !.~;;;'c:n; ~"';"...... ,. Nf\J...:n~'" 0'" ~ I I' 0 ~O-O- ~ ~NN 0 :: '" - ~ -I ...."'. . '" - , . 'Oo-::'CII C "'- . ~ < '" . -;~-; " " "f ~ ..rv~...... ~ 00 x 003 . ~~;"' 'v' , I I J9,aRIj:lS UOX!C saJR!:lOSSY I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C 4.2 Interpretation of Trench Logs and CPT Correlation Lines 4.2.1 Results of Trench l,olrging Photo lineament analysis and exploratory trenching have delineated a sinuous, throughgoing, previously unmapped fault that trends northwest-southeast across the property along the base of the foothills (Plate 1). This fault is part of a longer, pre-existing fault that continues beyond the property to the northwest (Leighton & Associates, 1988) and southeast (Schaefer Dixon Associates, 1988). The fault bifurcates near the southeast property line to form a branch that trends more northerly, across the valley floor. The 1987 ground fissure coincided with a portion of this northerly branch fault. Both the main, throughgoing fault and its offshoot display downdropped units to the east, but exhibit significant differences in continuity and styles of deformation. For example, the main fault forms a discrete, well-defined plane with topographic expression which separates Pauba Formation and younger sediments on the west from alluvium on the east across the property, and beyond, In contrast, the branch fault consists of a zone of disrupted strata and ground fissures that dies out rapidly to the north, with no present geomorphic expression. The main fault trace and its branch are characterized in more detail below. Characteristics of the Main Fault A main, through-going fault closely follows the break-in-slope at the base of the foothills across the site (Trenches SDA-5 through SDA-8, SDA-E and CPT Line A). Fault orientations range from N70W to N5E, subparallel to the gently sinuous front of the foothills. The sinuous sections of the fault trace are apparently comprised of short, straight, en-echelon fault traces within a relatively narrow zone. Typically, the fault dips basinward between 40 and 60 degrees. This fault generally consists of a single, distinct, clay-lined plane. Near the ground surface the planar fault surface grades into an irregular, erosional contact. Locally, the main fault surface is bracketed by a zone of disrupted strata (Trenches SDA-8, SDA-lO and SDA-E). The zone of disrupted strata which comprises the main fault ranges from 13 to 25 feet wide. West of the main fault break, this zone of disrupted strata is generally characterized by down-dragged and faulted Pauba Formation strata. East of the main break, minor -12- \Cb I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc, June 7, 1989 9R-4332C offsets within alluvial strata, soil in-filled fractures, and continuous fracture concentrations define the limits of the zone. The lack of correlatable units across the main fault break provides a minimum apparent vertical offset of about 10 feet, limited to the trench excavation depth. A trace or subparallel branch of the main fault could be construed as aligning with the base of the foothills, offsite and southeast of the property. Accordingly, Trench SDA-ll was placed at the extreme southeast portion of the site, about 340 feet from the property line (Plate 1), This trench lies astride the apparent alignment of slope breaks projected northwestward. The trench exposed a thick section of dense alluvial deposits uncon- formably overlying Pauba sediments. A moderately well-developed argillic B horizon soil profile had formed on the alluvium. These relatively old (pre-Holocene?) alluvial strata were unbroken and unfaulted throughout the 100 feet length of the trench (Figure 12). Characteristics of the Branch Fault In contrast to the sinuous main fault, the branch fault forms a discontinuous, linear feature without geomorphic expression. The branch fault trends northerly, approximately 1,000 feet from its juncture with the main fault. Dips on this fault plane range from 70 degrees easterly to vertical. The branch fault varies from a single, main break with no correlation of units across the fault (Trench SDA-D, Appendix A) to unbroken, slightly warped down-to-the-east alluvial strata (Trench SDA-l through SDA-3), to a slight thickening of the upper soil horizons (Trench SDA-4). No evidence of the branch fault was observed in Trench SDA-9, at CPT Une A approximately 500 feet north of the thickened soils in Trench SDA-4. The degree of strata disruption, in general, decreases from south to north, with apparent vertical offset or down-warping diminishing in SDA-l to SDA-4 from over 14 feet to one to two feet, within a distance of about 400 feet. A zone of disrupted strata occurs along the branch fault. This zone ranges from 20 feet at the southerly end to only four feet near its northerly extent, where the fault appears to die out in near-surface soil horizons. The limits of the zone are defined by warped alluvial strata, in-filled fractures and concentrations of krotovina. -13- "0.,, I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc, June 7, 1989 9R-4332C These Holocene faults along the valley floor are evidently separated structurally and temporally from the Willard fault traces located at higher elevations to the west. Unlike the faults on the valley floor, the Willard traces form linear, intra-Pauba displacements with little to no geomorphic expression. 4.2.2 Results of Cone Penetrometer Test Sounding Correlations Methodology Two Cone Penetrometer Test (CPT) profiles have been constructed across the alluvial plain in the eastern half of the site to evaluate subsurface structure and specifically, evidence of faulting. Each CPT sounding contains a detailed record of the subsurface stratigraphy to an average depth of 60 feet. Locations and elevations of selected CPT soundings were surveyed by NBS/Lowry, Inc., and Hawkins, Robertson & Associates, and the intermediate stations were located with a hand level in the field. To evaluate the subsurface material, the co-variation relationship of tip resistance to friction ratio was used (Appendices B and C). Stratigraphic correlations were established by comparing the shapes and magnitudes of tip resistance and friction ratio signatures of the graphic charts of CPT data in adjacent soundings. To simplify the presentation of geologic structures, the stratigraphy of the profiles along CPT Line A is presented with the material types shown in general terms of sand, silt, and clay (Figure 13). The eleven sounding profiles on CPT Line B were interpreted according to material type prior to this study, and a lithologic column for each sounding has been prepared (Plate 2). Interpretations of subsurface conditions illustrated in the CPT lines show two basic stratigraphic relationships, (1) correlatable strata, and (2) noncorrelatable strata. A third stratigraphic relationship is a combination of the two. Correlatable Strata - The measured parameters of adjacent soundings display similar shapes on the graphical charts and similar magnitudes so that horizontal or subhorizontal continuity can be demonstrated. Noncorrelatable Strata - Adjacent soundings have completely different patterns which, based on the available CPT information, cannot be resolved solely by shifting patterns to different elevations. Noncorrelatable stratigraphic relations may be interpreted to -14- ~o I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C be lateral facies changes that often indicate buried (paleo) escarpments or the facies changes are the result of tectonic modifications which implies very large (> 15 to 20 feet) Holocene displacements, Results and Interpretations CPT I.ine A The western end of CPT Line A, between CPT soundings 1 and 2, reveals sand and silt slopewash deposits, possibly intermixed with alluvium, overlying Pauba Formation sediments within 20 feet of the surface. One hundred feet to the east (CPT-3), more than 80 feet of interbedded silts and clays with minor sand layers were encountered indicating an abrupt lithologic change. This abrupt change between bedrock and alluvial materials is interpreted as evidence of the main, through-going fault (Section 4.2.1) which projects across the west end of the line. Interbedded silts and clays are recorded along the remainder of the line with a buried channel-fill sequence of sands and silty sands interpreted between CPT-18 and CPT-I0 (Figure 13). An abrupt change in lithology at the western channel margin (between Stations CPT-6 and CPT-18) suggests either a buried escarpment or fault. At 20 feet, the fault or escarpment is truncated and overlmn by correlatable strata. Furthermore, no photo lineaments were observed across this area. Marked differences in CPT signatures between CPT-lO and CPT-II, underlain by correlatable strata indicate a buried escarpment at the eastern channel margin. No offset strata were recognized in Line A, although dipping strata bounded by continuous correlatable units were identified. CPT Line B CPT Line B was sited across a known ground fissure and photolineament (Plate 2). West of the fissure, bedded Pauba sediments below as much as 10 feet of alluvium are interpreted. East of the fissure, the CPT profiles suggest alluvial silts, clays and sands to depths of over 100 feet. This marked stratigraphic discontinuity is inferred as the main, throughgoing fault. The fault is interpreted in CPT soundings 31, 32, 33 and 34 at increasing depths, suggesting a fault plane, dipping steeply eastward (Plate 2). -15- 1)-. I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon . Johnson & Johnson, Inc. June 7, 1989 9R-4332C 5.0 CONCLUSIONS AND RECOMMENDATIONS - FISSURE AND FAULT STUDY 5.1 General Findings The surface trace of a previously unmapped, throughgoing fault extends northwest- southeast across the center of the property, along the base of the foothills (Plate 1). A short branch of this fault trends more northerly, coincident with a strong photolineament and the 1987 ground-surface fissures. The traces of these two pre-existing faults were followed in the shallow subsurface, using two CPT correlation lines and 15 backhoe trenches. The main fault is characterized by a continuous, somewhat sinuous, east-dipping, well-defined plane which juxtaposes Pauba sediments on the west against alluvium on the east. CPT soundings positioned across this fault indicate a major stratigraphic discontinuity, at depth, that extends to the ground surface. In contrast, the branch fault forms a zone of displaced and slightly warped strata up to 30 feet wide, with associated ground-surface fissures that die out to the north within a distance of less than 1,500 feet. The amount of apparent vertical downdropping across this branch fault progressively decreases from south to north, with no detectable disruption of Holocene alluvial strata to a depth of at least 16 feet at Trench SDA-9. Interpretation of CPT line 1 across this area indicates the branch fault may be present at depth, or may align with a buried paleo-channel escarpment. The age of the displaced near-surface alluvium along both pre-existing faults is believed to be Holocene (less than 10,000 years). As such, these faults are defined as active in accordance with State of California Division of Mines and Geology criteria. Recommended building restriction setbacks from these faults are presented in the following paragraphs. 5.2 Recommended Restricted Use Zone We recommend that no habitable structures be placed across the active (Holocene) faults and ground fissures delineated across the low-lying area of the property (Plate 1). A Restricted Use Zone (R.U.Z,) has been established which incorporates these observed faults, their in-line projections and a reasonably-conservative buffer zone, interpreted across portions of the site. -16- v'V I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C Protection should be provided for utility lines within the Restricted Use Zone. Protection of utilities that cross faults or potential ground fissure trends is advisable, in case of future minor movements. Such protection may include flexible connections of water lines and pressure-sensitive valves to cut off flow in the event of differential movement. 5.3 Basis for Establishing the Width of the RUZ The width of the R.U.Z. varies from 50 to 210 feet, based largely on how precisely we can define the limits and trend of the disrupted zone. The main fault or fissure in each trench was generally bounded by a zone of minor faults, shears, open fractures and/or fissures that collectively are termed a zone of deformation. The extent of deformation was generally found to be wider in alluvial deposits east of the main fault break (22 feet maximum at Trench SDA-A), and narrower in Pauba Formation sediments to the west (16 feet maximum at Trench SDA-A). The width of this zone of deformation at each trench site was the principal factor in establishing the RUZ. Other factors considered were (1) the clarity of structural breaks in the matrix soils, (2) the relative age of the deposits, (3) local variations of fault trends, and (4) geomorphic expression, such as photolineaments. The widths of the zone of deformation and recommended RUZ are presented, by fault segments, in Table 2 - Summary of Restricted Use Zone Parameters. TABLE 2 - SUMMARY OF RUZ PARAMETERS FAULT SEGMENT TRENCH WIDTH OF ZONE OF GENERAL WIDTH (PLATE 1) NO. DEFORMATION (feet) OF RUZ (feet) 1 A 38 130 2 B,C,D 20 - 30 160 - 210 3 SDA-l, 2, 3 11 - 18 75 - 100 4 SDA-4 1 - 3 50 - 70 5 SDA-5, 6, 10 Single Plane 90 - 110 6 SDA-7, 7a, E Single Plane 120 - 170 (& CPT Line) 7 SDA-8, T-24 Single Plane 110 - 120 -17- """;} I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C The total width and extent of the R.U.Z. is shown on Plate 1. Also shown is a schematic diagram of the basis for establishing the width of the zone. 6.0 EVALUATION OF LIQUEFACTION POTENTIAL 6.1 Field and Laboratory Investigation Field exploration consisted of performing 21 Cone Penetrometer Test (CPT) soundings and drilling 7 exploratory borings. A description of the field exploration program and obtained data are presented in Appendices B (CPT Method), C and D (CPT Graphics and Interpretation) and E (Boring Logs). The approximate locations of the CPT soundings and borings are indicated on the Geotechnical Map (Plate 1). Laboratory testing consisted of moisture-density, gradation, plasticity index, direct shear, consolidation and maximum density-optimum moisture tests. A description of the test procedures and the test results are presented in Appendix F. 6.2 Subsurface Conditions The evaluation of the subsurface conditions is based on the results of the field and laboratory investigations, as well as previous geotechnical studies (see Section 1.5 of this report). 6.2.1 Subsoil Conditions The subsoil conditions vary considerably between two areas of the site. The southwestern hilly portion of the site is generally underlain by the Pauba Formation which consists of medium dense to very dense sands and silty sands. The relatively flat northeastern portion of the site is generally underlain by fine-grained (silt and clay) alluvial soils with thin silty sand and sand interbeds to the depths explored (maximum 80 feet). The relative consistency of the fine-grained soils encountered varied from soft to stiff, and the soils were generally very moist to saturated. At the central portion of this area, specifically from CPT-18 to CPT-I0, a thick sand/gravelly sand layer was encountered at approximately 15 to 20 feet below the ground surface and extended to a maximum depth of 50 feet at CPT-8. Interpretation of the CPT soundings indicates the sands are in a medium dense to very dense condition. Groundwater encountered during this investigation ranged from approximately 17 to 27 feet below the ground surface at the low-lying portions of the site. -18- ~ I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C 6.3 Site Seismicity 6.3.1 Maximum Credible EarthQJlake Earthquakes which might occur on the San Andreas, San Jacinto and Whittier-Elsinore fault zones are capable of generating very strong ground shaking at the subject site. Several peak ground motions that might be generated by maximum credible earthquakes at the closest approach to the site have been calculated and are summarized in Table 3. Maximum credible events typically have a low probability of occurrence during the useful service life of most construction. For example, a magnitude 7.1 earthquake on the Whittier-Elsinore fault zone has a calculated probability of exceedance of about 18 percent in 100 years. TABLE 3 ESTIMATED MAXIMUM CREDIBLE EARTHQUAKES AND GROUND-MOTION PARAMETERS AT THE SITE PEAK DISTANCE MAXIMUM HORIZONTAL FAULT ZONE FROM SITE CREDIBLE GROUND (MILES) MAGNITUDE (1) ACCELERATION (2) San Andreas 34 8.0 0.13 San Jacinto 19 7.1 0.15 Whittier-Elsinore <1 7.1 0.78 (1) From Wesnousky (1986) and Carson and Matti (1986). (2) Mean values from Joyner and Boore (1981). 6.3.2 Estimated 100-year Probable Earthauake Earthquakes that might occur during an average 100-year time period at the site have been estimated and are summarized in Table 4. The corresponding probabilities of exceedance of the magnitudes listed are approximately 63 percent during an average 100 year period (or 39 percent during 50 years). -19- ~ I I I I I I I I I I . . . . '. I '. . I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C TABLE 4 ESTIMATED 100-YEAR PROBABLE EARTHQUAKES AND GROUND-MOTION PARAMETERS AT THE SITE PEAK DISTANCE 100- YEAR HORIZONTAL FAULT ZONE FROM SITE PROBABLE GROUND (MILES) MAGNITUDE (1) ACCELERATION (2) San Andreas 34 7.3 0.09 San Jacinto 19 7.0 0.13 Whittier-Elsinore <1 6.3 0.41 (1) From Wesnousky (1986), Carson and Matti (1986), and Slemmons (1982). (2) Mean values from Joyner and Boore (1981). The Whittier-Elsinore fault zone is considered capable of the highest ground motions at the site because of its proximity to the property. The resultant design ground motions recommended for the site were based on 6.3 magnitude (Table 4) events on this fault zone, generating calculated peak horizontal ground accelerations of 0.41 g. The ground accelerations were estimated based on the 50 percent exceedance curves from Joyner and Boore (1981). Groundwater data was available for two wells within the vicinity of the site. The wells are located approximately 1,000 feet northwest of the site along Murrieta Creek and approximately one-half mile southeast of the site. The well data available indicated a substantial fluctuation of approximately 30 feet. Based on the available data, the historic high groundwater elevation at the site is approximately 1,016 feet, or one to eight feet below existing ground surface. For the liquefaction analysis presented in this report, a groundwater elevation of 15 feet above the measured existing level was assumed. -20- '1/fJJ I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C 6.4 Liquefaction Analysis 6.4.1 Analysis Procedures The evaluation of liquefaction potential of soils was based on the interpreted SPT values obtained from the Cone Penetration Tests. The calculations were based upon procedures developed by Seed, et al. (1985). Sample calculations are presented in Appendix G. Our analysis of the liquefaction potential was based upon an earthquake magnitude of 6.3 and groundwater level of 15 feet higher than measured present levels. The analysis is based upon the assumption that future fill nominally five feet in thickness will be placed across the low, flat portion of the site. 6.4.2 Results of Analysis The results of our evaluation are presented in Table 5 where the soil layers that were analyzed are listed with the corresponding safety factor against liquefaction. The calculations indicate that soil layers with a safety factor of not more than 1.0 are likely to liquefy due to the design ground motions. Safety factors ranging between 1.0 and 1.25 are considered to indicate "marginal" potential for liquefaction, and as a general guideline the acceptable safety factor against liquefaction for design purposes is at least 1.25. Safety factors of at least 1.25 are considered to indicate practically no liquefaction potential. The evaluation indicates that there is no soil liquefaction potential in the elevated hilly area of the site, There is also no liquefaction potential in the lower-lying portion of the site in the upper approximately 15 feet of soil strata. In the lower-lying portion of the site, below a depth of approximately 15 feet marginally liquefiable and liquefiable zones are present. These layers and lenses are approximately 0.5 to 6.5 feet in thickness. 6.5 Effects of Liquefaction Potentially liquefiable soil zones are present in the lower-lying area ofthe site. Generalized evaluation of the effect of potential soil liquefaction is provided below based on the available data. However, the evaluation should be considered tentative in nature and the effects of soil liquefaction should be re-evaluated for each individual structure in the site when grading and building plans become available. -21- ~.... I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C 6.5.1 Bearinl,! Capacity Reduction of bearing capacity of the foundation soils for structures founded on shallow spread footings is not anticipated to occur within the top 15 feet from existing grade. The effect or potential soil liquefaction should be evaluated for each individual structure. 6.5.2 Surface Subsidence Surface subsidence may be induced by soil liquefaction and the settlement is estimated to be in the range of 0.1 inch to 1.4 inches based on calculations performed in accordance with the method developed by Tokimatsu and Seed (1987). Anticipated settlement calculation results are presented on Table 5. The differential settlements caused by potential soil liquefaction should be evaluated for each individual structure and should be taken into account in the building structural design. 6.5.3 Lateral Snreading Lateral spreading induced by liquefaction involves lateral displacement of large surficial blocks of soil as a result of liquefaction in a subsurface layer. Movement occurs generally on a slope where the soil moves toward a free space, such as an isolated channel bed. The potential for lateral spreading is considered low based on the present geometry of the Murrieta Creek Channel relative to the liquefiable zones in the site. It is recommended that the potential for lateral spreading be evaluated based on the proposed grading of the site and channel area when the grading plans become available. It is conceivable that the potential for lateral spreading, if it exists, can be reduced or eliminated by proper design and establishing a sufficient setback zone for buildings from the proposed channel slope. 7.0 GEOTECHNICAL ENGINEERING EVALUATION 7.1 Slope Stability Although fmal grading plans have not yet been completed, we understand that cut slopes will be required at the higher elevations along the western property line, to a -22- 1J> I Associates Schaefer Dixon I I TABLE 5 LIQUEFACTION ANALYSIS RESULTS Thickness of Factor of Anticipated Settlement Potentially Safety Caused by Potential Depth liquefiable layer Against SoiL Liquefaction Loeat; on (feet) (feet) licuefaction ( inches) CPT-8 19.5'20.5 1.0 1.06 0.12 23.0'24.0 1.0 1.17 0.02 24.0-26.0 2.0 >1.4 0 29,0'32.5 3.5 1.14 0,08 34.5-36.0 1.5 1.12 0.05 36.5'40.0 3.5 1.03 0.21 41.5'44.0 2.5 0.95 0.30 45,5-46.0 0.5 0.78 0.08 0.9 CPT-l0 15.5-20.5 5.0 1.19 0.42 20.5-22.0 1.5 1.42 0 22.0'28.5 6.5 0.98 0.47 28.5-30.0 1.5 1.25 0 34,0'35.0 1.0 0.72 0.18 37,0-37.5 0.5 0.82 0.07 44.0-45.5 1.5 0.63 0.27 1:4 CPT-12 14.0-15.0 1.0 1.12 0.04 33.0-34.0 1.0 1.36 0 36.0-37.0 1.0 1.03 0.06 37,5-38.0 0.5 1.20 0.01 38,0-40.0 2.0 1.13 0.26 48.0'49.0 1.0 0.90 0.13 0.5 CPT-13 16.0-18.0 2,0 >1.4 0 43.0-44.0 1.0 1.17 0.12 53.0-54.0 1.0 1.40 0 D.1 CPT-14 12,5'16.5 4.0 >1.4 0 CPT-15 Liquefaction unlikely CPT-16 6.0-7.5 1.5 >1.4 0 15.0-16.0 1.0 >1.4 0 26,0-27.0 1.0 0.84 0.14 33,0-34.0 1.0 0.57 0.22 50,0-51.0 1.0 1.0 0.12 I I I I I I I I I I I I I I I 1/Uy I I Associates Schaefer Dixon I I TABLE 5 LIQUEFACTION ANALYSIS RESULTS Thickness of Factor of Anticipated Settlement Potential ly Safety Caused by Potential Depth Liquefiable layer Against Soil Liquefaction Location <feet> (feet> l iauefaction Cinches> CPT'17 14.0-15.5 1.5 >1.4 0 22.0-23,0 1.0 1.27 0 37,0-38.0 1.0 1.19 0.06 39.5'40.5 1.0 0.64 0.20 41.0-41.5 0.5 >1.4 0 42.5-43,0 0.5 o.n 0,08 45.0-45.5 0.5 1.10 0.02 48.5-49.0 0.5 0,80 0.07 49.5'50.5 1.0 0.63 0,20 51.0,51.5 0.5 0.57 0.12 0.8 CPT-18 12.5-13.0 0.5 1.5 0 13.5-15.5 2,0 >1.4 0 20.5-21.0 0.5 1.70 0 21.0-22.0 1.0 >1.4 0 25.0-27.0 2.0 1.60 0 27.0-30.0 3.0 1.17 0.07 30.0-31.5 1.5 0.74 0.27 0.3 CPT-19 44,0-44.5 0.5 0.96 0.07 0.1 CPT'20 24.0-24.5 0.5 0.94 0.08 28.0-28.5 0.5 0.84 0.09 0.2 CPT-21 32.0-32.5 0.5 1.14 0.03 37.5'39.0 1.5 >1.4 0 41.5-42.0 0.5 0.97 0.07 45.0-45.5 0.5 >1.4 0 48.0-49.5 1.5 1.37 L 0.1 I I I I I I I I I I I I I I I I <Zj>. I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C maximum height of approximately 60 or 70 feet. In addition, slopes will likely be required throughout the property, with heights on the order of 10 feet, or less. Specific slope stability analyses were not performed for this study, however, based on our experience with similar geologic conditions in the region, general recommendations for conceptual slope design are provided below. We recommended that specific slope stability calculations be performed for each proposed slope greater than about 30 feet in height, when final grading plans become available. 7.1.1 Cut Slopes Proposed cut slopes made in Pauba Formation sediments, having favorably-oriented bedding planes, are expected to be grossly stable at a gradient of 1.5:1 (H:V) to a maximum height of between 20 and 25 feet, and 2:1 (H:V) for a maximum height of about 100 feet. Cut slopes are considered to be grossly stable when there is a sufficient safety factor against sliding; 1.5 for static and 1.1 for seismic loading conditions based on pseudostatic analysis. Monitoring of cut slopes during grading by the project geotechnical engineer and geologist will be required. The purpose of in-grading observations is to verify compliance with our reco=endations and evaluate the geologic units exposed. Based on such in-grading evaluations, additional investigation and/or modification of the slope design may be required. 7.1.2 Fill Sloves Fill slopes to at least a height of 20 feet are anticipated to be grossly stable with a gradient of 2:1 (H:V), based on the geotechnical properties of the on-site soils and assuming that those soils will be used for filL 7.1.3 Design and Grading Recommendations Proper drainage should be provided for all planned cut and ml slopes, including terrace drains in accordance with the Uniform Building Code Chapter 70 specifications. At least one foot high berms should be provided along the tops of slopes. Water should be controlled down slopes in concrete orgunite-lined ditches. -23- ~, I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C Hillside fills should be properly keyed and benched into the competent native materials. The keying and benching should be verified by the representative of the project geotechnical engineer during grading. Compaction of fill slopes should be achieved by overfilling the slopes by at least three feet horizontally and, following compaction, cutting it back to final grade. 7.2 General Grading Recommendations 7.2.1 Clearinlr and Grubbinlr At the time of this investigation, the site was covered with seasonal grass, dense brush along the southwestern boundary and some trees. Areas to be graded should be completely cleared of vegetation including excavation and grubbing of root systems where necessary. The excavation made for root removal should be replaced with compacted fill. 7.2.2 Removal of Uncontrolled Fill and Loose Alluvial Material Several small earth fill dams exist on the site. During grading this uncontrolled fill should be completely removed, It is expected that loose/soft washed-in materials are behind the darns and within the drainage swales that should also be removed to expose firm, competent material. The suitability of these materials for use as fill should be determined by the geotechnical engineer during removal. We wish to note that a light tonal change was interpreted on aerial photographs in portions of the low-lying alluvial area, at the locations highlighted by pattern on the Geotechnical Map (Plate 1). These areas appear to contain old channel deposits of possibly sandy soil types in the near surface. These areas should be observed by the project geotechnical engineer during grading, and, if loose surface soils are encountered, additional removal of the loose materials may be required. 7.2.3 Preparation of Areas to Receive Fill It is anticipated that the entire low-lying northeastern area of the site will receive fill. Subsequent to clearing, grubbing and removal of uncontrolled fill, areas to receive fill should be overexcavated to a depth of five feet below the existing grade. The purpose -24- y I 1 I 1 I 1 1 1 I, I 1 I I I 1 I I I 1 Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C of the overexcavation will be to remove porous and compressible soils. Deeper removal may be required depending on observation of the materials by the project geotechnical engineer during grading. 7.2.4 Placement of Compacted Fill Compacted fill is defined as the soils that are replaced in the areas of removal and where the grade is raised. The on-site soils obtained from the proposed cuts appear to be suitable for use as fill. Fill should be placed in shallow lifts at near the optimum moisture content and compacted by mechanical equipment to a minimum density of 90 percent of the maximum dry density obtained in accordance with ASTM Standard D1557. 7.3 Settlement Due to Fill Placement The stress induced by fill placement in the underlying soil mass will cause subsidence of the ground surface in the low-lying area of the site. Based on the available data, the settlement is estimated to be on the order of one to five inches for the surcharge of 10 feet of fill. Part of this settlement will take place during or shortly after grading and part of it will be "time-dependent," taking place within months or approximately a year after completion of grading. The amount and anticipated time of "time-dependent" settlements, as well as differential settlements, should be evaluated when the grading and building plans become available. 7.3.1 Foundation Design It is anticipated that shallow spread footings will be suitable for the project assuming the proposed type of construction and loading conditions. It is recommended that the foundation design for each individual structure be reviewed and evaluated by the project geotechnical engineer based on the specific subsoil and loading conditions for the individual site and structure. Tentative foundation recom- mendations are provided below. -25- ,"?7 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C Footings should be founded a minimum of 18 inches below lowest adjacent grade and be a minimum of 12 inches wide. The tentative bearing capacity is anticipated to be on the order of 3,000 pounds per square foot (psf). 7.3.2 Exnansive Soils Laboratory testing and visual-manual classification of the soils encountered indicate that the expansive potential of the on-site soils generally range from "none" to "low". During grading, soils with varying expansion potential may be placed in the near-surface layers; therefore it is recommended that expansion index tests be performed following grading on the actual near-surface materials. The testing should be performed on a lot-by-lot basis and recommendations for mitigating measures, if required, should be provided at that time. 7.3.3 Concrete Slabs-on-Grade Concrete slabs should have a minimum thickness of four inches nominal, Reinforcement may be required due to expansive soil conditions as discussed above or for structural considerations. It may be necessary to underlay the concrete slabs with a moisture barrier depending on the capillarity characteristics of the near-surface soils. 7.3.4 Lateral I.oads The following lateral earth pressures may be used in the design of retaining or basement walls for level backfill conditions. Sandy soil: ~ctive pressure: ~t rest pressure: Passive pressure: 35 psf/foot 55 psf/foot 450 psf/foot Clayey soil: Active pressure: ~t rest pressure: Passive pressure: 60 psf/foot 80 psf/foot 200 psf/foot -26- ~l>.. I 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C The above pressures should be used as equivalent fluid pressures. The values are based on the assumption that the native soils will be used for backfill and are tentative in nature. The backfill should be placed at near the optimum moisture content and proper drainage behind the retaining walls should be provided to prevent the buildup of hydrostatic pressure. The pressures should be verified and re-evaluated if necessary for the actual soil conditions and structural design for each individual structure. The coefficient of friction between concrete footings and native soil may be taken as 0.30 in the design. 7.3.5 Shrinkage and Suhsidence The soils encountered in the southwestern, elevated portion of the site are in a medium dense to very dense condition. Shrinkage of the cut volume when used as compacted fill is estimated to be on the order of five percent. Preparation of the low-lying area of the site will require removal and recompaction which will cause a shrinkage of the volume excavated. The estimated shrinkage of the low-lying alluvial areas is on the order of 15 to 20 percent. The subsidence of the ground surface due to operation of typical grading equipment is estimated to be on the order of 0.2 inch. The above losses do not consider differences between actual and mapped elevations or losses due to removal of vegetation. 7.3.6 Post-Investigation Services Post investigation services are an important and necessary continuation of this investigation and it is recommended that Schaefer Dixon Associates (SDA) be named as the project geotechnical engineer and engineering geologist and be retained to perform such services. Final plans and specifications should be reviewed by SDA prior to construction to confirm that the full intent of the recommendations presented herein have been applied to the design. Following review of plans and specifications, sufficient and timely observation during construction should be performed to correlate the findings of this investigation with the actual subsurface conditions exposed during construction. All grading operations should be observed and tested by SDA -27- ?~ T I 1 1 I 1 1 I 1 1 I 1 1 1 1 1 1 I 1 1 Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C Any person using this report for bidding or construction purposes should perform such independent investigations as he deems necessary to satisfy himself as to the surface and subsurface conditions to be encountered and the procedures to be used in the performance of work on this project, If conditions are encountered during construction that appear to be different than indicated by this report, please contact this office immediately. -28- "? \, I I 1 1 1 1 I I 1 I 1 1 I I 1 1 I 1 I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C REFERENCES Bellotti, R., Crippa, V., Pedroni, S., Baldi, G., Fretti, e., Ostricati, D., Ghionna, V., Jarniolkowski, M., Pasqalini, E., 1985, Laboratory Validation of In-Situ Tests, Italian Geotechnical Society Jubilee Volume for the XI ICSMFE, San Francisco, California. Bergmann, M,C. and Rockwell, T.K., 1989, "The Murrieta Creek Fault, A New Brand of Elsinore Fault, Rancho California Area, Riverside County, California," In Program 1989, Cordilleran Section and Rocky Mountain Section Annual Meeting, Geological Society of America, Spokane, Washington, May 8-11, 1989; Abstract. Carson, J.e., and Matti, S.E., 1986, "Uquefaction Susceptibility in the San Bernardino Valley and Vicinity of Southern California: A Preliminary Evaluation," U.S. Geological Survey, Open File Report 86-562. Durgunoglu, H.T. and Mitchell, J.K., 1975, "Static Penetration Resistance of Soils & Analysis," Proceedings of the ASCE Specialty Conference on In-Situ Measurement of Soil Properties, Raleigh, North Carolina, Vol. I. Jamolkowski, M., Ladd, e.e., Germane, J.T., Lancellotta, R., 1985, "New Developments in Field and Laboratory Testing of Soils," State of the Art Address for XIth ICSMFE, San Francisco. Janbu, N. and Senesset, N., 1974, "Effective Stress Interpretation of In-Situ Static Penetration Tests," Proceedings of the European Symposium on Penetration Testing, Stockholm, Sweden, Vol. 22. Joyner, W.B., and Boore, D.M., 1981, "Peak Horizontal Acceleration and Velocity from Strong-Motion Records Including Records from the 1979 Imperial Valley, California Earthquake," Bulletin Seismal. Sac Am. 71:6, December, pp. 2011-2038. Kennedy, M.P., 1977, "Recency and Character of Faulting Along the Elsinore Fault Zone in Southern Riverside County, California," CDMG Special Report 131. Leighton & Associates, Inc., 1986, Preliminary Geotechnical Investigation, Proposed Industrial/Commercial Site West of Cherry Street and Diaz Road, AD. No. 155, Rancho California, Riverside County, California: for Neste, Brudin and Stone, Inc.; consultants report, Riverside, Calif., (June 23, P.N. 6360326-01). :)1 I 1 1 I I 1 I I 1 I 1 1 I I 1 1 1 1 1 Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C Leighton & Associates, Inc., 1987, Engineering Geologic Investigation of Faulting and Anticipated Alluvial Removals, Proposed Industrial/Commercial Site, AD No. 155, Rancho California, Riverside County, Calif; fur Rancho California Properties; consultants report, Riverside, Calif., (August 18, project no. 6860326-02). Leighton & Associates, Inc., 1988, Revised Geotechnical Report for a Phase II Fissure and Subsidence Investigation and Phase ill Geotechnical Investigation for Parcel Map No. 21502, Rancho California, Riverside County, California: for Diaz Road Investors; consultants report, Rancho California, (November 17, project no. 11860325-02). Robertson, P.K and Campanella, RG., 1983, "Interpretation of Cone Penetration Tests - Parts 1 and 2 (Sand)," Canadian Geotechnical Journal, Vol. 20, No.4. Robertson, PK, Campanella, RG. and Wrightman, A, 1983, "SPT-CPT Correlations," Journal of Geotechnical Engineering Division, ASCE, Vol. 109, Nov. Robertson, P.K and Campanella, RG., 1984, "Guidelines for Use and Interpretation of the Electronic Cone Penetration Test, Soil Mechanics Series No. 69," The University of British Columbia, 175 pp. Robertson, P.K and Campanella, RG., 1986, "Guidelines for Use Interpretation and Application of the CPT and CPTU," The University of British Columbia, Soil Mechanics Series No. 105. Schaefer Dixon Associates, Inc., 1987a, Engineering Geologic Investigation of the Willard Fault, Northwest of Business Park Drive, Rancho California, Riverside County, California: for Rancho California Development Company; consultants report, Santa Ana, (July 20, project no. 70-238). Schaefer Dixon Associates, Inc., 1987b, Geotechnical Investigation, A Portion of Business Park ill, Phase 2, Parcels 1, 7, 3, 9, 10 and 11, Rancho California, Vols. 1 & 2: for Bedford Properties; consultants report, Santa Ana, (September 2, project no. 80-182). Schaefer Dixon Associates, Inc., 1988, unpublished data (in-house). Schmertmann, J.H., 1976, Predicting the qc/N Ratio, Final Report D-636, Engineering and Industrial Experiment Station, Department of Civil Engineering, University of Florida, Gainseville. ?;J<fp I 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C Seed, H.B., Tokimatsu, K, Harder, L.F., and Chung, R.M., 1985, "Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations," Journal of Geotechnical Engineering Division ASCE, Vol. 111, No. 12, Seed, H,B., Idriss, I.M., and Arango, I., 1983, "Evaluation of Liquefaction Potential Using Field Performance Data," Journal of Geotechnical Engineering Division, ASCE, Vol. 109, No.3, March, 1983, pp. 458-480. Shlemon, RJ., and Davis, P., 1988, "Ground Fissures in the Rancho California Area, Riverside County, California," in Abstracts with Programs 1988 Centennial Celebration, Annual Meeting, Geological Society of America, Denver, Colorado, October 31 to November 3, 1988; Abstract. Slemmons, D.B., 1982, "Determination of Design Earthquake Magnitudes for Micro- zonation, Proceedings of the Third International Earthquake Microzonation Conference, Vol. I of m, p. 119-130. Tokimatsu, K, and Seed, H.B., 1987, "Evaluation of Settlements in Sands Due to Earthquake Shaking," Journal Geotechnical Engineering Division, ASCE, Vol. 113, No. 12, August, pp. 861-878. Wesnousky, S.G., 1986, "Earthquakes, Quaternary Faults, and Seismic Hazard in Cal- ifornia," Journal of Geophysical Res., Vol. 91, No. B12, pp. 12587-12631, November 10. NOTE: For Aerial Photograph References, see Table 1, in text. '7<\. I!~" DRAWN BY!; A.D.M. - - -- APPROVED BY: P.O. - e \ I I .. ~.)L \ ~ l l'! J ~ .. ~ ..... ~ Ii fli ! i~ - ...- s. ... ... .... . ... - ,n ~ ~ ~ .- !: ~ ... ... .. -... 1; .. 0 !~ ... ... !:l .. ~ii - ! n ! .. It.'" ... ., . i a -. 11 ... ~ :l y ~ .. . ~ fl " - -co y !l !l" N .. ~ 0 . .. . II .. .. ! . !" " ... 0 ! . ... .1 - .. II .. .. It II .. .. .. . il . ~ l II t ~ .. 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I I 1 1 I I I I 1 I I I 1 I I I I J ) Associates Schaefer Dixon TRRNCH SDA-l UNITS SURFICIAL SOIL (A HORIZON): CD SANDY SILT (ML): Fine grained with scattered coarse Sand and Gravels, slightly clayey, moist, firm, very dark grey brown (IOYR 3/2), porous, numerous rootlets. ALLUVIUM (Qal): @CLAYEY GRAVELLY SAND (SC): Fine to medium grained with numerous Gravels, slightly moist, medium dense, dark brown (IOYR 3/3), very porous, roots, CaCOs stringers. @SANDY CLA YEY SILT (ML): Fine grained with some coarse Sand, dry to moist, firm to stiff, dark grey to brown to dark brown (IOYR 4/2-4/3), porous, rootlets, disseminated CaCOs, scattered fine Gravels; grades to a very porous, fine to very fine Sandy Clay to Clayey fine Sand (CL-SC) with trace coarse Sand and numerous stringers. 0CLAYEY SANDY SILT TO SILTY SAND (ML-SM): Fine to very fine grained with medium to coarse Sand and fine Gravel, slightly moist, firm to medium dense, dark brown (JOYR 3/3), small CaCOs stringers. @CLAYEY SILT WITH SAND (ML): Dry, stiff, with some medium to coarse Sand, dark grey brown (JOYR 4/2), very porous, rootlets. 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L .. ~ '" I .~ o z ~ ... !Ii li ... ~ I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 S h f D' Associates c ae er Ixun TRENCH SDA-2 UNITS SURFICIAL SOIL (A HORIZON) CD SANDY SILT WITH CLAY (ML): Fine grained with medium to coarse Sand and scattered Gravels, slightly moist ~ to moist, firm, very dark greyish brown (IOYR 3/2), porous with rootlets, disturbed by agriculture. ALLUVIUM (Qal): @ SILTY SAND WITH CLAY (SM-SC): Fine grained with some coarse Sand and Gravel, slightly moist-moist, medium dense to dense, dark brown (IOYR 3/3) with root hairs, clay films, disseminated CaCOs with stringers. @ GRAVELLY SILTY SAND (SM): Fine to coarse grained, slightly moist, medium dense, dark grey brown to dark brown (mottled) (IOYR 4/2-313), very porous, disseminated CaCOs weak carbonate Gravel coatings, weak Clay films, locally friable, subangular to subrounded clasts. o SILTY SAND WITH CLAY (SM-SC): Fine grained with medium to coarse Sand, scattered Gravels, slightly moist to moist, medium dense, dark brown (IOYR 3/3), porous, root hairs, weak clay films, subangular to subrounded clasts. @ SILTY SAND (SM): Fine grained with scattered medium to coarse Sand and Gravel, moist, medium dense, dark brown (IOYR 3/3), porous, subangular to subrounded clasts. I:N~ 3-A. 69-LO-9O 31lfO :)Zttt>1l6 - - - - - - I o N o - ON lJ3POlld - - - - I or> - o - I o - o - - I or> o o - - - - O'd - AS 03Mllddlf - - WO'1f - AS NMIfllO - CH LINE '~~I L"J /00' ~ I .~~~ c II I~'ol I I . 10 J '" /' ~ I' .~:r I I'd II '1'/' I - ~O 0 I \ ..t'r I II .f~~ :. - Lou ,. ) I - I .&:~ '. ~'-,-- '-I~,-t.OJf-.-- . -, Ib;:', ----~.- ,TI'~t... , _ - f {oll '. 1,.1 . ~.o. . I b:l " - ~ . , . I; '" rrJ o. .I~ . fOd. . . . tor'.: . , (. . . . o. . . 10 " 'f'J . . to ' . . .' . " 'ol.~ 3HOHS ." .. .c ~ .c l!' .. G ,- '- 'Z !!I . ~ G> . ~ - I:JS'cO .! ii'~t~ : ;: " CI 'Z t ! .. Ii Ii ~ <C S - .... u C ~ ,~ !'!~,:"1; G - . C 0. - D.... OllOC"'. _ . .... It &l ... ::: g -= 1; ~l' :l . ... 0 . - .. .~ . lr 11 i .., L. - )0.- as DI .2- ~ ... lr L 0 1i ~- II _ U U Ii I_ IS ~ - L .-t - .c _... JC" ... f ~ i! . i~ ~ 0- :5 i '" !t l! w z: o ~ 0- ~ '" - I- I~ z (;) ?- M 1'31 I ~ C ~ C ~- ~.~ Z' w J!: "'- ... 0- or>- 0_ - "'- - :()- 0_ .... fr- ... u ct ... '" :::> '" o z: ~ to . I.- . oj . . ~9 ... o oiJ:..' . (.1 .' . f. ' . ~ .' 'r.o ' . ~. " 'b.;1~" o. . :~~r ~ .' ~."1 .,(., 'b;! .' '.'~'~ '. . I ~~" I ~~ . " J'~~J '. \: 'l~~?' . I ~~. ,., .~l:j .' . I ~ " J "lo~ ' I. ~~ , . I'.~I. . I.~ . 1"0 I: to' .' , J ~~, . ' 9NI9901 dO lIW I I I / I I l;~ (do I ~o~ Ii';,! ~.~ ~~ " 1 " 3HOHS . .. . .' o . . . . f , I J I" . \ . ,_ ( I I ; I r -:::::: - ~,. - ,.. II 'L/: 'I . 4". .IT' .., ~' I() . . ~ I. I J '_/ ,: I, 'J - I I : /. . 'I ': I I . .\ f 'It ' I (~ . -I, '" ... ...J :::> o o z: .... o u ct u .- i' J /. J: I- . , . - 1 3l!!lHS " ~ , .. ~ ~ 0- on , . c . ,. ~ on ~ ,0 ~ N ~ i L . E .c ~ . .c ~ .; ~ . . ~ ~ o ~ o Ii ~ . ~ o "0 ... . . :;; l! . . . - .... -- o~ ~ ~ Ii L B-~ .;,! "'N Wz ~ " Ul ~'" ~ i --- on w i . . . . . . '" Gl .. .. 'u o .. '" c(c o lC is .. Gl ... Gl .. .c u en 0_ or> :Jl- 0_ <D or>_ <D o N o - I 1 (-I ~ I J ' ) - . . } ~ 'I or> - o - I I " . '. . \ " o - o - I ~- R- or> ... ~-u ct ... '" :::> '" o z: :::> o '" to :a- or> - o - I I -~1 o N o - I - L. 1'.J \ ('_I 1 I' ' I i-I' .. f. ~ I I ,.0 e- II ~ I. . (.:~. ~ If \ d 'I~.' ~ I f <II t.... . 'I .~ , I \ I . '. . I - . 1~1 . I T1/ ;J' - to"J If) I . ,.. .' ~ ~ . . II. . P.. , '-'--'-'.1 1'~iJ . , ' '--./ 'I:~I' . 3NIl HJ1\IW o - o T --ll. . ~ ~ > ~ - ~ . .c "2 . ~ .5 If > L . ~ ~ ~ ~ ~ . o' j + ~ o - C . o ~ .- . ~ :l Ii '" I - o 0 ~ ~ -i~~- ~ - . .. - ~ ~ ~ ~ '- ~ "ll i .. ~ CO> .. I ~ ~ i 'I ~ I 1 1 I 1 I 1 1 1 I I 1 1 1 1 I 1 1 I Associates Schaefer Dixon TRRNr.H SnA-~ UNITS SURFICIAL SOIL (A HORIZON) CD CLAYEY SILT WITH SAND (ML): Fine grained with traces medium to coarse Sand and gravel, moist, firm, very dark grey brown (J OYR 3/2), porous, roots and rootlets. . ALLUVIUM (Qal) @ SILTY SAND WITH CLAY (SM): Fine grained with some medium to coarse Sand, slightly moist, medium dense to dense, dark grey brown to dark brown (JOYR 4/2-4/3), very porous, rootlets, weak clay films, well developed CaCOs stringers and weak nodules, scattered fine to medium Gravels, with basal Gravel. @ SILTY SAND WITH GRAVEL (SM): Fine to medium grained, with very coarse Sand and fine Gravel, slightly clayey, slightly moist, medium dense to dense, dark grey brown (J OYR 4/2) to brown (JOYR 4/3), very porous, rootlets, disseminated CaCOs. o CLAYEY SILTY SAND (SM): Fine to coarse grained, moist, medium dense, very dark brown-dark brown (JOYR 3/2-3/3), porous, few rootlets, weak Clay films. @ SILTY CLAY-CLAYEY SILT (CL-ML): With some fine and coarse Sand, moist, firm, very dark grey brown (JOYR-2.5Y 3/2), slightly porous, micaceous, with a moderately continuous lense of well-cemented CaCOs nodules. @ SANDY CLAYEY SILT (ML): Very fine to fine grained, dry to slightly moist, stiff, dark grey brown (JOYR 4/2), porous, rootlets, disseminated CaCOs, strong concentration in lower 1/2 of unit. ( 1\,<'-) 4-4 69-[0-90 31V'0 JZEEvM6 :'ON 1J3POMd "O"d AS 03MMddV' WO'V' :iAS NMIfMO - - - - - - - - - - - - - - - - - - ~ 1-'-. '" is o ..., :: Ii o 2 z o - I- 0- ~ '" "'- 0_ - I , \ I I I I I "'- - o_ N I- '" is ~ Ol:t:: l- I co:_ _01- _2", Q Itl"'- -s:(\") - en I- W co: ~ :E: 0 ... 2 '" ::> O 0 '" I- c z:. 8 W LI.Io_ '" ......... '" a: ~ I- '" N- 0_ ...~ , III . , I , I I I I I , I I I ,I \. , I I , I I I I I I I I " I I 1 I I \ I I I I I' '. I' I, '. I I If -'-'--r. .1 ~. J, N o - I ( 1 I I I .1 I I I I I I I \ f'C'\ ~ . J \:. I ":. I \',", .) . . . 0 J r:: ~ 1 I::~~ /,'. '. J '.' J . I.:.:.j '. i , /: .) ",/ 'I ".. .,:'/ .r . /;1 I I '" o o -' ... " u z ~ I- I, I, ~ II I II, I I 'I I 1.0 II I ~ J 'I'~ I ..", I r.,\ I ,,":', I , ., . .'. ~ I ,I'. :.....\ I 1'~ ' ,',,' o"~ .1- ~-, I . .~'.~\ I 1'- I " . \'. . .1,\ 'I"~: '" " . I. .' .' 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'" '" E L- . 0 ........ , '" c(" c " '" '" '" -- - o N- - ~- ---.- '" No- - :E- o ....- - I I I I r I I \ I I -I' '<;f- '1 , I ,/ I \ I I J \ .\ '. \ , '.' \ ;-, I '.' \ . I , I '" o o -' u- " u z W '" I- ~ .. ... .... !il -~ __t.._ "'I( I ~ 0- eo .. . - 'll '" lr 1 L- .... . I I \ ., \ .. Gl .. co 'u o .. .. CCc o lC is .. Gl ... Gl co .l: U III "'- "" 0_ .... \ I I I ,. I .1\1 , . \ MATCH LINE ~ '" ....- - o - - " I I I I' I I I MATCH LINE r :1 'l ~I ,. I I I c on G '- i1. ~ Ii ~ o - g u D- ';: u .. -! u ~ G ~ ~ .c "2 G 8- G U " c: ~ ~ .c ~ ~ . . G L- . ~ .. ~ I o " ,C:-l; '- - - - u , G C c Ii! G .. - G 0 U .. S' '- - o "3 1 - '- - u G ~ . :0: .. . E G G o Ii ~ o u ~ u . ~ '- G '- G g u ! - ... u G G - C g u . u o ~ G u ! ... . ':l .,. ~ is z ~ '" lli! iil ..... ~ - - 6~901l!l!'tfO~2E~ :'~J3_ - - - - - 'O~ .. .. .. Cll 'U o .. .. c:(c o >< is .. .. ... .. Cll .c u VI - -- ^8 03^OHdd'tf 'W'O.'tf - ~ - . Lt> I ~ ~ In ii :c - u ~ z ~ .... 0 '" N - 0 0 0 "'- - - - r I ~ I i" ' I 'I' - '" <X>- l' .\ I - 1 'I I I I' \ I II I' I I I 0 I' I I I I 00- I - I' I I II I I I .\ I II I'll I '" I I I I I I -- - I' I I \,' 1\ I I I I : I I I 11.0 0 \' I I "- I,ll I I \ ~ - I ~ I -I c( Ii; I I I I Q Ii; ~ I ,I, ' \ I en ~ ~ Iii: C '" "I I I I a: Z:e- 111 :c C \ 'II I I I - - ~ .... .... Z'" ... I I \ i ~ ~., '" W - ;:: - 1'1 I' 1\ 0 0 > '" -' a: - ~ 11\1\ I 1 ... :I: I- 0 0 I' I I I '<t I u "'_ z: z: - ::> ... - 0 ',\ I I 1'1 '" '" ... '" I . I I I I I " I I \ . '" \ \, I 0<>- l' I' I I I - I I I II \, 'I I 1'\ I I ,I b \, II I I \ . ."...... \ I I ,- I I I I I'I 1\ \ I \ I I \ II I, I \ I I '" ' I .,.- 1 I I I - II I I 1 I ,I I I II I \ I I I z: 1'1 I I I II 0 1,' I I - 0 ... .,.- .. - 3NIl HJlVW ... on I I 0 '" , N - 0 0 - - ~ ,-,- :^8 NM'tfllO aJ :0 C .... ... ,., I I 1 1 I 1 1 1 I I 1 1 I 1 I I 1 I I Associates Schaefer Dixon TRFNCH SDA-4 UNITS SURFICIAL SOIL (A HORIZON) CD CLA YEY SILT WITH SAND (ML): Fine with some medium to coarse Sand, moist, firm, very dark grey (IOYR 3/1), porous to non-porous, micaceous, bioturbated, numerous roots. ALLUVIUM (Qal) o CLAYEY SILT WITH SAND (ML): Fine Sand, dry to slightly moist, firm to stiff, dark grey to very dark grey brown (IOYR 4/1-3/2), porous, micaceous, bioturbated, roots, disseminated CaCOs, o CLA YEY SILT WITH SAND (ML): Fine Sand, trace coarse Sand, dry to slightly moist, stiff, very dark grey brown (IOYR 3/2), very porous, micaceous, bioturbated, some root hairs, numerous CaCOs stringers, with grey brown to dark grey brown (IOYR 5/2-4/2) zones of heavy nodule concentrations. o CLAYEY SILT (ML): Slightly moist, firm, dark brown to dark grey brown (lOYR 4/3-4/2), porous, micaceous, CaCOs stringers and weakly-cemented nodules, scattered roots. @ SANDY CLAYEY SILT (ML): Fine to coarse Sand with scattered gravels, slightly moist, stiff, very dark grey to dark grey brown (IOYR 3/1-3/2), porous, micaceous, scattered roots, scattered grey brown stringers of CaCOs. @ CLAYEY SILT (ML): Slightly moist to moist, very dark grey brown with very dark grey mottling (IOYR 3/2 with 3/1), porous, highly micaceous, with discontinuous fine Sand stringers, scattered roots, disseminated CaCOs with scattered stringers and soft nodules. t\CO 5-A .. 611-l0-90 31VO JW: t>lf 6 ON LJ3rOlfd 'O'd :A8 03^9lfddV WO'V :IA8 NMVlfO - - - - - - - - - - - - - - - - - - - Ul CIl .. co 'i:j o Ul Ul c:(c o l( i5 .. CIl ... CIl co .c u Ul an I c( Q U) ::t: o Z W II: I- z o - ~ LO- 1-' V> - .... V) i:5 ~I ~ ; V) :IE Cl .... =- ~ ... > ~ 0_ ... "'- ... 0_ '" '" "" o - I I o "" o - 3d01S-NI-~V3Ha - ."\ . ~ 1 - ... / '" ~ 10.. '" ~ \ ~ ,I \" \ X:: .).. ,\"-' t \'> \~ t Y:.< l.., ~.:.: r'. " . ,'.....:. ...\0 \. , , . I.. t". \,' " \:" t"- '- i j ... -c ~'\- .~ o "" o - I 0- ~ 0_ - "'- - o_ N "'- N 0_ "" ~- --' - -r- 0' /. ~ , ;, - . - ," -:: I" \.~ f( r:t'- r: f.. \ \ \ \ \ \ I '" N o - I I 1 1 \ \ \ \ I '" - o - () '" N o - I ~ . . . o IX> 3HOHS I o N o - o . . o N o - I . ~ ~ '" - o - I , ."- 8 :;~ ~ 8 - , ~ ~ u ~ .~ :. ] G ~ - ~ u i i l! G... ... ~~ >- ~ G '" ::. .~ :.' :a on .! >- ~ _ G o ..J... U ~ G . u ii. ii - ~ 'fi :2 ",0 ..- ;. .8 .; -8"- ~ ._ l""I , :a' '" e- - ~ G ~ on .c .'" III 00 ... ~] i ~~ ~ ~.. .. ... i f, . ... .. Ie :> on z .... ~ ~ .. G C ~ 6 .. o ~ " >- G .. ~ 8- ~ ~ G ~ G . ... u c ... ~ .. c ~ III .. ... ~ .. E :: ~ Ii .. ~ > u 0 - .. ] ,~ '" .. . 1! .. .. ~ ll. f G G .. " g u ._ .c .. .. 1! ..; ~ ~ :3 5 ~ UJ .. - ~f'~.8 . '- ~ l! ~ = !I .e' "Q III : ~ - ~ ~ -I:: -~-.e- r -{ii 0.... ._ ~ ! :a : g '" ~ Ii til -; ~ .... .w .... ~ o Go. ~'~~21 'll ... 0 g 't 8 .c ; -.. ~- fI .oJ L. .... " - ... . .c u ~ ~ j I ! ;;: . . .. . . . . . r ... u c ... ~ u ... c ~ ~ .. ... . . it' ... u c ... i'l u ~ ... c ~ .. " ~ '" ~ is :IE ~ .... lC I ... u. I 1 I 1 I 1 I I I 1 I I 1 I I 1 I 1 1 Associates Schaefer Dixon TRENCH SDA-5 UNITS SURFICIAL SOIL (A HORIZON) o CLAYEY SILT WITH SAND AND GRAVELS (ML); Moist to wet, soft to firm, dark brown to very dark brown (IOYR 3/2-2/2), very porous, traces of fine to coarse Sand and subangular to subrounded Gravels, traces of rootlets to abundant rootlets upper I', upper I' disturbed. ALLUVIUM (Qal) @ SILT (ML): Moist, firm to stiff, dark brown to dark grey brown (IOYR 4/2-4/3), very porous, traces of rootlets, numerous rootlet casts, traces of subangular to subrounded Gravels, trace of Bedrock fragments, trace of Sand-variable grain size. PAUBA FORMATION (Qps) CD SILTSTONE: Dark grey brown to olive brown (2.5Y 4/2-4/4), moist, moderately hard, micaceous, locally orange oxide mottled. @ SANDSTONE WITH GRAVELS; Medium to coarse grained, slightly moist to moist. trace Silt, moderately hard to hard, light grey to brown grey (2,5Y 7/2-5/2), micaceous, gravels maximum 2" diameter, subrounded, scattered to numerous, strong orange oxide staining. @ SANDSTONE: Fine to coarse grained, slightly moist to moist, moderately hard to hard, brown (IOYR 5/3), It. olive brown (2.5YR 5/4), poorly sorted, trace to pervasively orange oxide stained, traces of coarse Sand-Gravel (subangular to subrounded), o CLA YEY SILTSTONE WITH SAND: Moist, moderately hard to hard, olive grey (5Y 5/2), traces of fine to coarse grained Sand. /fJ 6-A I I 1 I I I I I I I I I I I 1 I I 1 1 @ @ Associates Schaefer Dixon TRRNf:H SDA-S (ConU SANDSTONE: Very fine grained grades to sandy Siltstone, slightly moist to moist, moderately hard, brown-grey (2.5Y 6/2-5/2), local orange oxide mottling (2,5Y 6/6-6/8). SANDSTONE WITH TRACE SCATTERED GRAVELS: Slightly moist, fine to coarse grained (traces of Silt), moderately hard to hard, brown (7.5YR 4/6-matrix), Gravels subangular, subrounded (common). 6- A Cont. 68-LO-90- 31~O :m:rlllJ6 ON D3rOlJd ,'O'd :AS 03^PlJdd~ W'O'~ AS NM\fllO - - - - - - - - - - - - - - - - - - - .:.. !!l .... g .. .... ':' . :: . .. = co I cC Q tn :I: U Z W a: ... z o - .... "'- c'" .... on ~ .... In ~ r ~ lJ.I z: .... .. 0 z: .... ~ ... :.- ...... " 'Iii -f' l't.... . .... ~ '. ~ .~ ..:... t;; . L ..0.... o b<Y.....;:'4: \ ::: .-::", ": '.~fff; . - j ( c( -" ...... ..' . \ ". Z D :;:::-/~. . ~. . ~ 0 -- (,.'... ..::;:. /' \ ,;;; I....: ........ ," -.... '0 ~."". ~ i:' 3d01S-NI-~lf3H9 ...: I ::'i ,...-:/f~.I":"''tl.~;: _ yr...' ,. . 0. .)... I I I." .\ ., .f> ....:. ,,_ 0 j':: ....... ~, ./;. '1" ..'.~.. 0 f::j ~ 1if~ : . i ':.: . ~ I ': . 'J' : ." . .'. '" _, / I /"../>..;:.'.. g , ~[.::.: :.: /.'.;."- '" ^' f JJ"'J~"",'/:" . .... - 11! ",' . '" .. - - ,- .1 '.~' 'In''' " I" : ~ ,,~ II IW",L:.: : > ...!.....',_. 9 I 111+/1' . \,.;';} " .: \..:. '.' /' Or ~I I" '; - . _____ 0 ~ : ".: '. . .... . , I, (0 ,',II IV.' : ,:.\'.~. -':.)r /I,j":- ,,\.;- _, t1jCllr . .y I ,tij/ ',I,:' ) , II "J . . tl/,! . ~ T) J;j' J . ...9 'r, / I 1 :: ~.} 1,,1) .' ,- I JI/t '{ : ,,-<. I I I' I I .- v I If /) I I ;: 9NI9901 ~O l1W'1 '" ..,- 0_ .., '" ....- g}- ... '-' .-: eo: ::> on o z ::> o eo: '" \ c-/ --I I I -J :, :1 I --I o . J :HOHS : '- 3HOHS . .It\ . ~ .. .. Ii .. z on on N N ~' '" z j ,. ~ u ... u -= ~ - .. . Q .,; . i ~ .. ~ 2' . on z ~ ~ ~ 8 ~ 15 ~ 'c . ~ .. ~ K o " 8' ~ ~ o ~ ~ ';; ]' ! u ... u -= ~ - .. , is .. . .... oJ i ~ . .. ., .. ~ '0; o .. .. ctc o Ie Q .. ., ... ., ~ .l: U III '" "'- o 0_ ~ o ",- '" ",- I \ I ^ " -~J-' l}~ I ->-~l- -' -' ~ l.L. >- ). -,- ~ I / / ( / .--'/ /' I ... '" - '" . . s o - . . 0; ~ 1 -= 1! ~ 8- o ~ "0 0; -= 1 . -= ~ !!' " .. a !I _ ~ ~ 15 ~ ~ II; c; . ~ '" ::: g 1 ~ 8' t - i 1 ~ .... 3 . ~ ~ ~ ~ .. 's "0 0; ~ ~ ~ Ii ... ~ ~ .. ~ o -0 u - S . .. I .. ~ o ~ - .c .. .. ~ o 8' -= ~ ~ ~ I .. 15 ~ o ~ .. ~ o ~ .. " ~ ~' E ~ - .. ~ : '- - -.. 1 I ~ II ~ I I ~ .. - u ~ .~ . ~ ~ ~ ~ .2. g ~I E 0.- ;; 5:;.. . 2.. .. .. -3 I ~ ~ 15<s c u c _ 'li] g ~ - I ' ~ ;1 ; ~l ~ :l g H ;; [. i d ;;; . . '\(\ \G .... I ~ ~ i ~ I I I I I I I I I I I I I I I I I 1 I Associates Schaefer Dixon TRRNCH SDA-6 UNITS SURFICIAL SOIL (A HORIZON) @ CLA YEY SILT WITH SAND AND GRAVELS (ML): Trace of Sand fine to coarse grained, moist, soft to firm, ~dark brown to dark grey brown (IOYR 4/2-4/3), very porous, trace of Gravel subangular to subrounded, trace of rootlets to numerous rootlets in upper I', upper I' appears disturbed. ALLUVIUM (Qal) @ SANDY SILT WITH GRAVELS (ML): Fine to coarse grained Sand, moist, firm to stiff, very dark grey brown (lOYR 3/2), porous, trace scattered subangular to subrounded gravels, trace of rootlets, PAUBA FORMATION (Qps) CD CLA YEY SILTSTONE: Moist, hard 10 very hard, olive grey to dark olive grey (5Y 4/2-3/2), numerous clay parting surfaces, trace of Sand (fine to coarse grained) trace of rootlets, weathered appearance. @ SILTSTONE TO SANDY SILTSTONE: Moist, hard to very hard, olive (5Y 5/3-4/3), traces of Clay; traces of clay partings, scattered fine to medium grained Sand, trace of orange oxide mottling, micaceous. @ SANDSTONE: Fine to coarse grained, coarse at base, slightly moist, hard, color variable, light brown grey (lOYR 6/2) to light yellow brown (2.5Y 6/4), micaceous, orange oxide mottling, trace Silt lenses (light olive grey) (5Y 6/2). o SANDSTONE: Fine to coarse grained, slightly moist, hard, dark yellow brown (I OYR 4/4), micaceous, numerous lenses-cross bedded, oxidized appearance, locally weathered. p)V 7-A I I I I@ I I@ 1 ,0 I@ I I@ I I I I , I 1 I Associates Schaefer Dixon TRENCH SDA-6 (ContJ SANDSTONE WITH TRACE OF GRAVELS: Fine to coarse grained with gravels in lenses, slightly moist, hard, light olive to light olive grey (5Y 6/2-6/4), micaceous, gravels subangular to subrounded, orange oxide mottling common. SANDSTONE WITH TRACE OF GRAVELS: Medium to coarse grained, slightly moist, hard, dark brown (7.5YR 3/2-JOYR 3/3), micaceous, traces of clay coating sand grains and cementing, trace rootlets, trace Gravel, oxidized appearance, SILTSTONE: Hard, moist, dark grey brown to olive brown (2.5Y 4/2-5Y 4/2), micaceous, very thin sand laminae, traces orange oxide mottling, SILTSTONE TO VERY FINE SANDSTONE: Very fine grained, moist, hard, olive grey (5Y 5/2), micaceous, traces of orange oxide mottling, CLA YEY SILTSTONE: Moist, hard, olive (5Y 5/3-4/3), traces fine to medium Sand and rootlets, numerous Clay partings. 4J 7-A Cont. 69-LO-90 31VO JZrr~~6 :'ON 1J3rO~d 'O'd :All 03^O~ddV 'W'O'V :All NMIfMO - - - - - - - - - - - - - - - - - - ... In Gl .. .. 'i:; o In In <tc o Ie i3 .. Gl ... Gl .. .:: u Ul ,... I 4( C en 2: o Z W a: to- UJ C7I \0 z: . . ~ .... V! !al ~ Q z: o .... =- UJ - :.- .... '" o - >- 0- ~ '" 0 '" 0 - I "'- ... 0....- ... '" M- O_ M 3d01S-NI -~"'3H8 '" '" ~ "--- - "'- - o_ N I o M o - '" u <t '" " '" C '" " C '" '" I'<) \'<) I I \ \ I '" N o - '" N '" - I ",- ~ [ '\, "- ) I ;..:/ I.: 1 f.:..'/ (. ",\ .... n~'1 (,::, i '," . .... 1\1 '<l- . I o N '" - o N '" - I - ..L 4( I ,... :I: I- 4( g; C~~ 0....1- z: lj ~ Z w a: to- . ;< , . 'to . '" - '" - I .:. ~ ~ ... .. . '" o ;: 0- ~ '" ! .c o .. ~ ~ ~ 8 ~ 1! ~ .. ~ ~ ~ oj 'c '; ~ o ~ . o u i ~ o ~ ~ 'E . ... ... p - ~. ,.0 ~Z U .. U ~.. 5 u~ -" .c u ~~ ~~ 0- , " ",.c o~ ,d ~ ," ~ ... u ~'t ~li. . t- 0_ - '" u '" ... co: " '" c '" " '" '" "'- '" "'- - -8 'x o ~ " ~ o ~ ~ 'e . ... '.. ]~ :;i ~z u i. - ~ ... ~ u ~ - " .c u ~~ ~~ OG . - .c -~ ~ ! o ~ .. . ~ ... u ~'t ~ li. ! ~ .c " o ~ o ~ ~ '" ~ i 8 ~ ~ u 1! ~ " .. ~ .. u ~ - ~~g ~ ~ . ,- 1) c c .- .- " ~ ~ ~ o .. :. . i o '" '" "" co: . '" ... c 5 . u> ...... c... ;~ -8 'x o u ~ ~ ~ o ~ o 1) .c u :: . :d ,.~ - ~ -~ " Ii 8- ~ ~ o . u ~i ~ .~ u> .. .. . ~ .. u :0 u~ ;: II .. ~ ~~ :!~ ...- z" . ~ c '" c c . '" ~'" .. ~~ -co: W~ >- . "'''' I~ . >- i ~ .... ~ - "'3 i~ ....'" .. ... i ... ":l:! .. '" ~"" j~ "'... >-... ..- - >- "'''' . .. > u 1 .c '2 ~ 8- ~ ~ " -.; .c 1 . .c c:!i ~ ~ '- &. ~ '. ~ ~ s ~ ! '" - <Xl 0 , ~ '" : g 1) ~ .. '. ll' :; - -8 i ~ :: !5 >-'" ..~ -", '" '" . ... III u ~ . IS Z "I ~ N <i a... ~~ _3 ...'" .... _ '" I r.'j . ~~ ... : ~...; d~ . . u ~ ~ ~ .. 's " -.; ~ ~ ~ Ii ... ~ ~ .. ~ o o u ) . .. I o ~ o ~ - C lil ~ o ! 1 ~ ~ ! . a ~ ~ ~ .. ~ o ~ .. u ~ .. ~ ~ o '2 ~ o '2 ~ o ~ ~ o ~ '~ s 'i o ~ , ~1 .. ll' Q.- ~~ ,- " ~ S~ u ~ ~~ oE ~ :: . ~] "'~ "'u d u ~ u 2 ~ 'x! o h' ~ . ! :: .. I o ~ ~ ~ " -.; ~ u ~ " g ! ... .. B ~ c g ~ " ~ .. 1 ~ j ... ~Ii is t: ~ I I I I UNITS SURFICIAL SOIL (A HORIZON) I@ I 1 ALLUVIUM (Qal) I CD CLA YEY SILT (ML): I @ SANDY SILT (ML): 1 1 PAUBA FORMATION (Qps) o SANDY SILTSTONE: I I @ SANDSTONE: I I I I I I Associates Schaefer Dixon TRENC.H SDA-7 SILTY SAND/SANDY SILT (SM-ML): Fine to medium Sand with trace of coarse Sand, moist, loose to medium dense, very dark brown (IOYR 2/2), porous, rootlets abundant in upper )', upper )' appears disturbed. Traces of very fine to coarse Sand, moist, stiff, black (5Y 2.5/1), slightly porous, organic rich appearance, Very fine to coarse Sand and Gravels, moist, stiff, very dark brown to black (IOYR 2/2-2/1), porous, clay coating on coarse Sand and Gravels. Very fine to medium grained, moist, moderately hard to hard, olive grey (5Y 5/2); Sand ttIO%), massive appearance, Very fine to coarse grained, slightly moist, soft to moderately hard, light olive grey to olive grey (5Y 5/2-4/2), micaceous, trace of sandy Silt to Silt rip-up clast, poorly sorted, trace of granitic/metamorphic Gravels, Gravels subangular to subrounded. t'~ ':) a-A flB-LO-90 31VO J2EE~M6 :'ON IJ3rOMd 'O'd :AS 03^OMddV W'O'V AS NMIfllO - - - - - - - - - - - - - - - - - - - I I I I ( .(.. I J I I, :-: -, .r. I 'f: L , :'F I ',' fl :. .~: II 'j', )t!r ::,r, ,,< r 7 I '.~' 1- ...- '-';"'-' I I ""'_ 1+\ 12:- '/.. - ~--_ or., " ..,....... -.!.r....-::: , . .,"..... I I': . .. ". , . ~.J"; " . ,;,: ", . : : '. '. . .~, . '. :: I::. . , .:: :': I' . .. '. / .... 11 ' . '.. '. It' " , '''1 , I ' .. .., . , '. .' I.... hi: : ,. '. .' '".,~ ~: . .'" :':J~ ~'r :. " . .., ". '. ~: :.' ..' . ... I'.. "f,' ..' . :,'::::' ';~ .:'::.':: /. !.. ....11'... f '. '.~' :." '.~' .' '. (.1, ..It.-.. "'1'.~-: /-" II." ". d'.': I .. '. . fI" /::( , .If.':. ',: ':, : ~ .: .: . 1/,. , ~. . , ., '.... . . /. ,( .. . ,1, ' 'I'l.., ':. '/ . : " f'.". I ~ . '" ::~:: \ . . ,."., i ' (-',' . ~ .: . . " '.. r _ ',. 0" . ~ . ~ . .. . . . o. J I ' I".. r, I" ". I' I'.. . . "- .... ... . I,' :.'. .' . . 1\'" (.1. .t :.... -, I, .. /-' . '.fil,::.:' t- . W. I:' '-' '\ l~' I. . \\\ t . L. . .' . '. r.~l '. t.o I I~'I . C. ',' . , .' z o - ... .., 0- ... V'> "'- ~ "'- 0_ ~ o_ N o .., o ~ I I ~ I '" N o ~ I o N o ~ 10 . I '" ~ o ~ , w ~ ~ ~ ~ - ~ VI ~ Ii Q"'- z'" := =- CD~ I':: c( ~- lil~ ~ a:: ~ 3d01S-NI-~V3U9 "'- N 0_ .., '" U ~ '" '" V'> o Z '" o '" '" I I I I I I I I I I I ~ ~ . '" o o .... u. :r u z '" '" ..... . oC . ,. .. ~~ . I .. ~ " ~ 8 ~ 'l! " .. ~ 8 ~ ~ o " II ~ ~ ~ .. 's 1 ,- , -w '.. 1i'~ u'; on ,. :: ~. ].. .~ .. - .:! il .c... ~ ..~ o. , - II ~~ ~i u i::: ~ !l .. .. N '" R z if i u !: ~ .c .. .. .. u .c ~ - o o , ~ w z '" . l:' - '" w a ~- .J ~ \ , I J ~- "'- '" I -\ I I I I ~ " " ~ 0_ <C "'- <C III .. .. III 'u o III III <c o l( Q ~ .. ... .. III .c u III 2' o N- N V'> Z o ~5 "'..... 3 V'> V'>Z .....'" - '" Z 3 '" ... '" V'> 00 0 '" N OON "'''' Z'" 0 _ '" Z ..."'.., Zv> 000'" UO<c I \ I I 1 '" N o ~ MATCH LINE. 1 f ? I 1 1 r J h 1 I, ! I; I I ~ I r 11 . 1 i J I 1 . "l I I J ) 1 j: J I 1'" I I { , ! / I /1/ '"'" I ro' t. /' I ( I -t _ 11:':-: Lt-.t~, r- .' (, ~. I" l~ r I", -I' I, I J , , " > ~ --- 'l! . .c 'l! " 8. " ~ ~ ~ .c 'l! . .c ~ .. ~ !Ii c 'l! " ~ ~ '" '" :2 , II ~ 1 ~ ~ . c '" " ii. ~ 5 ~ '0 ... g ~ D. ';: u ~ ~ ~ . ,; ~ ~ ~ . 's 'U .. ~ ~ . Ii .. " ~ .. ~ o '0 u - 1 . . .. I ~ ~ o ~ - .:. <> '" ~ o g .c ~ ~ ~ t '" . 'i ~ " ,~ .. i ~ o ~ ~ ~ " ~ .. L " S ~ " ! w " ~ Z ... c g ~ . ~ .. 'l! " g ~ ! w '" ~ o ~ I o ~ o ~ I f' 'f ~ is I; ~ C7l ... IX ii .... ~ I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon TRRNCH SDA-R UNITS SURFICIAL SOIL (A HORIZON) @ SANDY SILT TO SILTY SAND (ML-SM): Fine to coarse grained, moist, firm to stiff, very dark brown to black (J OYR 2/2-2/1), porous, trace of rootlets, upper I' appears reworked, ALLUVIUM (Qal) @ SILTY SAND WITH TRACES OF GRAVEL (SM): Very fine to fine Sand with traces of medium to coarse Sand, moist, medium dense to dense, very dark brown (2.5Y 3/2), porous, mottled appearance~scattered medium olive grey Sandstone and Siltstone fragments-organic rich appearance, trace of Chiy. @ SILTY CLAY TO CLAYEY SILT (CL-ML): Firm to stiff, moist, dark grey brown (2.5Y 4/2) to dark olive grey (5Y 3/2), porous, numerous clay coated fracture-parting surfaces, blocky to prismatic texture, trace of rootlets to rootlet casts, trace fine to coarse Sand and subrounded Gravel; possible buried soil. @ SANDY SILT TO SILT (ML): Stiff to very stiff, moist, dark greyish brown (2.5Y 4/2), locally porous, generally slightly porous, rare rootlets, increase in percentage of Sand near lower contact, Sand-variable grain size, trace of subangular to subrounded Gravels. @ SANDY SILT TO SILT (ML): Stiff to very stiff, slightly moist to moist, greyish brown (2.5Y 5/2), very porous, trace of white carbonate mottling, rare rootlets, bleached unit 10, trace of Sand with variable grain size, and subangular to subrounded Gravels. OLDER ALLUVIUM (QoaI) @ SAND WITH TRACES OF GRAVEL (SP): Very fine to coarse grained Sand, Slightly moist-moist, dense, olive grey (5Y 5/2-4/2), lense of Silt to coarse Sand common, micaceous, trace of subangular to subrounded Gravel. /\. 'J Q-A I 1 I I I I I I 1 I I I I I I I I I I Associates Schaefer Dixon TRRNCH SDA-8 (Cant,) (]) CLA YEY SILT (ML): Moist, firm to stiff, olive grey (5Y 5/2), traces of very fine to fine grained sand, micaceous, traces of orange oxide mottling. PAUBA FORMATION (Qps) CD SANDSTONE TO SILTY SANDSTONE Fine to coarse grained, slightly moist, soft to moderately hard, pale olive (5Y 6/3), increased % of fines near upper contact, trace of subrounded Gravels, poorly sorted trace rootlets, orange oxide along rootlets, trace of fine grained mica. @ SILTSTONE: Very fine grained, slightly moist, hard, light olive grey (5Y 6/2), micaceous, trace rootlets, trace orange oxide along rootlets, rare fine to coarse grained Sand. @ SANDSTONE: Fine to coarse grained, slightly moist, hard, light olive grey (5Y 6/2), trace of Gravel, Gravel subangular to subrounded, micaceous, gravels composed of granitics. o SANDSTONE: Fine grained with scattered medium to coarse grained Sand, slightly moist, hard, light olive grey to light grey (5Y 7/2-6/2), orange oxide staining along bedding, scattered lenses and cross-bedding, micaceous. o SILTY SANDSTONE: Fine to coarse grained Sand, slightly moist, hard, olive grey (5Y 5/2-5Y 6/3), poorly sorted, fines upward. ~ 9- A Cnnt - - - - - - - - - -.-- - - - - - - - - - - 6\1-LO-90 31\10 JZEE17M6 O'd AS 03AOHdd\f AS NMWOJ ON 1J3rOMd WO'\f U">_ ~ 0_ <Xl U">_ <Xl ~- \ I I \ l I I I \ I I I ,. I \ I \ I \ I \ I \ I I 3NIl HJ1VW , I , , I - \ \' I II \ \ \ \ \ \ ~, I t \ I I I I I \ 1 , t 1 ~ ;( -')' , I ,:)' .'" I :+ :.- \' .)'1 " ,- " ,... I "" o o -' "- :to '-' ;z: ~ t- U"> ",- o 0- ~ f' I ,\ I 'I: 1,\ 1,"1 I I I -,I I! _II I \ _ 1\11 I, II '1 I Ill, i I I \ I I-"TLI~I I I, ~ 11 , I - I ') I i I I "I I 1 i , TI 1, I i '\, I '1\ _ I ,I 1\ I, I r 'I \ I I I I I, I I I ,,\ I l\i\ I I I I l I I I en I ~ tn... \D :I:~ o Z w a: to- . U"> 0- ~ U"> ~- ~~ l- V! !Ii! ~ o z: o s- I-~ :a ... ... > .... '" '-' .. .... "" ::> Vl Cl ;z: ::> ~ '" I I I I I I \ I I I I I \ I \ I I L j I ( i 1 I / \ I I \ . J I r I r11 r' I~ I J - I \ T \ ~ I' II -J. 1 I r \ .... \ I 1 I \ '\ I I I III " I I I \ I l I I " " oJ) '. I " , , Cl N- ~ U"> N-- ~ Cl M- ~ \ , r I' \ i 1 \ , /' \ J, I I \ I I ,. U"> M- ~ o .,.- ~ I en CIl .. os 'u o en en C(c o lC is .. CIl ... CIl 'os .c u III U"> ...- ~ o U">- ~ 1 o N o ~ I U"> ~ o ~ I o ~ o ~ I U"> o o ~ I ~('l en '~ V! is z ~ I- , " ~, - - - - - - - - - - - - - - - - - - - 68-LO-90 31'0'0 0- 3GffvH6 :'ON 133rOHd I '" - o - I o - o - I '" o o - OOd AS 03^OHdd'o' WO''o' AS NM\tllO U'>- 0_ - "'- - o_ N ~ 0) I ~ CIJ is z w a: ... ... \D ; . ~ I- lit !j ~ o :z: o l- =- ... .... > ..... o ,.y- "'- M ~ "'- .... 0_ '" ~ "'- '" ... '-' "" .... '" => V> '" z: => '" '" '" I I I I - I \ J I I If r I I' \ I I \-'-1\ I I I I I I 1 (I r II I ,I - -1 \ \ I I r \ '- \ 1 ,\ \ ~ 1 IHOH J /, I - , II, l't, I \ ' II I' d ( \~I I -I 1'1"\ I,ll I ' I 1'1' ) I ,t J,II II ( I ,_II \ I I I I , \ ( I ~ \ II - I ~ I l I 1 I I ! I I I I I I I I - I l ro I II I. I I ( I I I I I oIJ I I I ( I I \ I I r 1 L r I I' ~ \ I \ I r I I I J! I I , I I I 3HOHS <I- I I I / ./1 I I I II I ,. I I. I . I !-c--'-:-, 71 I'; I I, I I I , I ~ I I III , I I 1 I I I I I ,. ~ ,. \ '/ t t \ , 1 ..\ ~ ~ I 1 ~I. .1 ~J. . I 1. I . J, \. l~ r:- I .. .. Ii z . ~ u 1! . ~ 1! . 8- . ~ 3! u ~ 1! . ~ !!' " ~ I Q "2 . ~ 1; .. .. .:. N , ~ "ll .. lr .<: ~ ... >- . .. Q U ... ~ .. ~ s ~ o ~ G ~ a. 'L u ~ .. ~ . u ... ~ ~ " '2 " ;; ~ ~ . i ... . .. " ... 2 o u S . " I " ... o ~ ~ .c iii ~ o lr .<: ~ ... .. 11 .. . u > u " u " c . ~ o ~ u > .. . u ... u ... . " S .. . ~ .. .. 11 ~ c G .. . .. " "2 . G .. i .. .. Gl .. co 'ij o .. .. C(c o lC Q .. Gl ... Gl co .c u l/l '" ",- '" ....- 0_ .... i,l I \ i'lt I ' , I l~l d T I rO 3HO , I I I ( \ I ) HATCH LINE v I 1 In I I I ,I I I I I } Q. l:rI 0 ..5 I .... i!S ... lit ~ o ! ;;I~ I- I I I I UNITS I I I I I 1 I I I I I 1 I I I S h f .D" Associates c ae er Ixon TRENCH SDA-9 SURFICIAL SOIL (A HORIZON) CD CLA YEY SILT (ML): Moist, firm, very dark grey brown to black (lOYR 3/2-3/1), porous to slightly porous, roots, disturbed appearance, tilled. ALLUVIUM (Qal): @ CLA YEY SILT (ML) (A HORIZON): Moist, firm, very dark grey brown to black (lOYR 3/2-3/1), very porous, bioturbated, roots. @ CLAYEY SILT (ML) - (WEAK Bt-Btc): Slightly moist to moist, firm to stiff, dark grey brown (IOYR 4/2) with very dark brown (lOYR 3/3) mottles, porous, bioturbated, numerous CaCOs stringers and weakly to moderately cemented nodules, rootlets, weak blocky structure. o SANDY SILT TO SILTY SAND WITH CLAY (ML-SM): Fine grained with scattered coarse Sand, moist, stiff, dark brown (lOYR 4/3) with very dark brown (lOYR 3/2) staining along parting surfaces, slightly porous, CaCOs stringers and discontinuous CaCOs nodule line, @ SILTY SAND WITH CLAY TO SANDY SILT (SM-ML): Very fine to fine grained, moist, medium dense, dark brown slightly very dark brown staining (IOYR 3/2), slightly porous, disseminated CaCOs with scattered stringers. (IOYR 3/3) with scattered rootlets, @ CLAYEY SAND TO CLAYEY SILTY SAND (SC-SM): Very fine to fine grained coarsening eastward to fine to medium Sand, slightly moist to moist, medium dense, dark brown (IOYR 3/3) with very dark grey brown, (lOYR 3/2) staining, slightly porous, grades to fine to coarse silty Sand at base. o CLAYEY SILT WITH SAND (ML): Moist, firm to stiff, very dark grey brown (I0YR 3/2), slightly porous, very micaceous, carbon (?) (black) lined roots. Co\. 10-A 31\10 J2ffvM6 :'ON 1J3rOMd 'O'd :Aa 03^OMdd\l W' O' \I :,Aa NM\f!IO - - - - - - - - - - - - - - - - - - - .. .. .. Cll '0; o .. .. c:(c o )( is .. .. ... .. Cll .c u l/l o .... I c( C 0' ::t: o Z 1&.1 II: to- z o ;:: 0- ~ V> "'- ~- "'- N ~ ~ VI ~ !~ , 0 &.1.1 z: 0_ III N ..,. 0 z ~ :II LU .... > -- "'- ~ o_ M ~- ~- I '" N o ~ ,<:1. <oJ U "" U. '" :::> V> o z: :::> o '" '-" '" N o ~ I . ) I: . I o N o ~ ':T:;) 'c I l!;~:~/( I lJ'il I'/J~r(1 I.r" , I ,',_I - '1'-t9~ I ,',_ ./ 1'-'1 ~/~'lr /./ c,.:, . -', / I;~l I I ~ f i D - fl- , /.'f'r:: ~ (t,+h' '-T.~ ' IJ. , . o o N o ~ I I IJ) 0( . '" ~ o ~ I I '" .... o ~ . 00 .. :> .... !:l .. .... '" , ~ ~ ~ ~ ~ o ~ ~ i G 2 'If ~ c ~ G U .s' '; - o . .. 00 !'l .... u c .. ~ . c . 'll ~ G ~ .t: ~ ]' ~ If 'il u ,. 1 .s' '; - .,; v . ~ G ~ .t: ~ ~ Goo i~ . ' ~~ 0'" z ~ " N ~ .s N -c x_ .t: - ~ .. ,~ .,; x ~ 1! -: . o .~ ~;; N... ....8 ... ~ H . .. . ~ ! ~ - I '2 . G I .t: 1! . 0 ~ 8- ~ . ~ ~~-...._-- .., . ;; ;; .t: ~ ] t . .t: ~ ~ . ~ ~ ~ E c I ::: ~ ,; - ~ ~ 00 0 ~ I ~ 1! ~ ~ 6. .; . ~ c ~ .., ~ ;; ~ ~ c c 0 0 ~ ~ c ~ ~ ~ - - G a ~ lli '0 .;, ~ ~ ~ ... ~ . ~ G 0 ~ , ~ . - ~ &' 1 'll ~ ~ Q. 0 .. ';: '0 &' .. .. 1 ! - . .t: .s ~ ~ ~ ~ ~ E ~ 1: ~ ~ ! - .... :0: .. .. .. .... 0 z . . . . . ~~ o ... I ~ 5 z lli! ~ .... .... ~ m - ~ I 1 1 1 UNITS 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 Associates Schaefer Dixon TRRNC:H SDA-10 SURFICIAL SOILS CD SANDY SILT (ML) (A HORIZON): Fine grained with trace coarse Sand, firm, very moist, very dark grey brown (IOYR 3/2), with roots, scattered gravels, porous, slightly micaceous, subrounded gravels. @ SANDY SILT (ML) (CUMULIC B HORIZON): Fine grained with trace coarse Sand to fine Gravel, firm, moist, dark brown (IOYR 3/3), porous, slightly micaceous. ALLUVIUM (Qal) (f) GRA YELL Y CLAYEY SAND TO SILTY SAND WITH CLAY (SC-SM): Slightly moist to moist, medium dense to dense, brown (IOYR 4/2), slightly friable, slightly micaceous, some fine subangular to angular Gravel. @ CLAYEY SAND (SC): Fine to medium grained, slightly moist, dense, brown (lOYR 4/3), slightly porous, slightly micaceous, with scattered coarse Sand. PAUBA FORMATION' (Qps) @) CLAYEY SANDSTONE: Fine grained, slightly moist, hard, brown (IOYR 4/3), slightly porous, micaceous, clay films, blocky structure, rare roots (is very similar to Unit 8). o CLA YEY SANDSTONE: Fine grained, slightly moist, hard, It. olive brown (2.5YR 5/4) to yellow brown (IOYR 5/6), non-porous, micaceous, orange oxide staining. @ SANDY SILTSTONE-SILTY SANDSTONE: Fine grained with trace medium to coarse Sand, moist, moderately hard to hard, dark greyish brown (2.5Y 4/2), with discontinuous Sand interbeds. C/J 11-A I 1 1 I@ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Associates Schaefer Dixon TRENCH SDA-10 <Cant.> SILTY SANDSTONE: Fine to medium grained, moist, moderately hard to hard, olive grey (5Y 5/2) to dark yellow brown (IOYR 4/6) mottled, micaceous. (j\ 11-A Cant. 68-l0-90 31110 JlEEvH6 :'ON 1J3rOHd - - - - - - - - - - - - - - All 03^OHddll - - W'O'II - All - NMIIHO - O'd z o - t-o - ~ Vl "'- 0_ - I => M o - I '" N o - ~ ~ ~ ~ lli :;; Ii a f ... .w .... 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Ct a ~,w~oJI)..O.It'~ 'o'~~ 1/ I.' I,' .\J':Q~:QC)I'i\ii" '.(' ' I \)'.0. ". J1......~.:.-.:....I~:ll~I[.;1\l! 'I' "0'" '. 't). o,q 311' II ..7 ro~. ..~o~.P: ,0:01101 r,/ /III :';( ..j " 0 ,~ 0 . o...~ . ~r,.c~ ' I .' .. '-I . ()' 0: 0 , ~ ''-UP . . , Q . ,... .. . ... ' LI,.....~.;. "/1",,;.-.0..;1 I- 'f .0' ,....r..f)'/ '1'" ,-:v.ny' ',~' ,,'.p ." \~ I J' ....ll '..... _1. " ..' ..... t....I/\..~.<o;~~II.JJ;!.~.'., ", t ",' " .0' ...0., tQI' lb../!j~ ':' .' '1 ' " ,.,/(,., _.' 0'0 0: .Cl" 0...... , '. ' " .~ ~' hV ," '1'- . ""()'. .:.y;. ...j.'.. .;.' /. . ." 0 0 ~ 0/ ....." , o. . [j:).' ''1'..' ,... , ~~I'."O.Og;,g..: . '. (." ".". c..-..D?)' .' 1,,10, 1"::";Q:Q~.' : ' ':;,' '.:' '.CI.Q'~'i1:{Qv." .' ./." "; 'I" ~I" ..' ~O.~. ,,/:.-: J' A' . '1" :'.. 1 ' ,'D '... ,- ,,f .' rI/' I ~. . . . ,. . ' /.i/., ....:l-...~.I . ~ 'f"':' , . !Go .. 1\<1 . ..' 'J.' ..~ v .' . to l.'~.'" .,' r- ,..oj...;~o~ . . ' k 1"1 . ,~..Mi . 1(0': .)>.:01' . 1 1 0 pD' 'd It .- -I.. .-r.:\ . )"~ ,'..0' 'Q 'u, ' . 1'1 r;J'.: ,p-',:'.Oo : . li~ _0,'. .'(/.T , . . . . ...'.. 0, ,., . .v' .... r. .. .0-::: Jt.. . (l .... ..' I ....-;-~ .....~ ;'/.:-1....;. -:' u: a:<::i. II .' 't- Hjd:' I., 'I:: '. . . ..... , . , . . .'t.' " ,.' , . , . :" ~ 'p" ...... . ' ~~:. ." '" en - - I ~ I" I ~I -, I I. \ , " ',' u', !It '" :~~ ~.. I :-:~ .... '.' ':: . . " '.. " , I: ~ It 1 o _ .... MATCH LINE o o - - '" M o - I o M o - i '" N o - I :Y .... N .... .... . ! lli V! m ::c ... u LI.. Z lli I- I 1 1 1 UNITS 1 1 1 1 1 I 1 1 1 I 1 1 I 1 1 Associates Schaefer Dixon TRENCH SDA-ll SURFICIAL SOIL (A HORIZON) @ CLAYEY SANDY SILT (ML): Fine grained with some coarse Sand, slightly moist to moist, medium dense, brown (IOYR 5/3), porous, root hairs, (possibly reworked in upper section). OLDER ALLUVIUM (Qoal)? (POSSIBLY PAUBA FORMATION) @ SAND TO GRAVELLY SAND (SP-SM-GP): Medium to coarse Sand with fine to coarse Gravel, slightly moist to dry, medium dense to dense, brown (I0YR 4/3), interfingering Sand and gravelly Sands, friable to non-friable. . @ CLAYEY SILTY SAND WITH GRAVEL (SM-SC): Fine to coarse Sand with fine to medium Gravel, slightly moist, medium dense to dense, brown (lOYR 4/3), massive. @ GRAVELLY SILT TO SANDY SILT (ML): Fine to medium Sand with fine Gravels, slightly moist, firm to stiff, brown (IOYR 4/3), thinly bedded Sands and Gravels, some cut/fill channelling, interfingering with adjacent units, o SANDY SILT TO SILTY SAND (ML-SM): Fine grained with some friable medium to coarse Sand and Gravel clayey in upper 2-3', dry to slightly moist, dense, brown (IOYR 5/3) brown (IOYR 4/2-4/3) clay films/staining, porous, few root hairs. interbeds, with dark PAUBA FORMATION (Qps) CD CLA YEY SANDSTONE WITH GRAVEL: Medium to coarse Sand, moist, moderately hard, brown thickly bedded sandy Gravels and Sands, subangular to scattered rootlets. (IOYR 4/3), thinly to angular clasts, porous, cP 12-A I 1 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 1 Associates Schaefer Dixon TRRNCH SDA-ll (Cont.> @ SILTY SANDSTONE: Fine grained, moist, moderately hard, dark brown to dark yellow brown (J 0 YR 4/3-4/4), massive, slightly porous, micaceous, scattered medium Sand. o SANDSTONE WITH CLAY: Medium to coarse Sand, scattered Gravels, moist, moderately hard, dark brown (7.5YR 4/4), porous, slightly friable, clay films. o SILTY SANDSTONE TO SANDY SILTSTONE: Very fine to fine grained, moderately hard, moist, yellow to pale yellow (IOYR 7/6-7,5Y 7/4), highly micaceous. (gV 12-A Cant, I 1 1 1 1 1 I 1 1 I I 1 1 I 1 1 1 I ~.._I O1'.<<c~ APPENDIX A EXPLORATORY TRENCH LOGS SDA-A THROUGH SDA-E ~~ C>_ ~h. ()~ ~~ l.l. - ..~- - - - - - - - - ~ \9 L:.J -~.. ,t( " - - - - - - ~1 m~\ijh ") c(~~~ C,., ~::t: C/) "-J " O~ ~~ Z()~ W~:te ECLU'" ~">~~ <. IlJ \u ~ "- () ~ ...... ~ ~ ~ .... Ul en--J Gl '" V) ~ 'c;j q: i'1' , ,- ".... 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U' n C - u I I 1 1 I I 1 I 1 I 1 I 1 1 1 I 1 I 1 Associates Schaefer Dixon RIO NEDO #4 STRUCTURAL FEATURES "A" Near vertical, irregular, planar feature, strong alignment of roots and root hairs, and a preferred parting surface, locally slight color change along feature. liB" "e" "D" Near vertical to moderately sloping, discontinuous, planar features, orange oxide staining, preferred parting surface. Near vertical, irregular, discontinuous feature, infilled zone up to two inches wide filled with loose rounded Gravels and Sand, also localized root mass, numerous krotovina along trend. Near vertical to moderate sloping, alignment up to one inch wide, juxtaposing unlike lithologies, gravels oriented parallel to the surface. Unit 3 appears dragged (draped along surface). 1~ I I I I I I 1 1 1 I 1 I I 1 1 I I I :';2:1~ "".o'';,"~~~~iS,''',~~,.,cS;'o6;;h;~';,~'L",.,;i.''.20.. .....,c... ~.cc:.... ....;;",;. APPENDIX B METHODS AND INTERPRETATION OF CONE PENETROMETER TESTING "\& I 1 1 1 I I 1 1 1 I 1 I I 1 I I I 1 I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C APPENDIX B METHODS AND INTERPRETATION OF CONE PENETROMETER TESTING B.l Methods The Cone Penetrometer Test (CPT) is one of the most effective and also economical subsurface exploration techniques for delineating stratigraphy in most alluvial soils. Data derived from the CPT can also be used in soil identification, estimating of strength parameters, density, and evaluation of liquefaction susceptibility of a soil mass. A comprehensive study of current practice in the use of the cone penetrometer and correlation of CPT data with soil properties has been published by Robertson & Campanella (1984, revised 1986). The standard cone penetrometer has a 6()O apex angle, a 10 square centimeter (cm2) tip area, and a sleeve area of 150 cm2 (ASTM D-3441, see Figure B-1). The apparatus is advanced through the soil at a constant rate, by means of a hydraulic or mechanical jack. During testing with an electronic CPT system, the tip resistance (qd and sleeve friction (Fs) acting on the penetrometer are measured at 2.5 cm (approximately one inch) intervals and recorded by a computer. The friction ratio (FR = Fs/qc) is a useful parameter in correlating CPT data with soil type, The recorded computer data can be illustrated on graphical charts and used in interpretation programs such as discussed below. Logs from CPT soundings are presented as graphs in Appendix e. These diagrams show cone tip resistance, local friction, and the calculated friction ratio, plotted versus depth. Interpreted geologic cross sections along CPT lines A and B were prepared based on the CPT data (Figure 13 and Plate 2). B.2 Interoretation The CPT interpretation was done with the computer program developed by the University of British Columbia, Vancouver, Canada, entitled CPTINTR 1, version 3.04, dated December 2, 1986, The interpretation methods used provide an estimate of the following soil parameters (appropriate references are given below): B-1 .,1. I I I I I I 1 1 1 I I I 1 1 1 I I I 1 Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C * Soil Behaviour Type: - Robertson and Campanella (1983) * Equivalent Relative Density: i) Ticino Sand ii) Hokksund Sand iii) Ottawa/Hilton Mines Sand iv) All Sands (average) - Bellotti et al. (1985) - Bellotti et al. (1985) - Schmertmann (1976) * Angle of Internal Friction: i) Robertson and Campanella (1983) ii) Durgunogiu and Mitchell (1975) iii) Janbu and Senneset (1974) - Beta= + 15,0 and -15 degrees * Equivalent SPT N value - Robertson et al. (1983) * Corrected SPT Nl value - Nl=Cn*N (where Cn=SIG^(-.7) and SIG is in Kg/cm^2) * Cyclic Stress Ratio (CSR) to cause liquefaction (M=7.5) - Seed et al. 1983 * Undrained Shear Strength (Su) - Su=(Qc-SIGV)/NK where SIGV is the total overburden stress NOTE: The tabulated data is based on values averaged over a specified depth range and thus the influence of extreme values may be subdued. B-2 ~tt, I 1 I I 1 1 1 1 1 I I I I 1 I 1 1 I 1 8 7 5 6 :3 \ '-lo.\' , Associates Schaefer Dixon 4 2 , I, - 1- " '-"', I Conic:l1 point (10 emI) 2 Load cell 3 Strain gilges 4 Friction ~leeVl:~ (1.50 emI) j: Adju!ilmcnt ring 6 W:\tcrproof bushing 7 Cable 8 Connection with rods 3 ~ .-.' E E <.D 10 /<) I ,'l' \ TYPICAL ELECTRONIC FRICTION CONE TIP FIGURE B-1 11\1 I 1 1 1 1 1 I I I I 1 I I 1 1 I I I 1 1000 ~ ... o .c ~~IOO 0' (!) z a: <r w CD 10 w z o u Associates Schaefer Dixon II o I 2 3 FRICTION 6 (% ) I 7 I 8 I 4 5 RATIO Zono Cc/N Soil 8ohavlau~ Typo I} Z s&n.lt1v8 ring gra1ngd 2) 1 arsan1e matarlaJ 3) I clay 4) 1.5 sll~y clay to clay 5) 2 clayoy sll~ ta .ll~y clay 6) 2.5 sandy slIt to clayoy silt 7) 3 silty ,and to .andy silt 8) 4 .and to .llty sand S) 5 .and 10) B S~avolly sand ta .and II> 1 vo~y stiFf' f'lno 9~alnod (.) 12) 2 sand to clayoy sand (.) c.) aVGrcanso11datGd Dr CQmantad Simplified Soil Classification Chart for Standard Electric Friction Cone (Robertson & Canpanella, 1986) FIGURE B-2 ftP I 'I 1 I 1 1 I 1 1 I 1 1 1 1 1 1 1 1 APPENDIX C CONE PENETROMETER GRAPHICAL LOGS ;;:';;;~"''oc, ~,2';'yc"'''~~ ~;;:'~"""':~",,:;c;-YC,;..,~ -r.~cc"?C~~"".,dc,,~ ,-.. '~";'-~ :~~~~~~~C"'". ~ -. I I I I 1 I I I I I I I I I I I I I JOB # . 9R433ZC DATE . ]Z/ZO/B~ UlUTlON . CPT-] FlLE # ] LOCAL FR1CT10N FR1CT10N RAT10 SOD 0 <Ton/ft-2) 5 0 (PERCENT) 8 o T1P RES1STANCE o O~'I)oI Clot ]~ MAX DEPTH 10.60 'I " 'i :1 ;1 :1 II II il :1 !I 'I y I 1 1 I I I I I I I I I I I I I I I I JOB 1/ . 9R4332C DATE . 12/20/88 LOCATION . CPT-2 FILE /I 6 LOCAL FRICTION ~ , -- q~TC~T-' I' I I t I I II I I I ~ I I I : I II ! 11-1 II I II I :1 I I ! FRICTION RATIO (E'ERr"t!tLT- .J!l I ' I I . I I ! I ! · I I I I I I I I I I I I I I . ..--<---- r--'~ , I i , . o o TIP RESISTANCE I I I I I i I (Ton/ft. "2) I , I II I ! ii -+- II ! i I , I , Ii II , ~ ~ , -------- I i I I I t-t I . DEPTH (m) , I I - ----I---~~I--i , , , I I r I ! i I ' I i I I I ! ~I I I '--1 I I I i 1--1 ~<:lp 14 I ' I I , , ~: .---:S= ! i ---=i : I , I I i I I , i ! p , , h I' I' , ____~__.___JL..____+_-.-~--l-.-.---.-- L i: i ' 'I I I, , , I I I ! i i i i , , I Ii i I I II I " ~ il i i i ~ I ._-~~~--- -r-~-----I-~- I I' I I !i' \ ' II I II Ii ',' II If I I' I ji I 1 0 TlP RESISTmCE <Ton/ft "2) 0 I I i I I ! I I i I I f I I f--- I , I l I I I ~ I DEPTH I (m) , I T- i ~ I : I I I I I I I f I I I I , W ~_-1._~ I i I I I I i ]4 MAX DEPTH 5,8] I J08 Ii . 9R4332C DATE . ]2/20/88 LOCATION . CPT-2 FILE Ii 4 LOCAL FR I CTl ON (Ton/ft "2) 5 0 -,- I I i I , ti , I I ! I ' , i i 1 ! I I II 'I iL , FRICTlON RATlO (PERCENT) 8 '--r----T-i 1 I : ! . . i --___-1- I I -r--~ I I i , _L_~_.----l ~ I 1 I I I I I I I I I I I I I I I I I DEPTH (m> o o TIP RESISTANCE 14M (Ton/i'\: -2> JOB N . 9R4332C DATE . 12/20/88 LOCATION . CPT-3 FILE N 7 LOCAL FR I CTI ON SOO 0 (TonIi'\: -2> s 0 FRICTION RATIO (PERCENT> 8 11 I I ! I I I i I I I I , I I I I , , I I ! I i +-! -r-~- i l I I I , , I I ! I I I I I I i , I I I I , ~ -; i i i I i i , I I LJ / 'YbfJ I 1 I I I I I I I I I I I I I I I I I o TIP RESISTANCE 14 JOB /I . 9R4aa2C OA TE . 12/20/BB LOCATION . CPT-a FILE /I 7 LOCAL FRICTION FRICTION RATIO sao 0 (Tanlf't. -2) 5 0 (PERCENTl B (Tan/ft. -2) 28 ( ! 1\ I .<-. ! ~ I .{ I . ~~ i I <.., 1 "'>-- ~ 7, I I , I I( j?' VI I I~ ( I ~ f....- ~::> .,.. ~ ~ c:: ~ ( ~ ? I I I II I I I I I I , ~~TH 24 79 J OEPTH (m) ~ I I I I I I I I I I I I I I I I I I I I I f I I , I I I I I -'I--i I I I I DEPTH <1ft) t I I , i I I I I I I "--r-- I I I I I I , I , I " I I , i I I I ! ~~-'_~d!l_J (Tonlf~ "2) I I I I JOB II . 9R~332C DATE . 12/20/88 LOCATION . CPT-~ FILE II B LOCAL FRICTION (Ton/f~ "2) SOD 0 I, " !I il 'I II 'I -1-+1 I I I ' j I, , II I 'i j I !I I I :11 I I ,1 I, Ii II Ii 1--1___ 1 : ! Ii jl 'I I' ;1 I, 1 ! '! ! j' !I "-. ----it- i I II . I ,I ! '1 I I I! I ' II I II II I I I, , + 'I ;1-- i, I I II " ii Ii ,I I II j : il +----+---r--- i ! II , r ! 11 , I' ! II u~_L f- I I i i -j--- I 1 I I 1__---1 B ! , , I I . -T'~--~ I : I I , I i ------r.,--, I ! I , . Iii ! j . I ! I __J ____.; I i , ; nl '----;" ! ' i ' I I I : --+-~_.__.-! , , i I i i _.L.._J-1 ~\ I I I I I I I I I I I I I I I I I I I TIP RESISTANCE ~ I , I I (Ton/f't. "2) JOB II . 9R4332C DATE I 12/20/BB LOCATION . CPT-4 FILE II 9 LOCAL FRICTION 500 0 (Ton/f't. "2) FRICTION RATIO <PERCENT> 9 I-iI , , I I [ i , I ' I i ~ I , , II il I: , 'I i i ;1 Ii' 'I -l----L__L__li I ' +- II I I ! I! I I 'i' I ~I . I Ii I I I ! II i I ! I I I' , ! II i I : I , [I ,I I , ' I I ' II I ' j I , I 'I : I, ! I ' I it---+-- I 'l , I I I II 1 ---i"--'r---r'- --r--T'--~ [, ' ! ' 'I' I I , I I I ,I I II 'I! I Ii, 'I' I i Ii Ii:! J II I I II I ' ' i I rn---' ! I I ' , I I I I II I I I I , , I ' I I, "I il i I I i II I ! i i 4---- L --+--+--~ II! i 'I' ! : , " I I I I 1 i \ , ' I I I i I , , ---'---~'"-..----_."-.., i ' DEPTH (m) 29 MAX DEPTH 19.40 , I I I , ' I 1 , , I~ I I I I I I I I I I I I I I I I I I I ; i I . , L' , i -~ --~~. --'.~ .._+--,--~.~ -------.. i . . o 0, I , , l , i ~ I ! l I i I OEPTH~ (m) l ! TIP RESISTANCE ~ ..---r-----r ! JOB fI . BR4332C DATE . 12/20/BB LOCATION . CPT-5 FILE fI 9 LOCAL FRICTION FRICTION RATIO (Ton/f't .2) 500 0 (Tan/f't .2) 5 0 ,. --~-:-_..~,: "--~r--'---'!-~--T--:---'''' B --, T~(PERCENI>_t. . , 'r ' I j ,. -~--~~-'~-~-'-f - --- , . . , '-'-"'-'~"-----""'......j._--._..~-~..., --... . . i . ' :. . : ' I _.~~._..~._--- -+-...-----7--- I' ~ ! I. .-~----.-.-+-.--.~~-,--; ~~---~ ~.+-~.~_t'--"- i /: ,. Ii i; Ii Ii 'I Ii " , _ __4.._-1. ,~p~_\. -~-;------..-:..--_..,~.-..__. , , -= -==- c:~~ i i ~ ! i , .-----;----.-r~'~--~;.__._..___t_-,.-~....,~ 'i Ii II " !i !i Ii I: : ': ! ) f i ' Ii r------:---.---r-.~~.-.---""--..---.-..t_--.--l: I; I, ~ '-t--.-.--- , ---I , ! is 11 it I'{b] I I I I 'I 1 i '1 Ii, -: I l!l! I I I Ii I ; I:' L t _;U'n::!IL...J..,~__~_-l_____,___L__~___~_,___ ._.__._~_~.-"-__~~__ .~r<=, ...L:~~~ I I I I I I I I I I I I I I I I I I I Ii 11 " Ii . !( ~ ._---~--~- ; It I I 1:' . I' I ; 1] I Ii ' " !! " Ii Ii '1 II ,I 11 Ii II iI " Ii I! I: I I I II I ( ! i I j! -I ---r-----j.---~-_j r---1i I ! . , " I . I I Ii ~' ','[ "' i If ! Ii i ,: Iii' : I! i i ,I i i' i : I '; : I 'i:' I , I -L- ' L,. ~--T----r--~ I ~---r-~-lr-r'~"~-'l----'--l~'" Iii , I :' 'I I' ~ I , I ; ! I I I I 2B l.1i~lLAEPlH3~t, sO.__L__._L. 14r-srTIP RESISTANCE, I I ~ ! I . j , I L--~ I I ~ i I i - - I ! (Ton/i't. "2) ----I I I ! , I , ! i ----j--.- - , ! , ! , ---l-----;-.---- I I ! i I I ' I ! ,-_._ __-L.______J__._____j- I ! I ' I i DEPTH ~ . (m) I I [ SOD 0 ~ jl " :1 , Ii Ii .IOB /I . 9R4332C DATE I 12/20/BB LOCATION . CPT-S FILE /I 9 LOCAL FRICTION FRICTION RATIO CTonli't. "2) 5 0 (PERCENT> B ~~T- i --r---~..--~-r:B' .----T--, I ' I ~ . i j :1: I .~: I " '. . i Ii ; : . ! i ;: j " I .. , I :iiL' i; i )1 1 ii . il ! " II 1 " , ~; , I i , I ! I I I , I-"---j~----: J ! I I I ! i J , , ! j . I i . i I , : " , ! i . ....r..-I.-/------:;--- -'1 -- --;-"----:-."-'"1 '. . I I i , : :1. i ) ; ! ;\ i J : I i i , i'l i i ! I , I . -l_-!- I i; , " '; I I i j' ~:j____, !i i I =,: ! I' ! i !l I ! I, . -......0--..-.-.---,--..- .._-!-_._____. I Ii t I ,: I . I' II ' " :1 ;i !! " . I Ii . I . j ~ I \ ! ~1------r--1i-.-!---t-._' n ~ - I ~ il I ! : I i 11 I , , 'e Ii' Ii I i ~ j I i , , I I I I -+.._+.--f -.._-~- ~~~-. , Ii' I I . ! I i I I ii i i!! I . , . , '1, ,I :i i ! i Ii ! J ! I L._L_J~L___1.._l__ ___L..J o.p i , . I i ~___L_ 1 I I I I I I I I I I I I I I I I I I I n TTP DC~T~TANr~ DI -- ! ~ I ! I I i ~ I I i I I f i 116PTH~. 1 ~ fTl/",+-:=t\ I I I I I , , ,- .10B fI . SR4332C OA TE . 12/ZO/BB l.DCATI0N . CPT-6 FILE fI ID LOCAL FRICTIDN FRICTIDN RATIO : (T--T-2)T-~-T~~! l ) I ~ -, Ii: I I I II I Ii' I I I' i j. I I (I , , II ! Ii ' 'I II II c;:nn ~ r. I' ,! II I' [I .1 ~ ! II ~i Ii 11 I .' -, j , r ! I 1_ I , I I I! I I I ! I- I . I I I i i I I I I II 11 -I 'I II II II I, i! ,- II -j I: II I: I' II I I I I I , , , ! i I , I i Ii Ii Ii 'I " il l\ II ,- 'I II ,. " , ,; , ,-----j , , , ii , I , , , .. ---1---' ! --1 <l). I I I I I I I I I I I I I I I I I I I Ii 'i ,. il " ~. " II II !I If ,I il 'I 1 II II rl I' il Ii II Ii; I il , II i ill I , ~ ; " 'I' I I I 1:- ' II Ii: II -'~-~-'il: "-'1'- -~-:- -:'--- :, 'I I \ i ;1; ,I i II iii' L-L' ii, '~': I, , IU' i I I ' j I: l! _I- _~ _~ ,(\V (Tan/f't. "2) I I I 500 0 T--~-T ! il ;f :1 i: 'I .' " iI E 'I il i! H :i i. , , II j ! ; !, I , i ;i 1--------'---- -L___-JI , ' , Ii l I I '. : II ! Ii ;1 r I ,- ~f i ----'._--~. I i I I I I ~ : i I , I I I 2B~X DEPTH 23.77 JOB * . 9R4332C DATE . 12/2D/BB LOCA HON . CPT-6 FILE * 10 LOCAL FRICTION FRICTION RATIO (Tan/f't. "2) 5 0 (PERCENT> ----T--T~~--r--'- . ,I f i B .-.- .--., 4 '-'r~' , . , ~ i i . 11 , ~t--_..L_~---:'_u_.___i-___.. i " i: Ii i' I ~ 1~ il ,i - ~ , ~ --<oil t ~ i~ t; ;1 t I I I I I ~-j--- I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o J08 ~ . 9R4332C DATE . 12/21/88 LOCATION . CPT-7 FILE II II LOCAL FRICTION 500 0 <Ton/ft -2) 5 0 FRICTION RATIO (PERCENTl 8 -I 1 , I I , I I , . , : ill I ' I , --r---r----j~-l I I I I . . I i I i ! I ' I (Ton/ft -2) DEPTH (m) i I I I I I " II If-. :1 Ii :1 I' ,I I I ! i I, r II II ,I il , '-- I ! , , I' II II !I I' Ii 'I !l ii I f I !- i , I I I I i I ! I -~-l-- i I I I I I , I I 14 M X OEPT~ 14.00 I . ------!---------...., , , , I -J C\':? I I 1 I I I I I I I I I I I I I 1 I I DEPTH (m) TIP RESIST^NCE I I I o o , ! ~ l I , 14LM OEPT116. (Tcn/ft-2) I i SOD 0 I- I I i I JOB /I . BR4332C D^TE . 12/21/BB LOC^TION . CPT-B FILE /I 12 LOC^L FR I CT ION (Tcn/ft "2) FRICTION R^TIO (PERCENTl B !~--I I : i I ! . ii i , I , I I I I , Ii , i~ I I i: !I I: I I I, I ~-- ~ 'I , I ii I i d I II I I I :i , II i I! Ii Ii -r-- :j I. Ii I: I \ i I , , I -I----L-+- ~ Iii : ! I I I ! i i i II :1 :1 I I , , ; : ----.--- --t.~-_-----.: i I i I , I I Lj' I . , ' I . ~bt -~r , I I I I I I I I I I I I I I I I I I I I I I I I ~ I DEPTH (m) ~ I , i I I 281M^X DEPTH 16.42 (Ton/n -2) "'l i J08 II . 9R4332C O^TE . 12/21/88 LOC^TION . CPT-8 FILE II 12 LOC^L FRICTION 500 0 (Ton/Tt "2) 5 0 , I, I, I I ! Ii :1 II " 't I 'I II -.J: , FRICTION R^TIO (PERCENT> I I : I I I I i 8 I ! I I I I i i I ! I ~ I I 1 I I I I I I I I I I I I I I I I DEPTH (m' (Ton/ft "2' I r ] i 14 AX DEPT~ 19. DO _~ J09 /I . 9R4332l: DATE I 12121/99 LDl:ATION . l:PT-9 FILE 1/ 13 LOl:AL FRIl:TION (Ton/ft "2) S 0 SOO 0 I I I t-t- , FRIl:TION RATIO CPERrNIJ---r---1ll I I I I I I --, I I I , I I I I I I i I - --+ ---1 : I I : . i I II r I +1. , , . I ---~ II " II h " II I' ,I !I I: II I: I[ -+- I' .1 ,. r ,I ,. i i i , I , _ _L___: , I I I i , ~ ___ _1 I I 1 I 1 I I I I I I I I I 1 1 I I I i I , , I i I I ' I '" i ' ! i1 j 1 ! ! -1_L__-L__.L__~L._L_~ JOB /I I 9R4332C D^TE I 12/21/BB LOC^T10N I CPT-9 F1LE /I 13 LOC^L FR1CTlON (Ton/ft -2) SOD 0 (Ton/ft -2) 5 0 -r-, -r--r,~i-: -r---r-- j i ! j ; : ;1 , , 'I,' 'I I : ;~: I i ~ i Ii! : i : i ,i 'I , " '. I I' 'I : ' I'!' ! ; ; ::. I 't ! : I I r'; I! r -~---:--.-t il I II I I' , Ii f , I ; i I I :' " i; ,: I I: ;: r I' I: Ii i r~ t! I ~ DEPTH ~ Ii (m) I I! II , ,I; ., ,i Ii!.. i: r-----+-~~-.-+---~---'r.-t--,-L--i,---- ~.-' I ! ii' ~ I ! I Ii I Ii I rr i Ii I , !, " " ii ,I , L_~ I ~ I I L. I ~ i , I I : I : i -?---.L ----:----..J.______ _j~__ ,: I 1 :,1, il ! I: Ii Ii Ii " " !i " l --+----- ! I , , , , I I I 2B LM^XJlg~IJL1~Q.q__j FRICTlON R^T10 (PERCENT) a ----1-.~;-1 I ' ~ ----j . , ; , , ! i -;--, I i I I i _ .J -;- ..- "'1--- , i ; I I 1 i j j -+-------,--- I ' I I .--. ---'-.- .-........., I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I o TIP RESISTANCE o I I I I i i DEPTH (1ft) ----+ I I I i I I L__i ~ i i 14 M X. DEPTH IS.1.~ (Ton/ft -2) l i , , i I , I --r I I j I -i I I I ! i , T 500 0 !i i 'I Ii II il " ,I JOB fI . 9R4332C DATE . 1212IIBB LOCATION . CPT-IO FILE fI 14 LOCAL FRICTION FRICTION RATIO <TO'J1.1:2) T-..i? -f-- . _(eERrENTJ T-~ , I i! . I I . l' r " !; i '--r-~ i. , r II !l i~ p 'I I! if -'i iI I T- -~- I ---+-.-- , I i I i , ! il 'I Ii :1 'I Ii I, i~ " :! '. jl ii II I; I' ,. i: ,. ii . 4 I ! ~_._--_._~...- , . ~- ._~'.~ 1--.- ;i r ,I -r----_.-r I :' 'I :i II Ii II -1 i -j---~ i I ' II _..i__~._L_.' , t 1. , , 'j ! I: --I'. I I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 .r09 /I . BR433ZC: DATE I 12/Z1/99 LOCATION I C:PT-I0 FILE /I 14 LOCAL FRICTION (Tonl+'t"Z> FRICTION RATIO (PERCENT) B r-Ti , I : o 14 (Ton/n -Z) I Ii I' ,[ Ii II " " i ,I (l ji Ii I, 'I " Ii I I ! II I i' I, II ,I I II j I; 1 ++-: . I J I , i I , i I' I [, " , " ---r--'I , I, , , I , -L_--J I i " I' ,I II II Ii 'I :l I I I , i L-t- ! I I I , I ! I , Ii. --1-----r--- .-;.---- 1 I I J I I I i I ' I I I I I , , , ~~ , i -l---i ~ I I I ; I , t- I I 1 I 1 I I I I I -I I I I i I I I J I I , I I I I DEPTH (m) I i , ' , , -+- __L ___+___ ,I : I II ; I I I . Ii I I 11 r I : I I Ii : I Ii ! jl ! )1 l I' " I I, I I' , , ' ii I iI I I-- I ,; i Ii ' ;; I :! " 'I' I. ii i\ ..1-___ I i il " 'I I' .I 'I Ii II I , i i i I I I i I I i I I I I fT- , I , I I ! I I :1_1 i " " II 'I " II , :1 II :r " !I " " ;1 I , i ----.! I ' I i , , , i i , I I I ! , --- -j-~---t---t-~ ! : t i , i I I \' , , ' i . ! ' i I ; I I LLJ ~ , , 1 I 291MAX DEPTH 15.75 i i I . LJ ~ I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o JOB # ,9R4332C DATE . 12/21/B8 LOCATION. CPT-II FILE # 15 LOCAL FRICTION 500 0 (Ton/ft -2) <Ton/ft -2) 14 AX DEPTH 16.87 FRICTION RATIO (PERCENT) 8 \OJ I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE 14 JOB * ,9R4332C DATE . 12/21/B8 LOCATION. CPT-II FILE /I 15 LOCAL FRICTION FRICTION RATIO 500 0 (Ton/ft -2) 5 0 (PERCENT) a (Ton/ft -2) 28 .~ < t> .,- l> I ~ 7 )=~ <'.: i'-:, ~ I MAX DEPTH 16.87 DEPTH (m) \0\ I I I I I I I I I I I I I I I I I I I <Ton/ft -2) J08 # . 9R4332C DATE . 12/21/88 LOCATION . CPT-12 FILE /I 18 LOCAL FRICTION FRICTION RATIO 500 0 (Ton/ft -2) 5 0 (PERCENT) a 14 Li'"' 1<'- <;: P ~ P ::::> 1;:- c:::: ? ~ -=: ) ;5 \ B ) } ~ S; p t ~ ~ J ........ f'--:, ( r J c 't ~ ~ .<; --.::> ~ / ~ '... ~ '" ..... -....... ~ ~ 5 \ '- r---' ~ .- < ) ~ >- .r- c:: > :> c::...-. - ~ ~ <: p- C ---- l3- ~ ~ '--- M ~ P MAX - DEPTH (m) \{)7/ I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE 14 J08 # . 9R4332C DATE . 12/21/88 LOCATION . CPT-12 FILE /I 16 LOCAL FRICTION FRICTION RATIO 500 0 <Ton/ft -2) 5 0 (PERCENT) 8 (Ton/ft -2) ::. ~ c.... V -----= c 1< r I -- ~ ( '< 1'---. ( )) - ~ ~ ~ :=::.. ~I .c;:: i I I I I I I I I I I I I , I' I MAX DEPTH 18.92 I DEPTH (m) 28 \f)?? I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o J08 # . 9R4332C DATE . 12/21/88 LOCATION . CPT-12 FILE /I 16 LOCAL FRICTION FRICTION RATIO 500 0 (Ton/ft -2) 5 0 (PERCENT) 8 (Ton/ft -2) 14 I~ ~ <( p -~ ::::::> ::> I I?" c:::: ? ;' =::: l5 \ '\ B ) } S; p p t '\ ~ J ""-- , ( D r J c \-- \. <- =< -:;, I '% I / ~ ~ ; ~ ( h.. I '" ~ ? -....... ~ ~ "'- r-----' ~ .- , 1< > I >- ~ I I c r I :> <-=- i ~ '5=- <:: P" i...:: C .--s.1 ,..-- ~ IM~ \........ <, ~ ~ DEPTH (m) ~ I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE 14 J08 /I . 9R4332C DATE . 12/21/88 LOCATION I CPT-12 FILE /I 18 LOCAL FRICTION FRICTION RATIO 500 0 <Ton/ft -2) 5 0 (PERCENT) 8 (Ton/ft -2) 28 s rc- t:.... '-----= c: r-- Ie I-- -.- ::;:::.. ( '< --- I ( ) - ~ ( ~ ::=- "'--- ~ .. I I I I MAX DEPTH 16.92 DEPTH em) ~ I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o JOB # I 9R4332C DATE . 12/21/88 LOCATION . CPT-13 FILE /I . 17 LOCAL FRICTION FRICTION RATIO SOD 0 (Ton/ft -2) 5 0 (PERCENT) 8 (Ton/ft -2) .....::: ( 7 ~ ~ 3 f <: b S ? f \ ~ r ~ ~ [;>1 > ~ I P ~ .- ~ ) I -,. ~ ) ) l > -- !> :::- I 5'""" I~ l >- > ~ ~ "'--- i> .d --' ~ 2 < ;5- I ~ > 3 ~ ..... """'= c- - r-- 0. f 7 L ~ ~ 'c I~ ..... C" ~ ~ "'-..., c: t> ::::=r ~ 5- ML DEPTH 17.90 Ie - I L.. I DEPTH (m) 14 \~ I I I I I I I I I I I I I I I I I I I (Ton/ft -2) J08 /I . 9R4332C DATE . 12/21/88 LOCATION . CPT-13 FILE /I 17 LDCAL FRICTION FRICTION RATIO SOD 0 (Ton/ft -2) 5 0 (PERCENT) 8 -( ~ '< ill ~ )- '> I( .-r - ~ ,J -::. ~ ~ L '" ~ > rr ~ - < J:s '- ,. - MAX DEPTH 17.90 DEPTH (m) 28 \01 I I I I I I I I I I I I I I I I I I I Joe /I . 9R4332C DATE . 12/21/88 LOCATION. CPT-13 FILE /I . 17 LOCAL FR 1 CTI ON FRICTION RATIO o TIP RESISTANCE (Ton/ft -2) 500 0 (Ton/ft -2) 5 0 B ( j.f V ) V ~ > ! <: ~ -:::. / ? 5 ) I ~ )- ~ >' > "2 ~ [;> <: ~ S t:> ~ \" ~ I I / ':I: ~ I> ) .. '---- > - >- r ~ > ;> C;;:=- l \ ~ "'--- d ;; ~ ~ r ~ :$ '" . -.. -= F" r- ..... 0. ? L "> l.;5" \.. I~ ..: C -=:: p -........ c: P 'L l-= l> c' :> Me-DEPTH 17 90 Ie. I.. o DEPTH (II) 14 ~ I I I I I I I I I I I I I I I I I I I (T"n/f't -2) JOB /I . 9R4332C DATE . 12/21/88 LOCATION. CPT-13 FILE /I 17 LOCAL FRICTION FRICTION RATIO 500 0 (Ton/ft -2) 5 0 (PERCENT> 8 I 1: ~ I '< ') V I ~;~ I( , .-r~ ~ C o!: ..r E '" ~ ~ i'- ~ .-- K fS ,. , , I I , I I i I , I I I I I I ! I I I I MAX DEPTH 17.90 i DEPTH (a) 28 ~ I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o J08 # . 9R4a32C DATE . 12/21/88 LOCATION . CPY-14 FILE /I . 18 LOCAL FRICTION FRICTION RATIO 500 0 (Ton/ft -2) 5 0 (PERCENT> 8 (Ton/ft -2) ~ I~ $ I ( ::::> "-- 1;> I [ K ) l> \ ~ ~ ? '--.. ~ '- ? C > 2 =~ " ~ p L c ~ P 1.:5 C ~ ~ "::> S <:: .... i .::; ~ - ;? ,2 ... ~ } : g. ~ "" i-> ~ ( "- c- ? ~ - f ~ '\ <. D \ < ',----.J ~ ):. '1 ;3 ,~ "" DEPTH (m) 14 ,If) I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o JOB /I . 9R4332C DATE . 12/21/BB LOCATION. CPY-14 FILE /I 18 LOCAL FRICTION 500 0 (Ton/ft -2) (Ton/ft -2) DEPTH (m) 14 .!1 I t '* I I I I I I I I I I I I I I I I I I I ? DEPTH (m> I I I I I 2e MAX DEPTH 1 S. 97 I (Ton/ft -2) I JOB /I . 9R4332C DATE . 12/21/88 LOCATION I CPY-14 FILE /I . Ie LOCAL FRICTION FRICTION RATIO SOD 0 (Ton/ft -2) 5 0 (PERCENT> 8 I ~ <~ I C, I /'" II " ~ I ---- rs,. . -"'I r- I > , :.5 I I I I I I I , I I I I l i I ! I i I I i i i i i I ~ I I ii__l+il~ II t, I I I I ' I i II I [ II' I II .u 11 I I I I I I , . I II I ' II I I IIi I I I i I I i I II I I ; I i \ i I j ,,-;\1/ I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o JOB /I . SR4332C DATE . 12/21/B8 LOCATION. CPT-IS FILE /I 19 LOCAL FRICTION FRICTION RATIO 500 0 (Tan/ft-2) 5 0 (PERCENT> B (Ton/ft -2) 1-4 "--- :-- ~ I ? <- c:: ~ - I i--= 0:;:: I Iz h... I , P i J I I , I ( I rP I V I fr I 'F- .5- I ~ '" ~ , I -- ( I I I I ;, ! ..... <::: I ---- ~ I I ~ I ~ I ...... <i"" . ::.-... . <: h.. -- > --..... I ~ I ! ~- i I i ! I i I i I I I I i ! I i i ! I I i I I I I I I I i I I I I I MAX DEPTH 7.48 I DEPTH CIn) -wo I I I I I I I I I I I I I I I I I I I o o i , I I TIP RESISTANCE I ! 14 i I I I i 1 ! i i I _Ll JOB /I . 9R4332C OA T~ . 12/22/8B LIlQJ\TION I CPT-IS FILE /I 20 LOCAL FRICTION 500 0 (Ton/ft -2) 5 0. ---r~ ,- I r--l I ~, I "1"; I, I ::1 II I 1:1 ~. l' i " !' i; " --4- ------r i I ! i I , j II 'I II I: " I' i! ,. ti " ;1 " II _._-~ -, Ii i I I I Ii Iii' -LU. FRICTION RATIO -- r--'EER ENILr----ll, . ! . I I ! --~---1 ! ! ii I' 'I ;1 ------- I ' ,-- , , ---..---- , , :vA I I I I I I I I I I I I I I I I I I I I I I I I i i ! i I , I I I I i I I I i I I , :i I il I ii ' , I 'I ' I ' I ;1 I' LJ----LL~_LlL~J~ T1P REslsTANCE -r- I , I , - . I i -! i I ! I i I I j 1 I I ~ I I I i I I i I I I i ! I I I I I I i r I I ,::-1 I I r f I I r I L I I I 28 ~AX DEPTH 15.93 JOB /I . 9R4332C DATE I ]2/22/8B LOCATION. CPT-I6 FILE /I 2ll LOCAL FRICTION <Ton/ft -2) 1 r (Ton/ft -2) I--T , I , I , , I ! , , i , J' ,I !I " " ! I I , I , '-r--- i; a ;- " " ,I 'j I, I! 'I !i 'i II Ii ii II " " '. :1 I' " 'il i! -I i! II " ,L " ii II 'I " Ii ,I H II , 'I I, " 5 0 1-----,--- , ~ , " !l i 1; i ~ II " i ~ ; C ! ?, I ; !i I---~-r- i : ". 1- i " ! FRICTION RATIO (PERCENT> 8 . - -, M_ -1---' , , I , ! - , ~-~ ----- , , -'1.---' " ..._-~._--+._-~- , ! -,- I i "~---t , . , I , i I ; i I ~ i , Ir , . II -+--i--+--- ;i " i! , .-:---.--; - -t----.-1 i I i I , j ~ i Ii! ~---1--.~._--J.._~ f ' I . ! ! ! ! I ;~ " ~ '--r--- " -_-1- . . - . -, _. ~-.---- I I I I I I I I I I I I I I I I I I I <Ton/ft -2) JOB # . 9R4332C DATE . 12/22/8B LOCATION. CPT-17 FILE /I 21 LOCAL FRICTION FRICTION RATIO 500 0 <Ton/ft -2) 5 0 (PERCENTl 8 14 1'- I~ -------- P' S - <: I < r-------. 'l ~ "'- V '-, / /) ) - I j _ C; ,/ c: s: "--- ;> V c I [ ;i < ~ l.--- :::> I:::::> k ::. F 3 -=- -s C c2: <C -~ ~ >p ~ ;< '\.... ~ ::::> I ~ I ~ , I ~ <::-.... ::::> "<- - <:: ::> I-=;" ~ .~ c::: ! { :::, IS c==s ,.,- ;. --... ~ ~ - -- i , <::=: I ~ c- - I I ;; ;>. , II I 2 S. I c:- - ~ c ~ \ =- I> 'C l::==- e- s;: MAX OEPTH 15.93 <" DEPTH (m) ~ I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE 14 J08 /I . 9R4332C DATE . 12/22/88 LOCATION. CPT-17 FILE /I 21 LOCAL FRICTION FRICTION RATIO 500 0 <Ton/ft -2) 5 0 (PERCENT> 8 <Ton/ft -2) 2B 1 ~ ~ I ~ .--/ I po- ~ ;.. i -===, it I .2 I :r-- '::> ) i i , 1 I I I I I , I I ! i i i I i I i I , I i I 1 I I I , i i I I I 'I I I , I I I i , , ; I ! I I I I I I I I I I I I II I I I I , I I I~ , I , i I I , , I I , I I i I I I I I , , I , I i i i I I I I , I I , I I I I i II I I I ; ... I I I ! i I i I I I I I I I I I I 1 I II I I J MAX DEPTH 15.93 I DEPTH (m) ~ I I I I I I I I I I I I I I I I I I I DEPTH (m) 14 MAX DEPTH 9.90 (Ton/ft -2) JOB # . 9R4332C DATE . 12/22/88 LOCATION . CPT-18 FILE /I 22 LOCAL FRICTION 500 0 (Ton/ft -2) 5 0 FRICTION RATIO (PERCENT> B I I I I I -i , i I wo I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o JOB # . BR4332C DATE . 12/22/ee LOCATION. CPT-19 FILE /I . 23 LOCAL FRICTION FRICTION RATIO 500 0 <Ton/ft -2) 5 0 (PERCENT) 8 <Ton/ft -2) :'2 r----... :;.. I 1 .. ~ v Ie If ~ --- r- -- ~ ..: ~ <:: ~ ~I ..!. ~ <:::: ~ t> ~ I ;: s 1 / ?" , :5 I c: I , i I i I ...:s~ I~ p- I I FI 15 I pi I> I "'" > 5 --.. I> ~ c;:: , I .. I "" e - ::t r--- ~ : <:::::::: f~ IE :2 <:.. ~ J ICOEPTH 17.97 ? F DEPTH (m) 14 ~ I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o J08 /I . 9R4332C DATE . 12/22/eB LOCATION . CPT-20 FILE /I . 24 LOCAL FRICTION FRICTION RATIO 500 0 (Ton/ft -2) 5 0 (PERCENT> 8 (Ton/n -2) 14 I 8 I < ; \ ~ ~ ~ h ~ ~ r-c =- <: > ) '> I ? If 5 I >- I I F-. ~ -r I "1; > 1-/ I I I , i I:> I ( ~ I r> I i I I I I ,-----"' , IJ I i i I I 'I~ -- -I ~ I I t:> 1<- ;=-1 r / 1 I ~ ~ I !ILlI ~ J -:::,. ,..---- ! , ...- , ~I I i I .~ . <: ) I I ~ I , I , ~ "'- I:; ~ ; 1 - I I $' r- I ----..... I --- I ~ 1 ~ , , I F- .f I I = ~ l> I ~r ~ ~r I ..r MAX DEPTH 13 97 I - DEPTH (mJ \1fJ I I I I I I I I I I I I I I I I I I I I I (T on/ ft - 2) JOB # I 9R4332C DATE . 12/22/ee LOCATION. CPT-19 FILE /I . 23 LOCAL FR I CTJ ON (Tcn/ft -2) I I I I I , , ;, 'I II Ii ! DEPTH !I (m) II I i; " I I I ! II I II II I 28 MAX DEPTH 17.97 1- I I I , I , I I I , i ---r-----j I I I I m~ \'1)., I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE 14 JOB * . 9R~32C DATE . 12/22/88 LOCATlON. CPT-21 FILE * . 25 LOCAL FRICTION FRIcTION RATIO 500 0 <Ton/ft -2) 5 0 (PERCENT> 8 (Ton/ft -2) 2e ( ~ I JT---n I ~ S ,. Ir-' I I <.. ----- ~ , I I I I I I 1 I I , 1-- I i I I i I i I i i I I , ! I , , , I I I I I +--- I -~ , I I I I I I I I I I I I , I I , I I' , , I i , , I 1 -- -~ ; I ! I , , \ i , I I , I I ! I i . i MAX DEPTH 15.30 --L-J DEPTH <It) \ '1.;"tl '. I I I I I I I I I I I I I I I I I APPENDIX D INTERPRETED CPT RESULTS iiil"~""j";,."",,,,~~~" ~,~~~~",~~,~_,""",,",~;,";;.:Y: ',-_e:: -_ ~,__~_~-_;;Pf,_Co -~, :,,- ,_, -__ ". - . \r;jJ( I I Sc:h_E!~E!"'- Dix~n A~~~c:i_tE!~ Enginee~ SDA CPT Date : 12-20-88 On Site Loc: CPT-1 Cone Used : I Job No. : 9R4332C Wate~ table (mete~s) : 9.4 II _______:r_~_::___~~~_:__~:_:__:_~~~_~__~___~:::s__~~~____----------------------------------------------------------------------- DEPTH Qc (a'gl Fs (a'gl Rf (avgl SI6Y' SOIL BEH~VIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ietersl (feet) (tsf) (tsf) m (tsfl (II deg. N NI II -----~~;;-----~~;;-----;;~;;--------~~;~--------;~~;--------~~----;:~~~-;~~;-;~-:~:~~~-;~~;-----~~~;~~---~~~;~----~~---;;~---~~~; 0.33 1.09 154.29 1.90 1.23 0.06 sand to silty sand )90 )49 37 )50 iO.5 0.63 2.07 105.51 0.67 0.63 0.10 sand to silty sand )90 )49 25 )50 )0.5 0.73 2.40 127.76 2.46 1.93 0.14 silty sand to sandy silt )90 >49 41 )50 )0.5 1.03 3.39 132.42 2.49 1.99 0.19 silty sand to sandy silt )90 )49 42 )50 )0.5 1.13 3.71 133.37 2.29 1.72 0.22 silty sand to sandy silt )90 )49 43 )50 )0.5 1.43 4.69 159.9B 2.75 1.73 0.26 sand to silty sand )90 )49 3B )50 )0.5 1.53 5.02 294.44 2.97 1.01 0.30 sand )90 )4B )50 )50 )0.5 1.93 6.00 291.59 5.49 I.B9 0.34 sand to silty sand )90 )49 )50 >50 >0.5 1.93 6.33 290.02 2.52 0.B7 0.39 sand )90 )49 )50 )50 )0.5 2.23 7.32 317.07 1.97 0.62 0.43 sand )90 >49 >50 >50 >0.5 2.33 7.64 241.70 3.65 1.51 0.47 sand to silty sand )90 46-49 )50 >50 >0.5 2.62 9.60 116.55 3.55 3.05 0.51 sandy silt to clayey silt UNDfND UNDFD 45 >50 UNDF 2.72 9.92 64.73 0.39 0.60 0.55 sand to silty sand 60-70 40-42 16 21 .22, 3.02 9.91 94.41 2.24 2.39 0.59 silty sand to sandy silt 70-90 42-44 30 40 >0.5 3.12 10.24 94.01 3.34 3.55 0.63 sandy silt to clayey silt UNDFND UNDFD 36 46 UNDF 3.42 11.22 12S.92 3.13 2.43 0.67 silty sand to sandy silt 70-90 42-44 41 >50 )0.5 3.52 11.55 152.62 2.77 1.91 0.71 silty sand to sandy silt 90-90 44-46 49 )50 >0.5 3.92 12.53 162.39 3.34 2.06 0.75 silty sand to sandy silt 90-90 44-46 )50 )50 )0.5 3.92 12.96 209.79 2.39 1.14 0.79 sand )90 44-46 40 46 )0.5 4.22 13.95 213.39 2.59 1.21 0.83 sand )90 44-46 41 45 >0.5 4.32 14.17 217.05 2.64 1.22 0.88 sand )90 44-46 42 45 )0.5 4.62 15.16 208.29 2.29 1.10 0.92 sand 80-90 44-46 40 42 )0.5 4.72 15.49 191.42 2.33 1.22 0.96 sand 80-90 44-46 37 38 )0.5 5.02 16.47 204.02 2.25 1.10 1.00 sand 80-90 44-46 39 40 >0.5 5.12 16.80 213.69 2.60 1.22 1.04 sand 80-90 44-46 41 41 >0.5 5.42 17.78 220.12 2.65 1.21 1.08 sand 80-90 44-46 42 41 >0.5 5.52 18.11 169.66 3.20 1.89 1.12 silty sand to sandy silt 80-90 42-44 )50 )50 >0.5 5.82 19.09 124.60 1.78 1.43 1.16 sand to silty sand 70-80 40-42 30 28 .30, 5.92 19.42 57.93 1.89 3.26 1.20 sandy silt to clayey silt UNDFND UNDFD 22 20 UN OF 6.22 20.41 267.00 2.29 0.86 1.24 sand )90 44-46 )50 46 >0.5 6.32 20.73 279.57 2.20 0.79 1.29 sand >90 44-46 >50 4B >0.5 6.62 21.72 289.07 2.03 0.70 1.33 sand )90 44-46 >50 49 >0.5 6.72 22.05 275.49 1.94 0.67 1.37 sand )90 44-46 >50 46 >0.5 7.02 23.03 302.94 2.30 0.76 1.41 sand )90 44-46 )50 49 iO.5 7.12 23.36 318.16 2.45 0.77 1.45 sand >90 44-46 >50 >50 >0.5 7.42 24.34 327.12 2.71 0.83 1.49 sand >90 44-46 )50 >50 >0.5 7.52 24.67 324.66 2.59 0.79 1.53 sand i90 44-46 >50 >50 >0.5 I I I I I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- Dr - ~Il sands (Jaliolkowski et al. 1995) PHI - Robertson and Calpanella 1993 CSR: Seed et al. 1993 - ~=7.5 II x - Seed's correction of 7.5 blows/foot has been applied to N1 .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTR1 I I (v 3.04) UU \,,/..,'6 I I Eng i neer Sch~~T~r Dix~n A~~~ci~t~~ SDA On Site Loc: CPT-l Page No.2 ----------------------------------------------------------------------------------------------------------------------------------- I I I I I I DEPTH Dc (avg) Fs (avgJ RI lavgl SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR III _~~~~~~=:___~~~~~:_____~~=~:_______~~=~:_______~~:________~~=~:_____________________________________~~:_____~~~:_____~____~:_______ 7.B2 25.66 35B.69 2.98 0.B3 1.57 sand >90 44-46 >50 >50 >0.5 7.92 25.9B 34B.67 4.44 1.27 1.61 sand >90 44-46 >50 >SO )0.5 B.22 26.97 36B.B9 4.39 1.19 1.65 sand >90 44-46 >50 }50 i-0.5 B.32 27.30 377.23 4.01 1.06 1.70 sand >90 44-46 >50 >50 >0.5 B.62 28.2B 342.93 4.06 1.IB 1.74 sand >90 44-46 >50 >50 >0.5 B.72 2B.61 141.78 2.40 1.69 1.7B sand to silty sand 60-70 40-42 34 26 .28 9.02 29.59 211.64 4.32 2.04 1.82 silty sand to sandy silt 70-BO 40-42 >50 >50 i-O.5 9.12 29.92 82.32 0.74 0.90 I.B6 sand to silty sand SO-60 36-3B 20 15 .15x 9.43 30.94 367.64 4.32 1.17 1.90 sand >90 42-44 >50 >50 i-0.5 9.S3 31.27 433.12 5.95 1.37 1.94 sand >90 44-46 i-SO >50 >0.5 9.B3 32.25 485.B4 4.61 0.95 1.96 sand >90 44-46 >50 i-SO i-0.5 9.93 32.58 S03.16 4.72 0.94 1.9B gravelly sand to sand >90 44-46 i-50 i-50 lO.5 10.23 33.56 4B6.4B 3.05 0.63 2.00 gravelly sand to sand >90 44-46 >50 )50 >0.5 10.33 33.B9 462.32 1.94 0.42 2.02 gravelly sand to sand }90 44-46 i-SO )SO >0.5 10.63 34.B8 299.44 -B.62 -2.BB 2.04 undefined UNDFND UNDFD UDF UDF UNDF 10.73 35.20 0.00 -13.93 0.00 2.06 undefined UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJa.iolkolski et al. 19B5) PHI - Robertson and Ca.panella 1983 CSR: Seed et al. 19B3 - "=7.5 x - Seed's correction of 7.5 blOIs/foot has been applied to NI III IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Iro. CPTINTR1 tv 3.04) IIII I I I I I I I III I \qjD I I Sch.aEi!'-FEi!'r- DixC3n ASOSOC3Ci.atEi!'SO Engineer SOA CPT Date : 12-20-88 On Site Loc: CPT-2 Cone Used : I Job No. 9R4332C Water table (meters) : 9.73 II-------~-~::~---~~~-~--~~-~-_:_:~-~-_:_-_:~~-~~~--------------------------------------------------------------------------- DEPTH Qc (avgl Fs (avg) Rf lavg) SI6V' SOIL 8EHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (teters) (feet) (tsfl (tsfl m Itsf) (I) deg. N N1 II-----~~;;----~~;;-----;~~;;-------~~~~;-------~~~~;--------~~~;------------~~~~;~~~~-------------~;~;;~---~;~;;---~~--~~---~~; 0.33 1.08 95.54 0.39 0.41 0.06 sand to silty sand >90 >48 23 )50 )0.5 0.63 2.07 103.83 0.70 0.67 0.10 sand to silty sand )90 >48 2S )50 )0.5 0.73 2.40 110.20 1.18 1.07 0.14 sand to silty sand )90 )48 26 )50 lO.5 1.03 3.38 47.63 0.68 1.43 0.18 silty sand to sandy silt 60-70 44-46 15 36 >0.5 1.13 3.71 23.76 0.21 0.88 0.22 sandy silt to clayey silt UNDFND UIIDfD 9 20 UNDf 1.43 4.69 22.91 0.26 1.14 0.26 sandy silt to clayey silt UNDfND UNDfD 9 17 UNDF 1.53 5.02 22.70 0.23 1.01 0.30 sandy silt to clayey silt UNDFND UNDFD 9 16 UNDf 1.83 6.00 23.67 0.29 1.24 0.34 sandy silt to clayey silt UNDfND UNDFD 9 16 UNDF 1.93 6.33 17.68 0.29 1.64 0.39 sandy silt to clayey silt UNDFND UNDFD 7 11 UNDF 2.23 7.32 15.81 0.36 2.26 0.43 clayey silt to silty clay UNDfND UNDFD 8 12 UNDF 2.33 7.64 13.39 0.51 3.81 0.47 silty clay to clay UNDFND UIIDfD 9 13 UNDF 2.62 8.60 15.13 0.57 3.75 0.51 silty clay to clay UNDFIID UNDfD 10 14 UNDF 2.72 8.92 28.77 0.71 2.47 0.55 sandy sill to clam silt UNDFND UIIDFD 11 15 UNDF 3.02 9.91 21.15 0.88 4.14 0.59 silty clay to clay UNDfND UNDFD 14 18 UNDF 3.12 10.24 30.18 0.75 2.49 0.63 sandy silt to clayey silt UNDFND UNDfD 12 15 UNDF 3.42 11.22 58.68 1.26 2.15 0.67 sandy silt to clayey silt UNDFND UNDFD 22 28 UNDF 3.52 11.55 132.77 1.72 1.30 0.71 sand to silty sand 70-80 42-44 32 38 >0.5 3.82 12.53 166.20 2.20 1.32 0.75 sand to silty sand 80-90 44-46 40 46 >0.5 3.92 12.86 108.16 2.37 2.19 0.79 silty sand to sandy silt 70-80 42-44 35 39 )0.5 4.22 13.85 119.66 1.99 1.66 0.83 silty sand to sandy silt 70-80 42-44 38 42 >0.5 4.32 14.17 216.50 2.31 1.07 0.88 sand >90 44-46 41 45 >0.5 4.62 15.16 183.71 2.63 1.43 0.92 sand to silty sand 80-90 44-46 44 47 >0.5 4.72 15.49 78.50 2.64 3.36 0.96 sandy silt to clayey silt UNDFND UNDFD 30 31 UNDF 5.02 16.47 101.95 2.60 2.55 1.00 silty sand to sandy silt 60-70 40-42 33 33 >0.5 5.12 16.80 97.07 3.07 3.16 1.04 sandy silt to clayey silt UNDFND UNDFD 37 37 UNDF 5.42 17.78 145.24 3.04 2.09 1.08 silty sand to sandy silt 70-80 42-44 46 45 >0.5 5.52 18.11 64.60 2.64 4.09 1.12 clayey silt to silty clay UNDFND UNDFD 31 30 UNDF 5.82 19.09 98.46 2.77 2.81 1.16 sandy sill to clayey silt UNDFND UNDFD 38 35 UNDF 5.92 19.42 180.88 2.33 1.29 1.20 sand to silty sand 80-90 42-44 43 40 >0.5 6.22 20.41 165,14 3.09 1.87 1.24 silty sand to sandy silt 70-80 42-44 >50 48 }0.5 6.32 20.73 170.21 2.80 1.65 1.29 sand to silty sand 70-80 42-44 41 36 >0.5 6.62 21.72 160.85 3.44 2.14 1.33 silty sand to sandy silt 70-80 40-42 }50 45 >0.5 6.72 22.05 296.95 2.78 0.94 1.37 sand >90 44-46 >50 49 )0.5 7.02 23.03 374.89 3.24 0.86 1.41 sand }90 44-46 }50 }50 }0.5 7.12 23.36 386.84 4.68 1.21 1.45 sand >90 44-46 >50 >50 >0.5 7.42 24.34 335.24 4.38 1.31 1.49 sand >90 44-46 >50 >50 >0.5 7.52 24.67 332.90 4.61 1.38 1.53 sand >90 44-46 >50 >50 >0.5 I I I I I I I I I I II ------------------------------------------------------------------------------------------------------------------.---------------- I Dr - All sands (Jaliolkowski et al. (985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 I x - Seed's correction of 7.5 blows/loot has been applied to NI ..1. Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TA8ULATED OUTPUT Irol CPTINTRI Iv 3.04) II" I II ~ I Sc:ha.te-f"ter DixC3~ ASiSiC3c:ia.tteSi I Engineer SDA On Site Loc: CPT-2 Page No. .,. ~ ----------------------------------------------------------------------------------------------------------------------------.------ I DEPTH Qc (avgl Fs lavg) Rf (avgl SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR Inters I (feet) (tsfl (tsf) III Itsfl m deg. H HI ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.66 330.59 4.38 1.33 1.57 sand >90 44-46 >50 >50 >0.5 7.92 25.98 341.87 4.66 1.36 1.61 sand >90 44-46 >50 )50 >0.5 8.22 26.97 044.72 4.34 1.26 1.65 sand >90 44-46 >50 >50 >0.5 8.32 27.30 044.04 3.34 0.97 1.70 sand )90 44-46 >50 >50 >0.5 I 8.62 28.211 335.79 2.94 0.88 1.74 sand >90 42-44 )50 49 >0.5 8.72 28.61 175.23 3.17 1.81 1.78 sand to silty sand 70-80 40-42 42 32 .37x 9.02 29.59 254.07 3.95 1.55 1.82 sand to silty sand 80-90 42-44 )50 46 >0.5 I 9.12 29.92 320.71 2.89 0.90 1.86 sand >90 42-44 >50 46 >0.5 9.43 30.94 391.31 2.00 0.51 1.90 gravelly sand to sand >90 44-46 >50 46 >0.5 9.53 31.27 346.59 2.89 0.83 1.94 sand >90 42-44 >50 48 >0.5 9.83 32.25 289.94 1.04 0.36 1.98 gravelly sand to sand 80-90 42-44 46 33 .40 I 9.93 32.58 401.75 1.97 0.49 2.01 gravelly sand to sand >90 44-46 >50 46 >0.5 10.23 33.56 398.49 1.60 0.40 2.03 gravelly sand to sand >90 42-44 >50 45 >0.5 10.33 33.89 429.85 1.39 0.32 2.05 gravelly sand to sand )90 44-46 >50 48 >0.5 I 10.63 34.88 448.70 1.88 0.42 2.07 gravelly sand to sand )90 44-46 >50 >50 >0.5 10.73 35.20 438.30 2.42 0.55 2.09 gravelly sand to sand >90 44-46 >50 49 >0.5 11.03 36.19 454.48 2.12 0.47 2.11 gravelly sand to sand )90 44-46 )50 >50 )0.5 I 11.13 36.52 483.01 2.40 0.50 2.13 gravelly sand to sand )90 44-46 >50 >50 >0.5 11.43 37.50 484.97 2.53 0.52 2.15 gravelly sand to sand >90 44-46 >50 >50 >0.5 11.53 37.83 478.42 2.58 0.54 2.17 gravelly sand to sand >90 44-46 >50 >50 >0.5 11.83 38.81 233.28 3.42 1.47 2.19 sand to silty sand 70-80 40-42 >50 38 >0.5 I 11.93 39.14 88.61 3.54 4.00 2.22 clayey silt to silty clay UNOFNO UNDFO 42 29 UNDF 12.23 40.12 68.59 2.80 4.08 2.24 clayey silt to silty clay UHDFHD UNDFD :13 22 UMDF 12.33 40.45 51.51 1.76 3.42 2.26 clayey silt to silty clay UMOFNO UNDFD 25 17 UNDF I 12.63 41.44 64.18 2.09 3.26 2.28 sandy silt to clayey silt UNDFND UNDFD 25 16 UNDF 12.73 41.77 48.15 2.15 4.47 2.30 silty clay to clay UNDFHD UNDFD 31 21 UNDF 13.03 42.75 58.03 2.61 4.50 2.32 silty clay to clay UNDFND UNOFD 37 25 UNDF I 13.13 43.08 51.72 1.35 2.61 2.34 sandy silt to clayey silt UNDFND UNDFD 20 13 UNDF 13.43 44.06 68.41 2.69 3.93 2.36 clayey silt to silty clay UNDFND UNDFO 33 22 UMDF 13.53 44.39 63.07 2.62 4.15 2.38 clayey silt to silty clay UHDFHD UNDFD 30 20 UNDF 13.83 45.37 261.65 2.65 1.01 2.40 sand 80-90 40-42 >50 33 .39 I 13.93 45.70 184.96 3.97 2.15 2.42 silty sand to sandy silt 70-80 38-40 >50 38 >0.5 14.23 46.69 50.34 0.99 1.97 2.44 sandy silt to clayey silt UNOFNO UNOFO 19 12 UHDF 14.33 47.01 56.19 0.52 0.93 2.46 silty sand to sandy silt (40 32-34 18 12 .20x I 14.63 48.00 118.05 4.34 3.67 2.48 sandy silt to clayey silt UNDFND UNDFO 45 29 UNDF 14.73 48.33 177.10 7.40 4.18 2.50 very stiff fine grained III UNDFND UNDFD >50 }50 UNDF 15.03 49.31 190.02 7.20 3.79 2.52 sand to clayey sand (II UNDFNO UMDFD }50 >50 UHDF I 15.13 49.64 86.36 3.91 4.53 2.54 very stiff fine grained (II UNDFND UNOFD >50 >50 UNDF 15.43 50.62 74.97 2.84 3.79 2.56 clayey silt to silty clay UNDFNO UNDFD 36 23 UHDF 15.53 50.95 79.77 3.38 4.24 2.58 clayey silt to silty clay UHDFNO UHDFD 38 24 UHOF 15.83 51.94 88.13 4.08 4.63 2.61 very stiff fine grained (II UHDFNO UHDFO >50 >50 UNOF I 15.93 52.26 140.12 8.30 5.92 2.63 very stiff line grained (II UNDFND UNDFD >50 >50 UNOF ---------------------------------------------------------------------------------------------------------------------------------- I Or - All sands (Jaliolkooski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - ~=7.5 x - Seed's correction of 7.5 bloos/foot has been applied to HI (II overconsolidated or celented II IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TABULATED OUTPUT frol CPTINTRI (v 3.041 UU I \# I I Engineer Sc:h.a.~-F~..- SDA Dix~n ASiSi~c:i.a.t~Si On Site Loe: CPT-2 Page No. 3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc lavg) Fs lavg) Rf lavg) SI6V' SOIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR (Ieters) (Ieet) (tsf) (tsl) m Itsf) m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 16.23 53.25 IB7.97 8.53 4.54 2.65 very stiff line grained II) UNDFND UNDFD )50 )50 UNDF 16.33 53.5B 119.04 6.39 5.37 2.67 very stilf line grained (I) UNDfND UNDFD >50 )50 UNDF 16.63 54.56 179.46 6.90 3.B5 2.69 sand to clayey sand II) UNDFND UNDFD )50 )50 UNDF 16.73 54.B9 IB9.47 7.57 4.00 2.71 sand to clayey sand (I) UNDfND UNDfD )50 )50 UNDF I 17.03 55.B7 264.60 5.49 2.07 2.73 sand to silty sand BO-90 40-42 )50 39 )0.5 17.13 56.20 294.40 B.19 2.7B 2.75 sand to clayey sand II) UNDFND UNDfO )50 )50 UNDF 17.43 57.19 IB4.96 7.60 4.11 2.77 very stilf line grained (I) UNDFND UNDFD )50 >50 UNDF I 17.53 57.51 294.27 7.63 2.59 2.79 silty sand to sandy silt BO-90 40-42 >50 >50 >0.5 17.B3 5B.50 272.69 5.72 2.10 2.81 sand to silty sand BO-90 40-42 >50 39 )0.5 17.93 5B.B3 29B.95 4.93 1.65 2.83 sand to silty sand aO-9() 40-42 )50 43 >0.5 ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Jatiolkowski et al. 19B5) PHI - Robertson and Catpanella 19B3 CSR: Seed et al. 19B3 - M=7.5 I ' - Seed's correction 01 7.5 blows/loot has been applied to NI (I) overconsolidated or celented I IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRI (v 3.04) IIII I I I I I I I I I I \1/0.. I I Sc=ha.~~~r- D:i.x:~r'I A!S!S~c=:i.a.t~!S Engineer SDA CPT Date ,12-20-88 On Site Loe, CPT-3 Cone Used , I Job No. 9R4332C Water table (meters) , 7.8 II -------::-~~:---~~~-:-~:-~--~-~~~-~--~---:::::-~::~--------------------------------------------------------------------------- DEPTH Qc (avg) Fs (avgl Rf (avg) SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (feet I (tsl) (tsfl m (tsl) m deg. N NI II -----~:;;-----~:;;-----;;~;-------~~--------~:19--------~~;-------sand-;;-~~~~~~~~-----------;;~------;;;----~~---;;~---;~:; 0.33 1.0B 66.21 0.50 0.76 0.06 sand to silty sand )90 )4B 16 )50 )0.5 0.63 2.07 62.4B 0.41 0.65 0.10 sand to silty sand 80-90 )48 15 48 )0.5 0.73 2.40 34.3B 0.20 0.58 0.14 silty sand to sandy silt 60-70 44-46 11 30 )0.5 1.03 3.38 34.44 0.23 0.68 0.18 silty sand to sandy silt 60-70 42-44 11 26 .42. 1.13 3.71 29.88 0.31 1.04 0.22 silty sand to sandy silt 50-60 42-44 10 21 .30. 1.43 4.69 37.10 0.30 0.B2 0.26 silty sand to sandy silt 50-60 42-44 12 23 .35. 1.53 5.02 34.60 0.3B 1.10 0.30 silty sand to sandy silt 50-60 40-42 11 20 .30. 1.83 6.00 33.05 0.37 1.11 0.34 silty sand to sandy silt 50-60 40-42 11 18 .27. 1.93 6.33 21.B5 0.69 3.16 0.39 clayey silt to silty clay UNDFND UNDfD 10 17 UNDF 2.23 7.32 16.43 0.54 3.31 0.43 silty clay to clay UNDfND UNDFD 10 16 UNDF 2.33 7.64 14.79 0.44 2.97 0.47 clayey silt to silty clay UNDfND UNDfD 7 10 UNDF 2.62 B.60 15.30 0.44 2.85 0.51 clayey silt to silty clay UNDFND UNDFD 7 10 UNDF 2.72 8.92 17.59 0.39 2.22 0.55 clayey silt to silty clay UNDFND UNDFD 8 12 UNDF 3.02 9.91 17.79 0.51 2.85 0.59 clayey silt to silty clay UNDfND UNDFD 9 11 UNDF 3.12 10.24 17.81 0.47 2.64 0.63 clayey silt to silty clay UNDFND UNDFD 9 11 UNDF 3.42 11.22 11.42 0.33 2.89 0.67 silty clay to clay UNDFND UNDFD 7 9 UNDF 3.52 11.55 16.02 0.42 2.62 0.71 clayey silt to silty clay UNDFND UNDFD 8 9 UNDf 3.B2 12.53 23.05 0.59 2.57 0.75 clayey silt to silty clay UNDFND UNDfD 11 13 UNDF 3.92 12.B6 24.99 0.94 3.76 0.79 silty clay to clay UNDfND UNDfD 16 IB UNDF 4.22 13.85 15.19 0.45 2.98 0.B3 clayey silt to silty clay UNDFND UllDFD 7 8 UNDF 4.32 14.17 12.54 0.36 2.87 0.B8 silty clay to clay UNDFND UNDfD 8 9 UNDF 4.62 15.16 11.66 0.31 2.66 0.92 silty clay to clay UNDFND UNDFD 7 B UNDF 4.72 15.49 8.BO 0.13 1.48 0.96 clayey silt to silty clay UNDFND UNDFD 4 4 UNDF 5.02 16.47 9.19 0.12 1.34 1.00 clayey silt to silty clay UNDFND UNDFD 4 4 UNDF 5.12 16.80 12.45 0.20 1.61 1.04 clayey silt to silty clay UNDFND UNDFD 6 6 UNDF 5.42 17.78 13.33 0.27 2.00 1.0B clayey silt to silty clay UNDFND UNDFD 6 6 UNDF 5.52 18.11 17.04 0.35 2.05 1.12 clayey silt to silty clay UNDFND UNDFD 8 8 UNDF 5.B2 19.09 24.34 0.57 2.34 1.16 sandy silt to clayey silt UNDFND UNDFD 9 9 UNDF 5.92 19.42 8.42 0.20 2.38 1.20 silty clay to clay UNDFND UNDfD 5 5 UNDF 6.22 20.41 7.52 0.20 2.61 1.24 silty clay to clay UHDFND UNDFO 5 4 UNOF 6.32 20.73 7.74 0.16 2.07 1.29 silty clay to clay UNDFND UNDFD 5 4 UNDf 6.62 21.72 B.n 0.16 1.79 1.33 clayey silt to silty clay UNDFND UNDFD 4 4 UNDF 6.72 22.05 10.08 0.09 0.83 1.37 sandy silt to clayey silt UNDFND UNDFD 4 4 UNDF 7.02 23.03 11.29 0.16 1.39 1.41 clayey silt to silty clay UNOFND UNDFD 5 5 UNDF 7.12 23.36 9.35 0.10 1.07 1.45 clayey silt to silty clay UNDFND UNDFD 4 4 UNDF 7.42 24.34 7.77 0.08 1.03 1.49 undefined UNDFND UNDFD UDF UDF UNDF 7.52 24.67 7.61 0.07 0.92 1.53 sensitive fine grained UNDFND UNDFD 4 3 UNDF II I I I I I I I II I I II ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (JaliolkoNSki et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 II · - Seed's correction 01 7.5 bloNs/foot has been applied to Nl IIII Note: For interpretation purposes the PLDTTED CPT PROFILE should be used Nith the TABULATED OUTPUT frol CPTINTRl II I (v 3.04) 1111 \ rJ;P I Sc:h.a~~~r- DixC3r'1 A~~C3c:i.at~~ I Engineer SDA On Site Loe: CPT-3 Page No. ~ "' ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc lavg) Fs lavgl Rf lavgl SI6V' SDIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR l.etersl lfeet) (tsf) ltsfl m (tsfl m deg. M Ml ----------------------------------------------------------------------------------------------------------------------------------- 7.B2 25.60 B.66 0.12 1.39 1.57 clayey silt to silty clay UMDFMD UMDFD 4 3 UMDF I 7.92 25.9B 15.26 0.42 2.75 1.01 clayey silt to silty clay UMDFMD UMDFD 7 6 UNDF 8.22 26.97 15.43 0.40 2.57 1.63 clayey silt to silty clay UMDFMD UNDFD , 6 UMDF , 8.32 27.30 10.50 0.40 3.81 1.65 clay UMDFMD UMDFD 10 8 UMDF I B.b2 28.28 53.54 0.90 1.69 1.67 silty sand to sandy silt 40-50 34-30 17 13 .22x 8.72 28.01 52.79 1.14 2.10 1.69 sandy silt to clayey silt UNDFND UNDFD 20 10 UNDF 9.02 29.59 119.95 3.59 3.00 1.71 sandy silt to clayey silt UNDFMD UMDFD 46 36 UMDF I 9.12 29.92 227.12 1.53 0.67 1.73 sand 80-90 42-44 44 33 .41 9.43 30.94 6UI 1.67 2.58 1.75 sandy silt to clayey silt UNDFMD tiMDFD 25 19 UMDF 9.53 31.27 75.69 2.05 2.71 1.77 sandy silt to clayey silt UNDFMD UNDFD 29 22 UMDF 9.83 32.25 103.81 2.01 1.23 1.79 sand to silty sand 70-80 40-42 39 30 .33 I 9.93 32.58 42.67 1.35 3.10 1.81 clayey silt to silty clay UMDFND UNDFD 20 15 UNDF 10.23 33.56 19.88 0.36 1.79 1.83 sandy silt to clayey silt UMDFMD UMDFD 8 6 UMDF 10.33 33.89 10.49 0.40 2.43 1.85 clayey silt to silty clay UNDFND UNDFD 8 6 UMDF I 10.63 34.88 18.49 0.35 1.91 1.87 clayey silt to silty clay UMDFMD UNDFD 9 , UMDF , 10.73 35.20 15.17 0.20 1.32 1.89 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF 11.03 36.19 13.53 0.18 1.33 1.92 sandy silt tD clayey silt UMDFND UMDFD 5 4 UNDF I 11.13 36.52 10.97 0.13 1.19 1.94 clayey silt to silty clay UNDFND UNDFD 5 4 UMDF 11.43 37.50 30.83 0.61 1.97 1.96 sandy silt to clayey silt UNDFMD UMDFD 12 9 UMDF 11.53 37.83 62.26 1.70 2.73 1.98 sandy silt to clayey silt UNDFND UMDFD 24 17 UNDF 11.83 38.81 39.91 0.74 1.85 2.00 sandy silt to clayey silt UNDFND UMDFD 15 11 UMDF I 11.93 39.14 27.10 0.67 2.47 2.02 sandy silt to clayey silt UNDFND UNDFD 10 7 UNDF 12.23 40.12 43.28 1.81 4.17 2.04 silty clay to clay UMDFMD UlIDFD 28 20 UMDF 12.33 40.45 104.00 5.09 5.47 2.06 very stiff fine grained (II UNDFND UNDFD )50 )50 UNDF I 12.63 41.44 78.77 4.21 5.35 2.08 very stiff fine grained (I) UNDFND UNDFD )50 )50 UNDF 12.73 41.77 52.49 1.90 3.62 2.10 clayey silt to silty clay UNDFND UNDFD 25 18 UNDF 13.03 42.75 53.84 2.06 3.83 2.12 clayey silt tD silty clay UNDFND UNDFD 26 18 UMDF I l3.n 43.08 49.94 1.88 3.76 2.14 clayey silt to silty clay UNDFND UNDFD 24 17 UMDF 13.43 44.06 31.02 0.72 2.28 2.16 sandy silt to clayey silt UMDFMD UNDFD 12 8 UMDF 13.53 44.39 25.20 0.17 0.67 2.18 silty sand to sandy silt (40 (30 8 6 .13, 13.83 45.37 33.11 0.90 2.71 2.20 sandy silt to clayey silt UNDFMD UNDFD 13 9 UMDF I 13.93 45.70 35.74 0.70 1.96 2.22 sandy silt to clayey silt UNDFND UNDFD 14 9 UNDF 14.23 4b.b9 27.12 0.20 0.75 2.24 silty sand to sandy silt (40 (30 9 6 .14, 14.33 47.01 27.71 0.54 1.95 2.26 sandy silt tD clayey silt UNDFND UNDFD 11 7 UNDF I 14.b3 48.00 28.96 0.71 2.44 2.28 sandy silt to clayey silt UNDFND UMDFD 11 I UMDF 14.73 48.33 27.03 0.46 1.70 2.31 sandy silt tD clayey silt UMDFMD UNDFD 10 7 UMDF 15.03 49.31 26.38 0.56 2.12 2.33 sandy silt to clayey silt UMDFND UNDFD 10 7 UNDF I 15.13 49.64 37.23 1.47 3.95 2.35 clayey silt to silty clay UNDFND UNDFD 18 12 UMDF 15.43 50.62 204.71 3.80 1.86 2.37 sand to silty sand 70-80 40-42 49 32 .38 15.53 50.95 126.14 4.34 3.44 2.39 sandy silt to clayey silt UNDFND UNDFD 48 32 UMDF 15.83 51.94 67.92 1. 92 2.83 2.41 sandy silt to clayey silt UNDFND UNDFD 26 17 UNDF I 15.93 52.26 66.81 0.53 0.79 2.43 sand to silty sand 40-50 34-36 16 10 .11 ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Ja.ialkaoski et al. 1985) PHI - Robertson and Ca.panella 1983 CSR: Seed et al. 1983 - M=7.5 , - Seed's correctiDn of 7.5 blaos/laat has been applied tD MI (II avercansDlidated or ce.ented II I111 Note: FDr interpretation purposes the PLOTTED CPT PROFILE should be used oith the TABULATED OUTPUT frD' CPTINTRI Iv 3.04) IIII I \~\ I Sc:h.aE!'~~r- DixC3ra AS>S>C3c:ia.t~s> I Engineer SOA On Site Loc: CPT-3 Page No. 3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc lavg) Fs lavg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR loeters) !feet) Itsfl Itsf) (%) Itsf) m deg. N N1 ----------------------------------------------------------------------------------------------------------------------------------- I 16.23 53.25 36.28 0.52 1.42 2.45 silty sand to sandy silt (40 30-32 12 7 .15x 16.33 53.58 33.45 0.44 1.32 2.47 silty sand to sandy silt (40 (30 11 7 .15x 16.b3 54.56 31.97 0.46 1.44 2.49 sandy silt to clayey silt UNDFND UNDFD 12 8 UNDF 16.73 54.89 30.26 0.55 1.82 2.51 sandy silt to clayey silt UNDFND UNDFD 12 -, UNDF , I 17.03 55.87 38.82 o.b8 1.75 2.53 sandy silt to clayey silt UNDFND UNDFD 15 9 UNDF 17.13 56.20 23.46 0.26 1.11 2.55 sandy silt to clayey silt UNDfND UNDFD 9 6 UNDF 17.43 57.19 25.54 0.30 1.17 2.57 sandy silt to clayey silt UNDFND UNDFD 10 b UNDF I 17.53 57.51 29.67 0.53 1.79 2.59 sandy silt to clayey silt UNDFND UNDFD 11 7 UNDF 17.83 58.50 3b.75 0.65 1.76 2.61 sandy silt to clayey silt UNDFND UNDfD 14 9 UNDF 17.93 58.83 41.69 0.94 2.25 2.63 sandy silt to clayey silt UNDfND UNDfD 16 10 UNDF 18.23 59.81 32.07 0.58 1.80 2.65 sandy silt to clayey silt UNDFND UNDFD 12 8 UNDF I 18.33 bO.14 44.88 0.64 1.43 2.67 silty sand to sandy silt (40 30-32 14 9 .17x 18.63 b1.12 33.82 0.49 1.46 2.69 sandy silt to clayey silt UNDFND UNDFD 13 8 UNDF 18.73 bl.45 26.10 0.14 0.54 2.72 silty sand to sandy silt (40 (30 8 5 .13x I 19.03 b2.43 56.48 1.53 2.71 2.74 sandy silt to clayey silt UNDFND UNDFD 22 13 UNDF 19.13 62.76 27.41 0.19 0.69 2.76 silty sand to sandy silt (40 <30 9 5 .13x 19.43 b3.75 23.32 0.19 0.80 2.78 sandy silt to clayey silt UNDFND UNDFD 9 5 UNDF I 19.53 64.07 22.57 0.14 0.62 2.80 silty sand to sandy silt (40 <30 7 4 .12x 19.83 b5.06 2b.25 0.33 1.26 2.82 sandy silt to clayey silt UNDFND UNDFD 10 6 UNDF 19.93 65.39 30.94 0.71 2.29 2.84 sandy silt to clayey silt UNDFND UNDfD 12 7 UNDF 20.23 66.37 25.b9 0.32 1.25 2.86 sandy silt to clayey silt UNDFND UNDFD 10 6 UNDF I 20.33 66.70 28.60 0.37 1.29 2.88 sandy silt to clayey silt UNOFND UNOFD 11 7 UNDF 20.63 b7.68 27.93 0.4b l.b5 2.90 sandy silt to clayey silt UNDFND UNDFD 11 6 UNDF 20.73 68.01 35.49 0.18 0.51 2.92 silty sand to sandy silt (40 (30 11 7 .15x I 21.03 69.00 31.32 0.91 2.89 2.94 clayey silt to silty clay UNDFND UNDFD 15 9 UNDF 21.13 69.32 39.31 l.b4 4.17 2.96 silty clay to clay UNDFND UNDFD 25 15 UNDF 21.43 70.31 63.03 2.79 4.43 2.98 clayey silt to silty clay UNDFND UNDFD 30 18 UNDF I 21.53 70.64 82.07 4.20 5.12 3.00 very stiff fine grained (I) UNDFND UNDFD >50 46 UNDF 21.83 71.62 95.85 3.97 4.14 3.02 clayey silt to silty clay UNDFND UNDFD 46 27 UNDF 21. 93 71.95 57.12 1.21 2.12 3.04 sandy silt to clayey silt UNDFND UNDFD 22 13 UNDF 22.23 72.93 47.84 1.31 2.74 3.06 sandy silt to clayey silt UNDFND UNDFD 18 11 UNDF I 22.33 73.26 39.36 0.72 1.83 3.08 sandy silt to clayey silt UNDFND UNDFD 15 9 UNDF 22.63 74.25 36.30 0.38 1.04 3.11 silty sand to sandy silt (40 (30 12 7 .15x 22.73 74.57 41.40 0.41 0.99 3.13 silty sand to sandy silt (40 (30 13 8 .16x I 23.03 75.5b bO.59 1.97 3.25 3.15 sandy silt to clayey silt UNDFND UNDFD 23 13 UNDF 23.13 75.89 58.57 2.14 3.65 3.17 clayey silt to silty clay UNDfND UNDFD 28 16 UNDF 23.43 76.87 b6.87 2.62 3.92 3.19 clayey silt to silty clay UNDFND UNDFD 32 18 UNDF I 23.53 77.20 40.63 0.84 2.07 3.21 sandy silt to clayey silt UNDFND UNDFD Ib 9 UNDF 23.83 78.18 42.60 1.16 2.72 3.23 sandy silt to clayey silt UNDFND UNDFD 16 9 UNDF 23.93 78.51 41.06 0.95 2.31 3.25 sandy silt to clayey silt UNDFND UNDFD 16 9 UNDF 24.23 79.49 40.56 1.39 3.42 3.27 clayey silt to silty clay UNDFND UNDFD 19 11 UNDF I 24.33 79.82 34.47 1.08 3.13 3.29 clayey silt to silty clay UNDFND UNDFD 17 9 UNDF ---------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands IJaoiolkoNski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - ~=7.5 x - Seed's correction of 7.5 bloNs/foot has been applied to Nl (I) overconsolidated or ceoented II III' Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Nith the TA8ULATED OUTPUT froo CPTINTRI Iv 3.04) 1111 I \1f' I I Engineer Sch~_~_~ Dix~n A~~~ci~t_~ SDA On Site Lac: CPT-3 Page No. 4 ------------------------------------------.---------------------------------------------------------------------------------------- II _~~~~~~;~:::~~~~~___::~~;~~____::~~;~!~____::~~!::~_____~~;~~_________:::~_::::::~:_::~_______::~~~::___~;;~____:;:___;~:___::: 24.63 80.81 31.78 0.78 2.46 3.31 sandy silt to clayey silt UNDFHD UHDFD 12 7 UHDF II ----:~::~----~~~~-----~~:~:------=~:::~------=:::~:________:::~____________~~~~~~~~~_____________~~~~~___~~~~~___~~~___~~~___~~~~ I II IIII Hote: For interpretation purposes the PLDTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTIHTRl (v 3.04) IIII II I II I I I I I I I I I I Dr - All sands (JaliolkoNSki et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - ~=7.5 ,,<~4;? I I Sc:h_E!'~E!''- Dix~n A!S!S~c:i_tE!'!S Enginee~ SDA CPT Date : 12-20-88 On Site Loc: CPT-4 Cone Used : I Job No. 9R4332C Wate~ table (mete~s) : 6.99 II-------~-~::~---~~-~_:_-~_:_:__:_~~~-~--~--_::=~-~~-~--------------------------------------------------------------------------- DEPTH Oc lavg) Fs lavg) Rf lavgl SI6V' SOIL 8EHAVIOUR TYPE Eq - Or PHI SPT SPT CSR lleters) (feet) ltsf) ltsf) m Itsf) m deg. N NI II-----~;;-----~~;;-----;;~;;--------~~~~--------~~~~-------~~~;-------~~~;-;~-~~~;~-~~~;-----------;~------;;;-----;---;;~---;~~; 0.33 1.08 82.03 0.44 0.54 0.06 sand to silty sand )90 )48 20 )50 >0.5 0.63 2.07 55.86 0.98 1.76 0.10 silty sand to sandy silt 80-90 )48 18 )50 )0.5 0.73 2.40 34.72 0.58 1.67 0.14 sandy silt to clayey silt UNOFND UNDFD 13 36 UNDF 1.03 3.38 39.16 0.46 1.17 0.18 silty sand to sandy silt 60-70 44-46 13 30 >0.5 1.13 3.71 51.30 0.78 1.52 0.22 silty sand to sandy silt bO-70 44-46 16 35 >0.5 1.43 4.69 58.75 0.96 1.64 0.26 silty sand to sandy silt 70-80 44-46 19 37 >0.5 1.53 5.02 52.57 1.01 1.92 0.30 silty sand to sandy silt 60-70 42-44 17 31 >0.5 1.83 6.00 71.97 3.18 4.42 0.34 clayey silt to silty clay UNOFND UIlDFO 34 >50 UNDF 1.93 6.33 64.01 3.37 5.26 0.39 very stiff fine grained Il) UNDFND UNDFD >50 >50 UNDF 2.23 7.32 64.50 3.10 4.80 0.43 silty clay to clay UNDFND UNDFD 41 >50 UNDF 2.33 7.64 54.40 2.33 4.28 0.47 clayey silt to silty clay UNDFND UNDFD 26 39 UNDF 2.62 8.60 37.39 1.74 4.66 0.51 silty clay to clay UNOFND UNOFD 24 34 UNDF 2.72 8.92 43.61 1.90 4.36 0.55 silty clay to clay UNDFND UNDFD 28 38 UNDF 3.02 9.91 28.07 1.17 4.18 0.59 silty clay to clay UNOFND lOOlFD 18 24 UNOF 3.12 10.24 18.62 0.72 3.87 0.63 silty clay to clay UNDFND UIlDFD 12 15 UNDF 3.42 11.22 15.34 0.55 3.56 0.67 silty clay to clay UNOFHD UNDFD 10 12 UNOF 3.52 11.55 15.34 0.55 3.59 0.71 silty clay to clay UNDFND UNDFD 10 12 UNDF 3.82 12.53 10.67 O.~ 2.69 0.75 silty clay to clay UNOFND UNDFD 7 8 UNDF 3.92 12.86 8.63 0.19 2.20 0.79 silty clay to clay UNDFND UNDFD 6 6 UNDF 4.22 13.85 8.70 0.18 2.11 0.83 silty clay to clay UIlOFHD UNOFD 6 6 UNDF 4.32 14.17 7.99 0.16 2.00 0.88 silty clay to clay UNDFHJl UNDFD 5 6 UNDF 4.62 15.16 8.53 0.15 1.80 0.92 clayey silt to silty clay UNDFND UNDFD 4 4 UNDF 4.72 15.49 7.69 0.15 1.95 0.96 silty clay to clay UNDFND UNOFD 5 5 UNDF 5.02 16.47 11.13 0.35 3.17 1.00 silty clay to clay UNDFND UNDFD 7 7 UNDF 5.12 16.80 14.03 0.49 3.49 1.04 silty clay to clay UNDFND UNDFD 9 9 UNDF 5.42 17.78 11.56 0.38 3.26 1.08 silty clay to clay UNDFND UNDFD 7 7 UNDF 5.52 18.11 11.52 0.27 2.34 1.12 clayey silt to silty clay UNDFND UNDFD 6 5 UNDF 5.82 19.09 11.80 0.24 2.01 1.16 clayey silt to silty clay UNDFND UNDFD 6 5 UNDF 5.92 19.42 13.22 0.48 3.63 1.20 silty clay to clay UNDFND UNDFD 8 8 UNDF 6.22 20.41 25.04 1.37 5.49 1.24 clay UHOFND UNDFD 24 22 UNDF 6.32 20.73 16.28 0.84 5.16 1.29 clay UNDFND UNDFD 16 14 UNDF 6.62 21.72 10.09 0.26 2.54 1.33 silty clay to clay UNDFND UNDFD 6 6 UNDF 6.72 22.05 7.48 0.15 2.01 1.37 silty clay to clay UNDFND UNDFD 5 4 UNDF 7.02 23.03 8.71 0.13 1.49 1.41 clayey silt to silty clay UNDFND UNDFD 4 4 UNDF 7.12 23.36 8.25 0.11 1.33 1.44 clayey silt to silty clay UNDFND UNDFD 4 3 UNDF 7.42 24.34 9.69 0.14 1.44 1.46 clayey silt to silty clay UNOFND UNDFD 5 4 UNDF 7.52 24.67 21.34 1.06 4.97 1.48 clay UNDFND UNDFD 20 17 UNDF I I I I I I I I I II I ---------------------------------------------------------------------------------------------------------------------.------------- I I Dr - All sands IJaliolkOMSki et aI. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - ~=7.5 x - Seed's correction of 7.5 bloNs/foot has been applied to NI III overconsolidated or celented Illl Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TABULATED OUTPUT frol CPTIHTRI Iv 3.04) "l' I \1A II ---------- I Sc: h cua-F EPr Dix~n AS>S>~c:i_tEPS> I Engineer SDA On Site Lac: CPT-4 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc lavg) Fs (avg) RI lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Hiers) (Ieet) Itsll (tsl) m Itsl) m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.66 44.64 1.25 2.79 1.50 sandy silt to clayey silt UNDFIlD UNDFD 17 14 UNDF 7.92 25.98 92.69 1.27 1.37 1.52 sand to silty sand 50-60 38-40 22 18 .19 8.22 26.97 25.81 0.46 1.80 1.54 sandy silt to clayey silt UNDFND UNDFD 10 8 UNDF 8.32 27.30 17.00 0.48 2.82 1.56 clayey silt to silty clay UNDFND UNDFD 8 7 UNDF I 8.62 28.28 14.00 0.36 2.55 1.58 clayey silt to silty clay UMBFIlD UNDFD 7 5 UNDF 8.72 28.61 18.30 0.44 2.40 1.61 clayey silt to silty clay UNDFND UNDFD 9 7 UNDF 9.02 29.59 20.52 0.69 3.36 1.63 clayey silt to silty clay UNDFIlD UNDFD 10 8 UNDF I 9.12 29.92 17.38 0.71 4.09 1.65 silty clay to clay UNDFND UNDFD 11 9 UNDF 9.43 30.94 19.54 0.73 3.74 1.67 silty clay to clay UNDFND UMBFD 12 10 UNDF 9.53 31.27 17.55 0.38 2.17 1.69 clayey silt to silty clay UNDFND UNDFD 8 7 UNDF 9.83 32.25 25.80 0.62 2.42 1.71 sandy silt to clayey silt UNDFND UNDFD 10 8 UNDF I 9.93 32.58 17.77 0.51 2.87 1.73 dayey silt to silty clay UNDFND UNDFD 9 7 UNDF 10.23 33.56 18.99 0.45 2.39 1.75 clayey silt to silty clay UNDFIlD UNDFD 9 7 UNDF 10.33 33.89 19.93 0.49 2.46 1.77 clayey silt to silty clay UNDFND UNDFD 10 7 UNDF I 10.63 34.88 58.54 1.01 1.72 1.79 silty sand to sandy silt 40-50 34-36 19 14 .23x 10.73 35.20 113.90 2.26 1.98 1.81 silty sand to sandy silt 60-70 38-40 36 27 .48x 11.03 36.19 25.84 1.05 4.05 1.83 silty clay to clay UNDFND UNDFD 17 12 UNDF I 11.13 36.52 23.25 0.76 3.27 1.85 clayey silt to silty clay UNDFND UNDFD 11 8 UNDF 11.43 37.50 19.65 0.50 2.53 1.87 clayey silt to silty clay UNDFND UNDFD 9 7 UNDF 11.53 37.83 18.83 0.49 2.60 1.89 clayey silt to silty clay UNDFND UHDFD 9 7 UNDF 11.83 38.81 24.94 0.67 2.70 1.91 clayey silt to silty clay UOOD UNDfD 12 9 UNDF I 11.93 39.14 22.36 0.57 2.55 1.93 clayey silt to silty clay UNDFND UNDFD 11 8 UNDF 12.23 40.12 17.75 0.37 2.08 1.96 clayey silt to silty clay UlDFND UNDFD 9 6 UNDF 12.33 40.45 19.89 0.61 3.07 1.98 clayey silt to silty clay UNDFND UNDFD 10 7 UNDF I 12.63 41.44 18.88 0.38 2.03 2.00 clayey silt to silty clay UNDFND UNDFD 9 6 UNDF 12.73 41.77 29.41 0.69 2.35 2.02 sandy silt to clayey silt UNDFND UNDfD 11 8 UNDF 13.03 42.75 28.93 0.72 2.48 2.04 sandy silt to clayey silt UNDFND UNDFD 11 8 UNDF I 13.13 43.08 48.62 2.13 4.38 2.06 silty clay to clay UNDFND UNDFD 31 22 UNDF 13.43 44.06 50.73 2.11 4.17 2.08 clayey silt to silty clay UNDFND UNDFD 24 17 UNDF 13.53 44.39 27.20 0.48 1.76 2.10 sandy silt to clayey silt UNDFND UNDFD 10 7 UNDF 13.83 45.37 25.29 0.48 1.91 2.12 sandy silt to clayey silt UNDFND UNDFD 10 7 UNDF I 13.93 45.70 16.62 0.25 1.50 2.14 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF 14.23 46.69 22.22 0.40 1.82 2.16 sandy silt to clayey silt UNDFND UNDFD 9 6 UNDF 14.33 47.01 32.90 0.93 2.83 2.18 sandy silt to clayey silt UNDFND UNDFD 13 9 UNDF I 14.63 48.00 32.61 0.89 2.74 2.20 sandy silt to clayey silt UNDFND UMBFD 12 9 UNDF 14.73 48.33 24.65 0.31 1.26 2.22 sandy silt to clayey silt UlDFND UNDFD 9 b UNDF 15.03 49.31 54.13 1.55 2.87 2.24 sandy silt to clayey silt UNDFND UNDFD 21 14 UNDF I 15.13 49.64 97.58 1.47 1.51 2.26 silty sand to sandy silt 50-60 36-38 31 21 .3lx 15.43 50.62 48.71 1.75 3.59 2.28 clayey silt to silty clay UNDFND UNDFD 23 16 UNDF 15.53 50.95 19.21 0.31 1.61 2.30 sandy silt to clayey silt UNDFND UNDFD , 5 UNDF , 15.83 51.94 25.73 . 0.22 0.86 2.32 silty sand to sandy silt (40 (30 8 5 .13x I 15.93 52.26 42.80 1.22 2.85 2.35 sandy silt to clayey silt UNDFND UNDFD 16 11 UNDF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands IJaliolkoNski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction 01 7.5 bloNs/loot has been applied to Nl II .... Note: For interpretation purposes the PLOTTED CPT PRDFILE should be used Nith the TABULATED OUTPUT Irol CPTINTRI Iv 3.04) "" I \~ I S~h~~~~~ Dix~n A~~~~i~t~~ I Engineer SDA On Site Loc: CPT-4 Page No. 3 I DEPTH (.eters) (Ieet) Dc lavg) (tsfl Fs lavg) (tsl) RI lavg) m SI6V' (tsfl SOIL BEHAVIOUR TYPE Eq - Dr PHI It) deg. 51'T SPT CSR N HI I 16.23 53.25 46.77 1.46 3.11 2.37 sandy silt to clayey silt UNDFIlD UNDFD IB 12 UNDF 16.33 53.58 67.92 2.52 3.71 2.39 clayey silt to silty clay UNDFND UIIDfO 33 21 UNDF 16.63 54.56 72.01 3.29 4.56 2.41 clayey silt to silty clay UNDFND UNDFD 34 22 UNDF 16.73 54.89 39.14 0.83 2.12 2.43 sandy silt to clayey silt UNDFND UNDFD 15 10 UNDF I 17.03 55.87 50." 1.71 3.39 2.45 clayey silt to silty clay UNDFND UNDFD 24 16 UNDF 17.13 56.20 BO.37 4.53 5.64 2.47 very still line grained I.) IJNDFIlD UHDFD >50 50 UNDF 17.43 57.19 73.65 4.20 5.71 2.49 very still line grained I.) UIIDfND UNDFD >50 45 UNDF I 17.53 57.51 33.92 0.62 I.B3 2.51 sandy silt to clayey silt llNDfND UllDFD 13 8 UHDF 17.83 58.50 30.54 0.47 1.55 2.53 sandy silt to clayey silt UNDFND UNDFD 12 7 UNDF 17.93 58.83 2B.4B 0.33 1.16 2.55 sandy silt to clayey silt .ND UNDFD 11 7 UHDF IB.23 59.81 23.46 0.37 1.59 2.57 sandy silt to clayey silt UNDFIlD UNDFD 9 6 UNDF I 18.33 60.14 23.08 -13.93 -6O.:lO 2.59 undefined UNDFIlD DD UDF UDF UNDF ---------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Jaoiolkolski et al. 19B5) PHI - Robertson and Caopanella 1983 CSR: Seed et al. 1983 - "=7.5 (.) overconsolidated or ce.ented I.... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used lith the TABULATED DUTPUT Iro. CPTINTRI (v 3.04) .... I I I I I I I I I I \~ I I Sc::h.aet~etr- DixC3n A!S!SC3c::i.a1::.et!S Engineer SDA CPT Date : 12-20-88 On Site Lac: CPT-5 Cone Used : I Job No. : 9R4332C Water table (meters) : 6.02 II-------~_'::::_--~~-~_:_-~:_:__:_:~?_~-_:_--~::~--~:_~--------------------------------------------------------------------------- DEPTH Dc lavgl Fs lavgl RI lavgl SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI- SPT SPT CSR lleters) (feet) Itsll Itsll m ltsll m deg. N NI I-----~~;;-----~~;;-----;~~~;--------~~;;--------~~~~--------~~~;----~~~;~-~~~~-;~-~~~~-~~~;--------;~------;;;----;;---;~---;~~; 0.33 1.08 69.06 1.28 1.85 0.06 silty sand to sandy silt }90 >48 22 >50 >0.5 0.63 2.07 86.54 2.44 2.82 0.10 sandy silt to clayey silt UNDFND UNDFD 33 >50 UNDF 0.73 2.40 88.10 2.41 2.74 0.14 sandy silt to clayey silt UNDFND UNDFD 34 }50 UNDF 1.03 3.38 91.53 2.68 2.93 0.18 sandy silt to clayey silt UNDFND UNDFD 35 }50 UNDF 1.13 3.71 54.27 2.28 4.20 0.22 clayey silt to silty clay UNDFlID UHDFD 26 }50 UNDF 1.43 4.69 34.91 1.78 5.10 0.26 clay UNDfIlD UNDFD 33 >50 UNDF 1.53 5.02 35.57 1.74 4.89 0.30 clay UIlDFND UHDFD 34 >50 UNDF 1.83 6.00 34.40 1.66 4.82 0.34 clay UNDFND UNDFD 33 >50 UNDF 1.93 6.33 27.67 1.15 4.16 0.39 silty clay to clay UNDFND UHDFD 18 29 UNDF 2.23 7.32 27.04 1.22 4.51 0.43 clay UNDFND UNDFD 26 40 UHDF 2.33 7.64 29.07 1.33 4.58 0.47 clay UNDFND UNDFD 28 41 UNDF 2.62 8.60 30.37 1.29 4.24 0.51 silty clay to clay UNDFND UNDFD 19 28 UNDF 2.72 8.92 37.44 1.87 4.99 0.55 clay UNDFND UNDFD 36 49 UNDF 3.02 9.91 19.21 0.76 3.94 0.59 silty clay to clay UIlDFND UNDFD 12 16 UNDF 3.12 10.24 12.33 0.39 3.16 0.63 silty clay to clay UNDFND UllDFD 8 10 UNDF 3.42 11.22 24.68 1.05 4.27 0.67 silty clay to clay UIlDFND UNDFD 16 19 UHDF 3.52 11.55 28.82 1.47 5.10 0.71 clay UllDFND UllDFD 28 33 UNDF 3.82 12.53 30.73 1.10 3.59 0.75 clayey silt to silty clay UllDFND UNDFD IS 17 UNDF 3.92 12.86. 24.9'1 1.10 4.40 0.79 silty clay to clay UNDFND UHDFD 16 18 UNDF 4.22 13.85 48.06 0.68 1.42 0.83 silty sand to sandy silt 40-50 38-40 IS 17 .26. 4.32 14.17 25.25 0.83 3.29 0.88 clayey silt to silty clay UNDFND UHDFD 12 13 UNDF 4.62 15.16 12.33 0.35 2.84 0.92 silty clay to clay UNDFND UNDFD 8 8 UHDF 4.72 15.49 10.71 0.28 2.61 0.96 silty clay to clay UNDFND UNDFD 7 7 UNDF 5.02 16.47 10.36 0.34 3.25 1.00 silty clay to clay UNDFND UNDFD 7 7 UNDF 5.12 16.80 12.24 0.72 5.88 1.04 clay UNDFND UHDFD 12 12 UNDF 5.42 17.78 16.18 1.01 6.26 1.08 clay UNDFND UNDFD IS IS UNDF 5.52 18.11 24.27 1.74 7.17 1.12 clay UNDFND UHDFD 23 22 UNDF 5.82 19.09 35.14 2.22 6.33 1.16 clay UIIDFND UIIDFD 34 32 UNDF 5.92 19.42 37.10 2.33 6.28 1.20 clay UNDFND UNDFD 36 33 UNDF 6.22 20.41 56.85 3.11 5.47 1.24 clay UNDFND UNDFD >50 49 UNDF 6.32 20.73 33.49 1.90 5.67 1.26 clay UNDFND UNDFD 32 29 UNDF 6.62 21.72 40.87 2.19 5.37 1.28 clay UNDFND UNDFD 39 35 UNDF 6.72 22.05 15.77 0.52 3.30 1.30 silty clay to clay UNDFND UHDFD 10 9 UNDF 7.02 23.03 40.09 0.86 2.15 1.32 sandy silt to clayey silt UIIDFND UNDFD IS 14 UNDF 7.12 23.36 3o.s2 0.92 3.01 1.34 clayey silt to silty clay UNDFND UNDFD 15 13 UNDF 7.42 24.34 14.53 0.60 4.11 1.36 clay UNDFND UNDFD 14 12 UNDF 7.52 24.67 17.51 0.68 3.88 1.38 silty clay to clay UNDFND UNDFD 11 10 UNDF I I I III I I I I I I I -------------------------------.-------------.-------------------------------------------.----------------------------------------- I Dr - All sands IJaliolkowski et al. 19851 PHI - Robertson and Calpane11a 1983 CSR: Seed et a1. 1983 - "=7.5 III · - Seed's correction 01 7.5 blows/foot has been applied to N1 .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TA8ULATED OUTPUT Irol CPTINTRI Iv 3.04) .... I I \~\ I I Engineer S~h__~_~ Dix~n A~~~~i_t_~ SDA On Site Loc: CPT-5 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I_~~~~~~;!:::~~~~~:___::~~;~!~____::~i:;!~____::~~~::~_____!~;~~_________::~~_:::::~:::_::::_______::~~~::___~;;~____:;:___;~:___::: I I I I I I I I I I I I 7.82 25.66 19.07 0.94 4.93 1.40 clay UllDfND UNDFD 18 16 UNDF 7.92 25.98 14.45 0.68 4.71 1.42 clay UNDFND UNDFD 14 12 UNDF 8.22 26.97 16.94 0.62 3.64 1.44 silty clay to clay UNDFND UNDFD 11 9 UNDF 8.32 27.30 19.93 0.85 4.26 1.47 clay UNDFND UNDFD 19 16 UNDF 8.62 28.28 20.66 0.72 3.50 1.49 clayey silt to silty clay UNDFND UNDFD 10 8 UNDF 8.72 28.61 17.00 0.59 3.47 1.51 silty clay to clay UNDFND UNDFD 11 9 UNDF 9.02 29.59 15.09 0.46 3.07 1.53 silty clay to clay UNDFND UNDFD 10 8 UNDF 9.12 29.92 17.47 0.24 1.37 1.55 sandy silt to clay.y silt UNDFND UNDFD 7 5 UNDF 9.43 30.94 10.51 0.22 2.06 1.57 clayey silt to silty clay UNDFND UNDFD 5 4 UNDF 9.53 31.27 10.58 0.18 1.70 1.59 clayey silt to silty clay UNDFND UNDFD 5 4 UNDF 9.83 32.25 18.36 0.44 2.40 1.61 clayey silt to silty clay UNDFND UNDFD 9 7 UNDF 9.93 32.58 13.52 0.43 3.18 1.63 silty clay to clay UNDFND UNDFD 9 7 UNDF 10.23 33.56 27.74 0.95 3.41 1.65 clayey silt to silty clay UllDfND UNDFD 13 10 UNDF 10.33 33.89 20.87 0.54 2.59 1.67 clayey silt to silty clay UNDFND UNDFD 10 8 UNDF 10.63 34.88 15.68 0.38 2.44 1.69 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF 10.73 35.20 18.19 0.67 3.68 1.71 silty clay to clay UNDFND UNDFD 12 9 UNDF 11.03 36.19 15.85 0.33 2.10 1.73 clay.y silt to silty clay UNDFND UNDFD 8 6 UNDF 11.13 36.52 15.90 0.33 2.08 1.75 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF 11.43 37.50 17.96 0.43 2.38 1.77 clayey silt to silty clay UllDfND UNDFD 9 7 UNDF 11.53 37.83 16.41 0.40 2.44 1.79 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF 11.83 38.81 18.11 0.50 2.78 1.81 clayey silt to silty clay UNDFND UNDFD 9 7 UNDF 11.93 39.14 15.47 0.29 1.87 1.84 clayey silt to silty clay UNDFND UNDFD 7 6 UNDF 12.23 40.12 14.95 0.21 1.38 1.86 sandy silt to clayey silt UNDFND UNDFD It 4 UNDF 12.33 40.45 19.34 0.35 1.81 1.88 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF 12.63 41.44 17.28 0.23 1.33 1.90 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF 12.73 41.77 22.27 0.48 2.16 1.92 sandy silt to clayey silt UNDFND UNDFD 9 6 UNDF 13.03 42.75 30.97 I. 7b 5.67 1.94 clay UNDFND UNDFD 30 22 UNDF 13.13 43.08 22.74 0.96 4.22 1.96 silty clay to clay UNDFND UNDFD 15 10 UNDF 13.43 44.06 22.44 0.87 3.86 1.98 silty clay to clay UNDFND UNDFD 14 10 UNDF 13.53 44.39 18.02 0.52 2.89 2.00 clayey silt to silty clay UNDFND UNDFD 9 6 UNDF 13.83 45.37 24.37 1.19 4.90 2.02 clay UNDFND UNDFD 23 17 UNDF 13.93 45.70 64.18 2.02 3.15 2.04 sandy silt to clayey silt UNDFND UNDFD 25 17 UNDF 14.23 46.69 113.93 2.79 2.45 2.06 silty sand to sandy silt 60-70 38-40 36 26 .40x 14.33 47.01 51.09 2.03 3.97 2.08 clayey silt to silty clay UNDFND UNDFD 24 17 UNDF 14.63 48.00 53.21 1.93 3.63 2.10 clayey silt to silty clay UNDFND UNDFD 25 18 UNDF 14.73 48.33 83.90 2.33 2.78 2.12 sandy silt to clayey silt UNDFND UNDFD 32 22 UNDF 15.03 49.31 90.58 2.27 2.50 2.14 sandy silt to clayey silt UNDFND UNDFD 35 24 UNDF 15.13 49.64 168.22 1.64 0.97 2.16 sand 70-80 38-40 32 22 .23 15.43 50.62 49.14 1.56 3.17 2.18 clayey silt to silty clay UNDFND UNDFD 24 16 UNDF 15.53 50.95 157.85 2.83 1.79 2.20 sand to silty sand 60-70 38-40 38 26 .28 15.83 51.94 247.04 2.62 1.06 2.23 sand 80-90 40-42 47 32 .37 I 15.93 52.26 187.64 1.92 1.02 2.25 sand 70-80 40-42 36 24 .26 -------------------------------------------------------------------------------------------------------------.-.------------------ I Dr - All sands IJa.iolkoNski et al. 1985) PHI - Robertson and Caapanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction of 7.5 bloNs/foot has been applied to NI 11**** Note: For interpretation purposes the PLDTTED CPT PROFILE should be used Nith the TABUlATED OUTPUT fro. CPTINTRI (v 3.041 **** V <7rf6 I I Sc:hcaE!-f'E!r" Dix~n A1515~c:icatE!15 II Engineer SDA On Site Loe: CPT-5 Page No. 3 ---------------------------------._------------------------------------------------------------------------------------------------ I DEPTH Qc lavg) Fs lavgl RI lavg) SI6V' SDIL BEHAVIOUR TYPE Eq - Or PHI SPT SPT CSR laeters) Ileet) (tsl) Itsl) (1) (tsl) (1) deg. N NI --------------------------------------------------------------------------------------------------------------.-._----------------- 16.23 53.25 35.12 0.64 1.83 2.27 sandy silt to clayey silt UIIDF11D UNDFD 13 9 UNDF I 16.33 53.58 26.44 0.33 1.25 2.29 sandy silt to clayey silt UNDFND UIIDFD 10 7 UNDF 16.63 54.56 19.31 0.27 1.40 2.31 sandy silt to clayey silt UllDFND UNDFD 7 5 UNDF 16.73 54.89 22.19 0.29 1.31 2.33 sandy silt to clayey silt UNDFND UNDFD 9 6 UNDF I 17.03 55.B7 36.66 0.81 2.22 2.35 sandy silt to clayey silt UllDFND UNDFD 14 9 UNDF 17.13 56.20 27.92 0.67 2.40 2.37 sandy silt to clayey silt UllDFND UIIDFD II 7 UNDF 17.43 57.19 31. 65 0.88 2.77 2.39 sandy silt to clayey silt UllDFND UIlDFD 12 8 UNDF I 17.53 57.51 28.99 0.54 1.86 2.41 sandy silt to clayey silt UIlDFIID UllDFD II 7 UNDF 17.B3 58.50 26.08 0.59 2.27 2.43 sandy silt to clayey silt UllDFNO UllDFD 10 6 UNDF 17.93 58.B3 3G.43 O.BI 2.66 2.45 sandy silt to clayey silt UNDFIlD UIIDFD 12 8 UNDF 18.23 59.81 28.66 0.61 2.12 2.47 sandy silt to clayey silt UNDfNO UNDFD II 7 UNDF I 18.33 60.14 22.78 0.49 2.15 2.49 sandy silt to clayey silt UNDFND UNDFD 9 6 UNDF 18.63 61.12 24.47 0.57 2.33 2.51 sandy silt to clayey silt UllDFND UllDFD 9 6 UIIDF 18.73 61.45 24.57 0.39 1.59 2.53 sandy silt to clayey silt UNDFND UNDFD 9 6 UNDF I 19.03 62.43 30.54 I.OB 3.53 2.55 clayey silt to silty clay UNDFND UNDFD 15 9 UNDF 19.13 62.76 29.24 0.92 3.15 2.57 clayey silt to silty clay UllDFND UIIDFD 14 9 UNDF 19.43 63.75 27.99 0.74 2.66 2.59 clayey silt to silty clay UNDfND UNDFD 13 8 UNDF I 19.53 64.07 30.64 1.12 3.66 2.62 clayey silt to silty clay UllDFND UNDFD 15 9 UNDF 19.83 65.06 29.99 1.09 3.63 2.64 clayey silt to silty clay UlOlfNO UllDFD 14 9 UNDF 19.93 65.39 35.57 1.71 4.81 2.66 clay UIIDFIlD UIIDFD 34 21 UNDF 20.23 66.37 50.27 2.53 5.04 2.68 silty clay to clay UllDFND UllDFD 32 20 UNDF II 20.33 66.70 75.27 4.58 6.08 2.70 very still line grained (II UNDFND UIIDFD )50 44 UNDF 20.63 67.68 403.40 5.56 1.38 2.72 sand )'10 42-44 }50 47 )0.5 20.73 68.01 398.99 2.74 0.69 2.74 gravelly sand to sand )90 42-44 )50 39 )0.5 I 21.03 69.00 :174.03 2.60 0.70 2.76 gravelly sand to sand 80-'10 42-44 )50 36 )0.5 21.13 69.32 334.56 5.62 1.68 2.78 sand to silty sand 80-90 40-42 )50 49 )0.5 21.43 70.31 330.35 -1.47 -0.44 2.80 undefi ned UNDFND UNDFD UDF UDF UNDF 21.53 70.64 0.00 -13.93 0.00 2.82 undefined UNDFND UNDFD UDF UDF UNDF 11I----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jiliolko.ski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 I (I) overconsolidated or celented II IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used .ith the TABULATED OUTPUT Irol CPTINTRI Iv 3.041 UU I I II II I \'?~ I I Sc:h.aEi!'-f"Ei!'r'""" DixCJra A1S1SCJc:i.atEi!'1S Engineer SDA CPT Date : 12-20-88 On Site Lac: CPT-6 Cone Used : I Job No. 9R4332C Water table (meters) : 8 II-------::-~::~---~~-~-=--~:_:_-~-~~:_~-~--_::=~_!:~~--------------------------------------------------------------------------- DEPTH Oc lug) Fs lavg) Rf lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR l.eters) (feet) (hi) (tsll m (tsf) m deg. N N1 1I-----~:;;-----~:;;----;19.~--------;:;;--------~;~--------~:~;-------~~;-;~-~~~;~-~~:;-----------;;~------;;;----;;---;;~---;~~; 0.33 1.08 116.96 2.34 2.00 0.06 silty sand to sandy silt >90 >48 37 >50 >0.5 0.63 2.07 51.00 1.24 2.42 0.10 sandy silt to clayey silt UNOFND UNOFO 20 >50 UNDF 0.73 2.40 41.99 0.42 1.00 0.14 silty sand to sandy silt 70-80 44-46 13 36 >0.5 1.03 3.38 50.69 0.94 1.86 0.18 silty sand to sandy silt 70-80 44-46 16 39 >0.5 1.13 3.71 67.92 1.64 2.41 0.22 sandy silt to clayey silt UNDFND lINDFD 26 >50 UNOF 1.43 4.69 73.33 2.05 2.80 0.26 sandy silt to clayey silt UNOFND UNDFO 28 >50 UNOF 1.53 5.02 69.45 2.42 3.48 0.30 clayey silt to silty clay UNOFND UNOFD 33 >50 UNDF 1.83 6.00 42.77 1.94 4.54 0.34 silty clay to clay UNDFND UNDFD 27 47 UNDF 1.93 6.33 30.81 1.33 4.32 0.39 silty clay to clay UNDFND UNDFD 20 32 UNDF 2.23 7.32 29.57 1.28 4.32 0.43 silty clay to clay UNBFND UNDFD 19 29 UNDF 2.33 7.64 36.17 1.50 4.15 0.47 silty clay to clay UNDFND UNDFD 23 34 UNDF 2.62 9.60 33.79 1.52 4.51 0.51 silty clay to clay UNOFND UNDFD 22 31 UNOF 2.72 8.92 21.29 0.7B 3.66 0.55 silty clay to clay UNDFND UNDFD 14 19 UNDF 3.02 9.91 21.5B 0.75 3.49 0.59 clayey silt to silty clay UNOFND UNOFD 10 14 UNDF 3.12 10.24 24.01 1.09 4.54 0.63 clay UNDFIlD UNDFD 23 29 UNDF 3.42 11.22 29.92 1.13 3.79 0.67 clayey silt to silty clay UNOFND UNOFD 14 18 UNDF 3.52 11.55 49.17 1.1B 2.40 0.71 sandy silt to clayey silt UNDFND UNDFD 19 23 UNDF 3.82 12.53 24.52 0.99 4.04 0.75 silty clay to clay UNDFND UNDFD 16 18 UNDF 3.92 12.86 17.00 0.64 3.76 0.79 silty clay to clay UNDFND UNDFD 11 12 UNOF 4.22 13.85 14.B3 0.57 3.84 0.B3 silty clay to clay UNOFND UNDFD 9 10 UNDF 4.32 14.17 14.79 0.62 4.19 0.88 clay UNDFND UNDFD 14 IS UNDF 4.62 15.16 19.66 0.74 3.78 0.92 silty clay to clay UNDFND UNDFD 13 13 UNDF 4.72 15.49 32.72 1.03 3.15 0.96 clayey silt to silty clay UNDFND UNDFD 16 16 UNDF 5.02 16.47 43.42 1.12 2.59 1.00 sandy silt to clayey silt UNOFND UNDFD 17 17 UNDF 5.12 16.80 39.23 1.05 2.68 1.04 sandy silt to clayey silt UNOFND UNDFD 15 15 UNOF 5.42 17.78 18.17 0.57 3.12 1.08 clayey silt to silty clay UNDFND UNDFD 9 8 UNDF 5.52 18.11 17.00 0.54 3.18 1.12 clayey silt to silty clay UNDFND UNDFD 8 8 UNDF 5.82 19.09 18.52 0.62 3.33 1.16 clayey silt to silty clay UNDFND UNOFD 9 8 UNOF 5.92 19.42 26.65 1.32 4.95 1.20 clay UNDFND UNDFD 26 24 UNDF 6.22 20.41 24.89 1.04 4.16 1.24 silty clay to clay UNDFND UNDFD 16 14 UNDF 6.32 20.73 17.38 0.43 2.47 1.29 clayey silt to silty clay UNDFND UNDFD 8 7 UNDF 6.62 21.72 13.18 0.22 1.67 1.33 clayey silt to silty clay UNOFND UNDFD 6 6 UNDF 6.72 22.05 12.07 0.16 1.33 1.37 clayey silt to silty clay UNDFND UNDFD 6 5 UNDF 7.02 23.03 16.65 0.53 3.20 1.41 clayey silt to silty clay UNDFND UNDFD 8 7 UNDF 7.12 23.36 11.73 0.40 3.41 1.45 silty clay to clay UNDFND UNDFD 7 6 UNDF 7.42 24.34 10.94 0.28 2.59 1.49 silty clay to clay UNDFND UNDFD 7 6 UNDF 7.52 24.67 11.99 0.59 4.92 1.53 clay UNDFIlD UNDFD 11 9 UNDF II I I I I II I I I II II ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Ja.iolkooski et al. 1985) PHI - Robertson and Ca.panella 1983 CSR, Seed et al. 1983 - "=7.5 III x - Seed's correction of 7.5 bloos/foot has been applied to Nl ffff Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TABULATED OUTPUT frot CPTINTRI (v 3.04) If II I II \fP I Sc:ha.~-F~r- Dixc::tr'l A1!S1!Sc::tc:ia.tt91!S I Engineer SDA On Site Loe: CPT-6 Page No. .., 4 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc (avg) Fs (avg) RI lavg) SI6V' SOil BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (leetl (tsll (tsll m (tsll m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- 7.B2 25.66 16.IB 0.44 2.72 1.57 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF I 7.92 25.98 11.09 0.22 1.98 1.61 clayey silt to silty clay UNDFIID UNDFD 5 4 UNDF 8.22 26.97 11.15 0.24 2.12 1.65 clayey silt to silty clay UNDFND UNDFD 5 4 UNDf 8.32 27.30 12.24 0.29 2.37 1.67 clayey silt to silty clay UNDFND UNDFD 6 5 UNDF I 8.62 28.28 12.21 0.23 1.91 1.69 clayey silt to silty clay UNDFIID UNDfD 6 5 UNDf 8.72 28.61 13.05 0.34 2.61 1.71 clayey silt to silty clay UNDFND UNDfD 6 5 UNDF 9.02 29.59 ~2.13 0.54 1.69 1.73 sandy silt to clayey silt UNDFND UNDfD 12 9 UNDF I 9.12 29.92 22.95 0.39 1.70 1.75 sandy silt to clayey silt UNDFND UNDFD 9 7 UNDF 9.43 30.94 20.64 0.53 2.5B 1.77 clayey silt to silty clay UNDFND UNDfD 10 8 UNDF 9.53 31.27 12.24 0.26 2.12 1.79 clayey silt to silty clay UNDFND UNDfD 6 4 UNDF 9.83 32.25 10.82 0.21 1.91 1.81 clayey silt to silty clay UIlDfND UNDFD 5 4 UNDf I 9.93 32.58 10.50 0.19 1.81 1.83 clayey silt to silty clay UllDFND UIIDfD 5 4 UNDF 10.23 33.56 10.95 0.25 2.28 I.B5 clayey silt to silty clay UNDfND UNDFD 5 4 UNDF 10.33 33.89 21.63 0.88 4.07 1.87 silty clay to clay UIIDFND UNDfD 14 10 UNDF I 1D.63 34.88 22.81 0.80 3.51 1.89 clayey silt to silty clay UNDfND UNDfD 11 8 UNDf 10.73 35.20 19.89 0.60 3.02 1.92 clayey silt to silty clay UNDFND UNDfD 10 7 UNDF 11.03 36.19 11.94 0.28 2.35 1.94 clayey silt to silty clay UIIDfND UNDfD 6 4 UNDf I 11.13 36.52 9.48 0.10 1.05 1.96 clayey silt to silty clay UllDFND UNDFD 5 3 UNDF 11.43 37.50 12.92 0.23 1.78 1.98 clayey silt to silty clay UNDFIID UNDFD 6 4 UNDf 11.53 37.83 16.45 0.39 2.37 2.00 clayey silt to silty clay UNDFND UIIDfD 8 6 UNDF 11.83 38.81 17.10 0.43 2.51 2.02 clayey silt to silty clay UllDFND UNDFD 8 6 UNDF I 11.93 39.14 19.51 0.73 3.74 2.04 silty clay to clay UllDFND UNDFD 12 9 UNDF 12.23 40.12 15.23 0.37 2.45 2.06 clayey silt to silty clay UllDFIID UNDFD 7 5 UHDF \2.33 40.45 \3.77 0.25 1.82 2.08 clayey silt to silty clay UIDFND UIIDfD 7 5 UNDf I 12.63 41.44 14.64 0.31 2.12 2.10 clayey silt to silty clay UIIDfND UNDfD 7 5 UNDF 12.73 41.77 21.89 0.19 0.87 2.12 sandy silt to clayey silt UNDfND UNDfD 8 6 UNDF 13.03 42.75 20.51 0.79 3.85 2.14 silty clay to clay UIlDFND UIIDFD 13 9 UNDF I 13.13 43.08 58.44 2.87 4.91 2.16 silty clay to clay UNDfND UNDFD 37 26 UNDF 13.43 44.06 75.88 3.41 4.49 2.18 clayey silt to silty clay UNDFND UNDFD 36 25 UIlDF 13.53 44.39 17.98 0.54 3.00 2.20 clayey silt to silty clay UNDFND UNDfD 9 6 UNDf 13.83 45.37 20.26 0.80 3.93 2.22 silty clay to clay UllDFND UNDFD 13 9 UNDF I 13.93 45.70 2D.61 0.92 4.46 2.24 clay UNDFND UNDFD 20 13 UNDf 14.23 46.69 22.31 1.02 4.59 2.26 clay UllDfHD UNDFD 2\ 14 UllDf 14.33 47.01 48.11 3.31 6.88 2.28 clay UIlDFND UIlDFD 46 31 UNDF I 14.63 48.00 73.00 3.77 5.17 2.3\ very still line grained (I) UIIDfND UNDfD >50 47 UNDF 14.73 48.33 47.52 1.97 4.15 2.33 clayey silt to silty clay UIlDFND UIlDFD 23 15 UNDF 15.03 49.31 138.86 3.63 2.62 2.35 silty sand to sandy silt 60-70 38-40 44 29 >0.5 I 15.13 49.64 197.33 4.60 2.33 2.37 silty sand to sandy silt 70-80 40-42 >50 41 >0.5 15.43 5D.62 228.27 5.82 2.55 2.39 silty sand to sandy silt 70-80 40-42 >50 48 >0.5 15.53 50.95 322.23 2.10 0.65 2.41 sand 80-90 42-44 >50 40 >0.5 15.83 51.94 116.82 1.44 1.23 2.43 sand to silty sand 50-60 36-38 28 18 .19. I 15.93 52.26 27.29 0.73 2.67 2.45 clayey silt to silty clay UNDFND UNDFD 13 8 UNDF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Jaliolko.ski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - ~=7.5 . - Seed's correction 01 7.5 blo.s/loot has been applied to HI (.1 overconsolidated or celented II .... Note: For interpretation purposes the PLOTTED CPT PRDFIlE should be used .ith the TABULATED OUTPUT frol CPTINTRI Iv 3.04) .... II ~\ I I Engineer Sch_~+~~ Dix~n A__~ci_t~_ SDA On Site Loc: CPT-6 Page No. _ 1 _~~~~~~;!:::~~~~~___::~~;~~____::~~!~___::~~!::~_____~~;~i_________:::~_:::::::::_::::_______::~~~::___d:;~____:;:___;~:___::: I 1 I I I I I I 1 I I 16.23 53.25 21.04 0.42 1.'11I 2.47 sandy silt to clayey silt UNDFND UNDFD 8 5 UNDF 16.33 53.58 20.15 0.39 1.94 2.49 sandy silt to clayey silt UNDFND UNDFD 8 5 UNDF 16.63 54.56 18.15 0.37 2.06 2.51 clayey silt to silty clay UNDFIlD UNDFD 9 6 UNDF 16.73 54.89 17.77 0.41 2.31 2.53 clayey silt to silty clay UNDFND UNDFD 9 5 UNDF 17.03 55.87 16.21 0.35 2.18 2.55 clayey silt to silty clay U1DFND UNDFD 8 5 UNDF 17.13 56.20 16.02 0.36 2.25 2.57 clayey silt to silty clay UNDFND UNDFD 8 5 UNDF 17.43 57.19 17.20 0.36 2.11 2.59 clayey silt to silty clay UNDFND UNDFD 8 5 UNDF 17.53 57.51 21.04 0.54 2.57 2.61 clayey silt to silty clay UNDFND UNDFD 10 6 UNDF 17.83 58.50 15.12 0.36 2.38 2.63 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 17.93 58.83 13.64 0.29 2.13 2.65 clayey silt to silty clay UNDF1lD UNDFD 7 4 UNDF 18.23 59.81 13.07 0.25 1.91 2.67 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF 18.33 60.14 13.30 0.28 2.11 2.69 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF 18.63 01.12 15.45 0.41 2.65 2.72 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 18.73 61.45 21.72 0.33 1.52 2.74 sandy silt to clayey silt UNDFND UNDFD 8 5 UNDF 19.03 62.43 17.51 0.51 2.89 2.76 clayey silt to silty clay UNDFND UNDFD 8 5 UNDF 19.13 62.76 17.13 0.34 1.98 2.78 clayey silt to silty clay UNDFND UNDFD 8 5 UNDF 19.43 63.75 20.26 0.59 2.91 2.80 clayey silt to silty clay UNDFND UNDFD 10 6 UNDF 19.53 64.07 30.90 0.79 2.56 2.82 sandy silt to clayey silt UNDFND UNDFD 12 7 UNDF 19.83 65.06 28.14 0.76 2.70 2.84 clayey silt to silty clay UNDFIlD UNDFD 13 8 UNDF 19.93 65.39 34.13 1.81 5.30 2.86 clay UNDFND UNDFD 33 20 UHDF 20.23 66.37 214.54 4.17 1.94 2.88 sand to silty sand 70-80 38-40 >50 31 .34 20.33 66.70 336.98 2.01 0.60 2.90 gravelly sand to sand 80-'10 40-42 )50 32 .37 20.63 67.68 236.23 2.60 1.10 2.92 sand 70-80 40-42 45 27 .29 20.73 68.01 144.37 2.84 1.97 2.94 silty sand to sandy silt 60-70 36-38 46 27 .47, 21.03 69.00 146.10 3.31 2.27 2.96 silty sand to sandy silt 60-70 36-38 47 27 .49, 21.13 69.32 111.35 3.24 2.91 2.98 sandy silt to clayey silt UNDFND UNDFD 43 25 UNDF 21.43 70.31 146.64 2.13 1.45 3.00 sand to silty sand 60-70 36-38 35 21 .21 21.53 70.64 75.06 2.12 2.82 3.02 sandy silt to clayey silt UNDFND UNDFD 29 17 UNDF 21.83 71.62 80.54 2.48 3.08 3.04 sandy silt to clayey silt UNDFND UNDFD 31 18 UNDF 21.93 71.95 138.17 4.95 3.58 3.06 sandy silt to clayey silt UNDFND UNDFD >50 31 UNDF 22.23 72.93 268.98 2.43 0.90 3.08 sand 70-80 40-42 >50 30 .33 22.33 73.26 386.16 2.81 0.73 3.11 gravelly sand to sand 80-90 40-42 >50 35 >0.5 22.63 74.25 262.04 3.53 1.35 3.13 sand 70-80 40-42 >50 29 .31 22.73 74.57 147.82 0.89 0.60 3.15 sand 60-70 36-38 28 1. .17 23.03 75.56 68.28 3.28 UI 3.17 undefined UNDFND UNDFD UDF UDF UNDF 23.13 75.89 159.50 2.79 1.75 3.19 sand to silty sand 60-70 36-38 38 22 .23 23.43 76.87 182.88 5.43 2.97 3.21 silty sand to sandy silt 60-70 38-40 >50 33 >0.5 23.53 77.20 322.75 8.06 2.50 3.23 silty sand to sandy silt 80-90 40-42 >50 >50 >0.5 1----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (JaaiolkoNski et a1. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - M=7.5 I , - Seed's correction of 7.5 bloNs/foot has been applied to NI 1 1111 Note: For interpretation purposes the PLDTTED CPT PRDFILE should be used Nith the TA8ULATED DUTPUT frol CPTINTRI Iv 3.04) 1111 1 I \A'l/ II I Sc::ha.~-f'~.... DixCJn A__CJc::ia.t~_ Engineer SDA CPT Date : 12-21-88 On Site Lac: CPT-7 Cone Used : I Job No. 9R4332C Water table (meters) : 7.85 II -------~-~::~---~~-~-:--~-:-~--:-:~?-~--~---~::~--!:~-:--------------------------------------------------------------------------- DEPTH Oc (avg) Fs lavg) Rf (avg) SI6Y' SOIL BEHAYIOUR TYPE Eq - Dr PHI SPT SPT CSR (lfters) ffeet) Itsfl (tsf) ftl (tsf) II) deg. N Nl II -----~~;;-----~~;;-----;;~;;--------~~;;--------~~;~--------~~~;----~:~~;-~~~;-;~-~~:;;;-~~~;-----~;~;;~---~;~;~----~;---;;~---~;~; 0.33 1.08 124.19 3.51 2.83 0.06 sandy sill to clayey silt UNDFND UNDFD 4B )50 UNDF 0.63 2.07 117.77 4.15 3.53 0.10 sandy silt to clayey silt UNDFND UNDFD 45 >50 UNDF 0.73 2.40 107.36 2.17 2.02 0.14 silty sand to sandy silt >90 >48 34 >50 >0.5 1.03 3.3B 123.79 3.04 2.46 0.18 silty sand to sandy sill >90 >48 40 >50 >0.5 1.13 3.71 115.64 3.63 3.14 0.22 sandy silt to clayey silt UNDFND UIIDFD 44 >50 UNDF 1.43 4.69 B3.74 2.95 3.52 0.26 sandy silt to clayey silt UNDFND UNDFD 32 >50 UNDF 1.53 5.02 57.42 2.62 4.56 0.30 silty clay to clay UNDFND UNDFD 37 >50 UNDF I.B3 6.00 42.67 1.77 4.14 0.34 silty clay to clay UNDFND UNDFD 27 47 UNDF 1.93 6.33 41.06 1.75 4.26 0.39 silty clay to clay UNDFND UNDFD 26 43 UNDF 2.23 7.32 38.92 1.49 3.83 0.43 clayey sill to silty clay UNDFND UNDFD 19 29 UNDF 2.33 7.64 41.01 1.21 2.95 0.47 sandy silt to clayey silt UNDFND UNDFD 16 23 UNDF 2.62 8.60 32.51 1.02 3.14 0.51 clayey silt to silty clay UNDFND UNDFD 16 22 UNDF 2.72 8.92 20.74 0.74 3.57 0.55 silty clay to clay UNDFND UNDFD 13 18 UNDF 3.02 9.91 26.65 O.Bl 3.03 0.59 clayey silt to silty clay UllDFND UNDFD 13 17 UNDF 3.12 10.24 20.91 0.83 3.97 0.63 silty clay to clay UNDFND UIIDFD 13 17 UNDF 3.42 11.22 28.87 0.88 3.06 0.67 clayey sill to silty clay UIIDFND UNDFD 14 17 UNDF 3.52 11.55 36.04 1.07 2.97 0.71 clayey silt to silty clay UNDFND UIIDFD 17 21 UNDF 3.82 12.53 42.64 0.76 1.78 0.75 sandy silt to clayey silt UNDFND UNDFD 16 19 UNDF 3.92 12.86 48.24 0.69 1.43 0.79 silty sand to sandy silt 40-50 38-40 15 17 .27x 4.22 13.85 35.48 1.09 3.08 0.83 clayey silt to silty clay UNDFND UNDFD 17 19 UNDF 4.32 14.17 43.10 0.64 1.48 0.88 silty sand to sandy silt 40-50 36-38 14 15 .23x 4.62 15.16 33.73 1.04 3.07 0.92 clayey silt to silty clay UNDFND UllDFD 16 17 UNDF 4.72 15.49 53.17 0.90 1.69 0.96 silty sand to sandy silt 40-50 38-40 17 18 .27. 5.02 16.47 16.67 0.89 1.16 1.00 sand to silty sand 50-60 38-40 18 19 .19 5.12 16.80 76.12 1.17 1.54 1.04 silty sand to sandy silt 50-60 38-40 24 24 .36. 5.42 17.78 27.06 1.00 3.68 1.08 clayey silt to silty clay UNDFND UNDFD 13 13 UNDF 5.52 18.11 114.37 1.70 1.49 1.12 sand to silty sand 60-70 40-42 27 26 .28 5.82 19.09 166.18 3.27 1.97 1.16 silty sand to sandy silt 70-80 42-44 )50 50 >0.5 5.92 19.42 147.05 3.16 2.15 1.20 silly sand to sandy silt 70-80 40-42 47 43 >0.5 6.22 2D.41 105.02 2.11 2.01 1.24 silty sand to sandy silt 60-70 40-42 34 30 >0.5 6.32 20.73 128.39 1.84 1.43 1.29 sand to silty sand 70-80 40-42 31 27 .30. 6.62 21.72 129,34 1.69 1.31 1.33 sand to silty sand 60-70 40-42 31 27 .29 6.72 22.05 64.52 1.27 1.97 1.37 silty sand to sandy silt 40-50 36-38 21 18 .27. 7.02 23.03 26.80 1.14 4.27 1.41 silty clay to clay UNDFND UNDFD 17 15 UNDF 7.12 23.36 17.08 0.65 3.81 1.45 silty clay to clay UNDFND UNDFD II 9 UNDF 7.42 24.34 115.06 1.68 1.46 1.49 sand to silty sand 60-70 38-40 28 23 .24 7.52 24.67 245.69 2.97 1.21 1.53 sand 80-90 42-44 47 38 >0.5 II I I I I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJa.iolkooski et al. 19851 PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 II · - Seed's correction of 7.5 bloos/foot has been applied to NI 1111 Note: For interpretation purposes the PLDTTED CPT PROFILE should be used oith the TABULATED OUTPUT fro. CPTINTRl I I Iv 3.04) 11I1 \Ik. '0 I Sc::ha.~~~r-- DixC3n A!S!SC3c::ia.t~!S I Engineer SDA On Site Lac: CPT-7 Page No. .., ~ ----------------------------------------------------------------------------------------------------------------------------.------ I DEPTH Qc (avg) Fs lavg) Rf lavg) SI6V' SOIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR lleters) (feet) Itsf) ltsf) m ltsf) m deg. N N1 ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.M 209.21 2.1B 1.04 1.57 sand 80-90 42-44 40 32 .38 7.92 25.98 181.56 0.72 0.40 1.61 sand 70-80 40-42 35 28 .30 8.22 26.97 173.91 0.63 0.36 1.63 sand 70-80 40-42 33 26 .28 8.32 27.30 196.82 1.04 0.53 1.65 sand 70-80 40-42 38 30 .33 I 8.62 28.28 195.19 0.65 0.33 1.67 sand 70-80 40-42 37 29 .32 8.72 28.61 227.46 0.78 0.34 1.69 sand 80-90 42-44 44 34 .42 9.02 29.59 224.90 0.92 0.41 1.71 sand M-90 42-44 43 33 .40 I 9.12 29.92 170.51 1.15 0.67 1.73 sand 70-80 40-42 33 25 .27 9.43 30.94 183.67 0.49 0.26 1.76 sand 70-80 40-42 35 27 .29 9.53 31.27 222.79 0.58 0.26 1.78 gravelly sand to sand 80-90 40-42 36 27 .29 9.83 32.25 223.04 0.48 0.22 1.80 gravelly sand to sand 80-90 40-42 36 27 .29 I 9.93 32.58 250.75 0.75 0.30 1.82 gravelly sand to sand 80-90 42-44 40 30 .33 10.23 33.56 240.50 0.74 0.31 1.84 gravelly sand to sand 80-90 42-44 38 29 .31 10.33 33.89 246.33 0.57 0.23 1.86 gravelly sand to sand 80-90 42-44 39 29 .32 I 10.63 34.88 237.36 0.89 0.38 1.88 sand 80-90 42-44 45 34 .41 10.73 35.20 209.82 0.69 0.33 1.90 sand 70-80 40-42 40 30 .32 11.03 36.19 204.06 0.40 0.20 1.92 sand 70-M 40-42 39 29 .31 I 11.13 36.52 202.85 0.29 0.14 1.94 gravelly sand to sand 70-80 40-42 32 24 .25 11.43 37.50 225.42 0.39 . 0.17 1.96 gravelly sand to sand 80-90 40-42 36 26 .28 11.53 37.83 166.73 0.00 0.00 1.98 undefined UNDFND UNDFD UDF UDF UNDF 11.83 38.81 172.68 0.19 0.11 2.00 sand 70-M 40-42 33 24 .25 I 11.93 39.14 173.95 0.13 0.07 2.02 sand 70-80 40-42 33 24 .25 12.23 40.12 155.14 0.14 0.09 2.04 sand 60-70 38-40 30 21 .22 12.33 40.45 141.19 0.62 0.44 2.06 sand 60-70 38-40 27 19 .20 I 12.63 41.44 35.10 0.82 2.33 2.08 sandy silt to clayey silt UIIDFND UNDFD 13 9 UNDF 12.73 41.77 18.83 0.08 0.42 2.10 sandy silt to clayey silt UIIDFND UNDFD 7 5 UNDF 13.03 42.75 18.34 0.11 0.62 2.13 sandy silt to clayey silt UIIDFND UNDFD 7 5 UNDF I 13.13 43.08 15.64 0.21 1.34 2.15 sandy silt to clayey silt UNDFND UNDFD b 4 UNDF 13.43 44.06 14.72 0.19 1.29 2.17 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF 13.53 44.39 14.11 0.17 1.20 2.19 sandy silt to clayey silt UNDFND UNDFD 5 4 UNDF 13.83 45.37 17.52 0.24 1.37 2.21 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF I 13.93 45.70 18.45 -13.93 -75.50 2.23 undefined UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------.----------------------------------------- I Dr - All sands IJaliolkowski et al. 19851 PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 II IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRl Iv 3.041 1Il1 I I I II \~ I I Sc:ha.eo-f'eor Di.xC3n ASOSOC3c:i.a.teoso Engineer SDA CPT Date : 12-21-88 On Site Lac: CPT-8 Cone Used : I Job No. 9R4332C Water table (meters) : 8.13 II -------~-~::~---~~-~~--~-:-:--:-:~~-~--:---~~~--~~-~--------------------------------------------------------------------------- DEPTH Dc (avg) Fs (avg) RI {avgl SI6Y' SOIL BEHAYIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (Ieet) (tsl) (tsl) 11l (tsl) 11l deg. H HI II ----------------------------------------------------------------------------------------------------------------------------------- 0.23 0.75 37.17 0.47 1.27 0.02 silty sand to sandy silt )90 )48 12 )50 >0.5 0.33 1.08 6B.55 1.38 2.01 0.06 silty sand to sandy silt >90 )48 22 >50 >0.5 0.63 2.07 91.56 2.19 2.39 0.10 silty sand to sandy silt )90 >48 29 >50 >0.5 0.73 2.40 103.70 3.22 3.11 0.14 sandy silt to clayey silt UHDFHD UNDFD 40 >50 UNDF 1.03 3.38 62.65 1.88 3.00 0.18 sandy silt to clayey silt UNDFND UNDfD 24 >50 UNDF 1.13 3.71 39.82 0.75 1.88 0.22 undy silt to clayey silt UIlDfND UHDFD 15 33 UNDF 1.43 4.69 76.81 1.89 2.46 0.26 sandy silt to clayey silt tIIIlfIID UHDfD 29 >50 UHDf 1.53 5.02 75.57 2.00 2.65 0.30 sandy silt to clayey silt UHDFND lINDfD 29 >50 UNDF 1.83 6.00 81.53 1.49 1.83 0.34 silty sand to sandy silt 70-80 44-46 26 45 >0.5 1.93 6.33 24.40 2.42 9.92 0.39 undefined UNDFND UNDfD UDF UDF UNDF 2.23 7.32 70.93 2.03 2.87 0.43 sandy silt to clayey silt UNDFND UNDfD 27 42 UNDf 2.33 7.64 50.75 1.98 3.90 0.47 clayey silt to silty clay UNDFND UHDFD 24 36 UNDF 2.62 8.60 50.74 1.83 3.61 0.51 clayey silt to silty clay UHDfND UNDfD 24 35 UNDf 2.72 8.92 59.20 0.96 1.62 0.55 silty sand to sandy silt 60-70 40-42 19 26 .41x 3.02 9.91 52.66 0.74 1.41 0.59 silty sand to sandy silt 50-60 40-42 17 22 .33x 3.12 10.24 58.78 1.17 1.99 0.63 silty sand to sandy silt 50-60 40-42 19 24 .36x 3.42 11.22 40.69 1.42 3.50 0.67 clayey si lt to silty clay UNDfND UNDfD 19 24 UNDf 3.52 11.55 2B.39 1.13 3.98 0.71 silty clay to clay lINDFND UHDFD IB 22 UNDF 3.B2 12.53 41.21 1.41 3.42 0.75 clayey silt to silty clay UHDfND UNDFD 20 23 UNDF 3.92 12.86 27.20 1.74 6.40 0.79 clay UHDFND UNDfD 26 30 UNDF 4.22 13.85 51.06 1.68 3.29 0.83 clayey silt to silty clay UNDFHD UNDfD 24 27 UNDf 4.32 14.17 53.89 1.75 3.25 0.88 clayey silt to silty clay UIIDFND UNDFD 26 28 UNDF 4.62 15.16 46.04 1.82 3.96 0.92 clayey silt to silty clay UNDFND UNDFD 22 23 UNDF 4.72 15.49 45.05 1.79 3.97 0.96 clayey silt to silty clay UNDfND UNDfD 22 22 UNDF 5.02 16.47 37.02 1.36 3.68 1.00 clayey silt to silty clay UIIDFHD UNDFD 18 18 UNDF 5.12 16.80 54.19 1.10 2.03 1.04 sandy silt to clayey silt UNDFHD UNDfD 21 21 UNDF 5.42 17.78 39.54 1.54 3.89 1.08 clayey silt to silty clay UHDfND UIlDfD 19 18 UNDF 5.52 18.11 71.40 1.27 1.78 1.12 silty sand to sandy silt 50-60 38-40 23 22 .32x 5.82 19.09 58.11 1.61 2.76 1.16 sandy silt to clayey silt UNDfND UHDfD 22 21 UNDF 5.92 19.42 26.01 1.22 4.69 1.20 clay UNDFND UNDFD 25 23 UNDF 6.22 20.41 52.15 1.0\ 1.93 1.24 silty sand to sandy silt 40-50 36-38 17 15 .24x 6.32 20.73 90.70 1.91 2.11 1.29 silty sand to sandy silt 60-70 38-40 29 26 .41x 6.62 21.72 150.22 2.11 1.40 1.33 sand to silty sand 70-80 40-42 36 32 .36 6.72 22.05 182.45 1.75 0.96 1.37 sand 70-80 42-44 35 30 .34 7.02 23.03 171.90 1.50 0.87 1.41 sand 70-80 40-42 33 2B .30 7.12 23.36 150.54 1.29 0.B6 1.45 sand 70-BO 40-42 29 24 .26 7.42 24.34 145.48 1.32 0.91 1.49 sand to silty sand 70-80 40-42 35 29 .32 7.52 24.67 150.41 1.07 0.71 1.53 sand 70-80 40-42 29 24 .25 I I I I I I I I II I I I I 1111 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Irol CPTINTRl I I Dr - All sands (Jaliolkowski et al. 19B5) Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 PHI - x - Seed's correction 01 7.5 blows/loot has been applied to N1 (v 3.04) IItI I Sc:h.ate-f"ter- DixC)n A5i5iC)c:i.at&!'5i I Engineer SDA On Site Lac: CPT-8 Page No. " ~ ------.---------------------------------------------------------------------------------------------------------------------------- I DEPTH Oc (avg) Fs (avg) Rf (avg) SI6V' SOIL 8EHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (feet) (tsf) (tsf) m (tsf) III deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.66 133.39 1.23 0.92 1.57 sand to silty sand 60-70 40-42 32 26 .28 7.92 25.98 149.69 2.28 1.52 1.61 sand to silty sand 70-80 40-42 36 29 .31 8.22 26.97 215.07 2.63 1.22 1.65 sand 80-90 42-44 41 32 .38 8.32 27.30 255.13 1.93 0.76 1.68 sand 80-90 42-44 49 38 )0.5 I 8.62 28.28 22'1.62 1.57 0.68 1.70 sand 80-90 42-44 44 34 .43 8.72 28.61 203.49 1.31 0.64 1.72 sand 70-80 40-42 39 30 .33 9.02 29.59 185.00 1.12 0.61 1.74 sand 70-SO 40-42 35 27 .29 I 9.12 29.92 199.67 0.70 0.35 1.76 sand 70-80 40-42 38 29 .32 9.43 30.94 188.62 0.85 0.45 1.78 sand 70-SO 40-42 36 27 .30 9.53 31.27 168.30 1.53 0.91 1.81 sand 70-80 40-42 32 24 .26 9.83 32.25 160.67 1.52 0.94 1.83 sand 70-80 40-42 31 23 .24 I 9.93 32.58 249.73 1.24 0.50 1.85 sand 80-90 42-44 48 36 )0.5 10.23 33.56 242.22 1.09 0.45 1.87 sand 80-90 42-44 46 34 .45 10.33 33.89 221.85 0.76 0.34 1.89 sand 80-90 40-42 43 31 .36 I 10.63 34.88 232.22 0.63 0.27 1.91 gravelly sand to sand SO-90 40-42 37 27 .29 10.73 35.20 213.73 0.46 0.22 1.93 gravelly sand to sand 70-80 40-42 34 25 .26 11.03 36.19 224.26 0.71 0.32 1.95 sand 80-90 40-42 43 31 .35 I 11.13 36.52 218.66 0.34 0.16 1.97 gravelly sand to sand 70-80 40-42 35 25 .27 11.43 37.50 181.29 0.21 0.12 1.99 sand 70-80 40-42 35 25 .26 11.53 37.83 199.71 0.23 0.12 2.01 gravelly sand to sand 70-80 40-42 32 23 .24 11.83 38.81 192.93 0.48 0.25 2.03 sand 70-SO 40-42 37 26 .28 I 11.93 39.14 127.71 1.04 0.81 2.05 sand to silty sand 60-70 38-40 31 22 .23 12.23 40.12 214.50 1.51 0.70 2.07 sand 70-SO 40-42 41 29 .32 12.33 40.45 225.38 0.96 0.43 2.09 sand 70-80 40-42 43 30 .34 I 12.63 41.44 240.52 1.37 0.57 2.11 sand 80-90 40-42 4b 32 .37 12.73 41.77 207.15 0.35 0.17 2.13 gravelly sand to sand 70-80 40-42 33 23 .24 13.03 42.75 192.26 0.25 0.13 2.15 sand 70-80 40-42 37 25 .27 I 13.13 43.08 226.48 0.42 0.19 2.17 gravelly sand to sand 70-80 40-42 36 25 .26 13.43 44.06 220.14 0.27 0.12 2.20 gravelly sand to sand 70-SO 40-42 35 24 .25 13.53 44.39 256.19 0.59 0.23 2.22 gravelly sand to sand 80-90 40-42 41 28 .30 13.83 45.37 297.15 0.97 0.33 2.24 gravelly sand to sand 80-90 42-44 47 32 .37 I 13.93 45.70 152.07 0.64 0.42 2.26 sand 60-70 38-40 29 20 .20 14.23 46.69 276.04 0.94 0.34 2.28 gravelly sand to sand 80-90 40-42 44 30 .32 14.33 47.01 286.54 1.33 0.46 2.30 gravelly sand to sand 80-90 40-42 46 31 .34 I 14.63 48.00 2S3.33 1.26 0.44 2.32 gravelly sand to sand 80-90 40-42 45 30 .33 14.73 48.33 277.40 1.52 0.55 2.34 sand 80-90 40-42 )50 35 )0.5 15.03 49.31 305.82 1.73 0.56 2.36 gravelly sand to sand 80-90 42-44 49 32 .38 I 15.13 49.64 282.03 1.71 0.61 2.38 sand 80-90 40-42 )50 35 )0.5 15.43 50.62 297.08 1.97 0.66 2.40 sand 80-90 40-42 )50 37 >0.5 15.53 50.95 354.11 5.11 1.44 2.42 sand )90 42-44 )50 44 >0.5 15.83 51.94 396.53 6.19 1.56 2.44 sand to silty sand )90 42-44 )50 )50 )0.5 I 15.93 52.26 362.82 6.82 1.88 2.46 sand to silty sand )90 42-44 )50 )50 )0.5 ---------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands IJaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 "" Note: For interpretation purposes the PLDTTED CPT PROFILE should be used with the TABULATED DUTPUT frol CPTINTRI Iv 3.04) III' I I \",<6 I I Engineer Scha_~er Dix~n Ass~ciates SDA On Site Loc: CPT-8 Page No. 3 I DEPTH (Ietersl (feeU Qc lavg) (tsl) Fs lavg) Itsll RI lavg) (tl SI6V' Itsll SOil BEHAVIOUR TYPE Eq - Dr PHI m dill. SPT SPT CSR N NI 16.23 53.25 369.85 4.70 1.27 2.48 sand }90 42-44 )50 46 >0.5 I 16.33 53.58 472.30 1.59 0.34 2.50 gravelly sand to sand }90 42-" }50 48 }0.5 ----------------------------------------------------------------------------------------------------------------------------------- I II .... Note: For interpretation purposes the PLOTTED CPT PROFilE should be used Nith the TABUlATED OUTPUT Irol CPTINTRI Iv 3.04) .... I I I I I I I I I I I I I Dr - All sands IJaaiolkoNski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 v-.(g I I Sc:::heU","*, _r- Dix~n Assss~c:::ia.t_ss Engineer SDA CPT Date : 12-21-88 On Site Loe: CPT-9 Cone Used : I Job No. 9R4332C Water table (meters) : 7.95 1II-------~-~~:---~~~-:--~:-:--~-~~~-~--:---~~~-~~~--------------------------------------------------------------------------- DEPTH Qc (avg) Fs lavg) Rf (avgl SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR leters) (feet) (tsf) ltsf) m ltsf) m dl!fJ. N Nl 1______----------------------------------------------------------------------------------------------------------------------------- 0.23 0.75 40.01 0.62 1.55 0.02 silty sand to sandy silt )90 )48 13 )50 lO.5 0.33 1.08 74.21 1.83 2.47 0.06 sandy silt to clayey silt UIIDFND UNDFD 28 )50 UNDF 0.63 2.07 63.65 1.41 2.22 0.10 sandy silt to clayey silt UNDFND UNDFD 24 )50 UNDF 0.73 2.40 79.31 1.30 1.64 0.14 silty sand to sandy silt 80-90 )48 25 )50 >0.5 1.03 3.38 71.60 1.27 1.77 0.18 silty sand to sandy silt 80-90 46-48 23 )50 >0.5 1.13 3.71 54.06 1.27 2.35 0.22 sandy silt to clayey silt UNDFND UIIDFD 21 45 UNDF 1.43 4.69 44.42 1.38 3.11 0.26 clayey silt to silty clay UIlDFIlD UNDFD 21 42 UIIDF 1.53 5.02 69.11 1.59 2.30 0.30 sandy silt to clayey silt UIIDFND UNDFD 26 49 UNDF 1.83 6.00 64.66 1.60 2.47 0.34 sandy silt to clayey silt UIIDFND UNDFD 25 43 UNDF 1.93 6.33 34.30 1.46 4.26 0.39 silty clay to clay UNDFND UNDFD 22 36 UNDF 2.23 7.32 17.27 0.61 3.53 0.43 silty clay to clay UNDFND UNDFD 11 17 UNDF 2.33 7.64 15.22 0.31 2.04 0.47 clayey silt to silty clay UNDFND UNDFD 7 11 UNDF 2.62 8.60 20.46 0.74 3.60 0.51 silty clay to clay UNDFND UNDFD 13 19 UNDF 2.72 8.92 16.15 0.51 3.16 0.55 clayey silt to silty clay UNDFND UNDFD 8 11 UNDF 3.02 9.91 13.74 0.30 2.18 0.59 clayey silt to silty clay UNDFND UNDFD 7 9 UNDF 3.12 10.24 17.77 0.55 3.10 0.63 clayey silt to silty clay UNDFND UIIDFD 9 11 UNDF 3.42 11.22 16.27 0.49 3.01 0.67 clayey silt to silty clay UIIDFND UNDFD 8 10 UIIDF 3.52 11.55 14.37 0.41 2.85 0.71 clayey silt to silty clay UNDFND UNDFD 7 8 UNDF 3.82 12.53 14.76 0.39 2.62 0.75 clayey silt to silty clay UNDFND UNDFD 7 8 UNDF 3.92 12.86 13.09 0.35 2.67 0.79 clayey silt to silty clay UNDFND UNDFD 6 7 UNDF 4.22 13.85 17.04 0.57 3.34 0.B3 silty clay to clay IINDFND UNDFD 11 12 UIIDF 4.32 14.17 15.90 0.45 2.83 0.88 clayey silt to silty clay UNDFND UNDFD 8 8 UNDF 4.62 15.16 33.32 1.16 3.47 0.92 clayey silt to silty clay UNDFND UNDFD 16 17 UNDF 4.72 15.49 46.45 1.53 3.29 0.96 clayey silt to silty clay UNDFND UNDFD 22 23 UNDF 5.02 16.47 55.85 0.95 1.70 1.00 silty sand to sandy silt 40-50 38-40 18 18 .27x 5.12 16.80 58.40 0.99 1.70 1.04 silty sand to sandy silt 50-60 38-40 19 19 .28x 5.42 17.78 60.14 0.88 1.46 1.08 silty sand to sandy silt 50-60 38-40 19 19 .28x 5.52 18.11 24.86 0.76 3.06 1.12 clayey silt to silty clay UNDFND UNDFD 12 11 UNDF 5.82 19.09 55.72 0.82 1.47 1.16 silty sand to sandy silt 40-50 36-38 18 17 .26x 5.92 19.42 57.72 1.28 2.22 1.20 sandy silt to clayey silt UNDFND UNDFD 22 20 UNDF 6.22 20.41 35.19 0.96 2.74 1.24 sandy silt to clayey silt UNDFND UNDFD 13 12 UNDF 6.32 20.73 70.04 1.09 1.56 1.29 silty sand to sandy silt 50-60 38-40 22 20 .30x 6.62 21.72 24.08 0.75 3.13 1.33 clayey silt to silty clay UNDFND UNDFD 12 10 UNDF 6.72 22.05 63.71 1.33 2.09 1.37 silty sand to sandy silt 40-50 36-38 20 18 .27x 7.02 23.03 74.09 1.58 2.13 1.41 silty sand to sandy silt 50-60 36-38 24 20 .30x 7.12 23.36 16.49 0.76 4.61 1.45 clay UNDFND UNDFD 16 13 UNDF 7.42 24.34 13.27 0.15 1.16 1.49 sandy silt to clayey silt UNDFND UNDFD 5 4 UNDF 7.52 24.67 15.77 0.38 2.41 1.53 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF I I I I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 II x - Seed's correction of 7.5 blows/foot has been applied to N1 IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRl (v 3.04) IIII I I \1\...... - ------------- I Sc::hca~~~r- Dix~..... A~~~c::icat~~ I Engineer SDA On Site Lac: CPT-9 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc (avgl Fs (avgl RI (avg) SI6V' SDIL 8EHAVIDUR TYPE Eq-Dr PHI SPT SPT CSR (Ieters) (feet) (tsl) (tsll m Itsl) (Xl deg. N Nl ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.66 28.14 1.08 3.83 1.57 silty clay to clay UNDfND UNDFD 18 14 UNDF 7.92 25.98 50.62 2.34 4.62 1.61 silty clay to clay UNDFND UMDFD 32 26 UNDF 8.22 26.97 131.64 2.87 2.18 1.64 silty sand to sandy silt 60-70 40-42 42 33 >0.5 8.32 27.30 159.97 3.33 2.08 1.66 silty sand to sandy silt 70-80 40-42 >50 40 >0.5 I 8.62 28.2S 161.64 2.46 1.52 1.68 sand to silty sand 70-80 40-42 39 30 .33x 8.72 28.61 100.21 2.28 2.28 1.70 silty sand to sandy silt 50-60 38-40 32 25 .38x 9.02 29.59 83.11 1.04 1.25 1.72 sand to silty sand 50-60 36-38 20 15 .16 I 9.12 29.92 21.42 0.04 0.19 1.74 silty sand to sandy silt (40 (30 7 5 .13x 9.43 30.94 84.17 1.32 1.56 1.77 silty sand to sandy silt 50-60 36-38 27 20 .30x 9.53 31.27 133.92 1.95 1.46 1.79 sand to silty sand 60-70 38-40 32 24 .26 9.83 32.25 128.15 0.82 0.64 1.81 sand 60-70 38-40 25 18 .19 I 9.93 32.58 122.66 1.31 1.07 1.83 sand to silty sand 60-70 38-40 29 22 .23 10.23 )\3.56 130.65 1.63 1.25 1.85 sand to silty sand 60-70 38-40 31 23 .24 10.33 33.89 155.08 0.45 0.29 1.87 sand 70-80 40-42 30 22 .23 I 10.63 34.88 218.70 0.94 0.43 1.89 sand 70-80 40-42 42 31 .35 10.73 35.20 239.66 1.56 0.65 1.91 sand 80-90 40-42 46 34 .41 11.03 36.19 204.31 0.99 0.48 1.93 sand 70-80 40-42 39 29 .31 I 11.13 36.52 291.17 0.83 0.29 1.95 gravelly sand to sand 80-90 42-44 46 34 .41 11.43 37.50 273.34 0.86 0.31 1.97 gravelly sand to sand 80-90 42-44 44 31 .36 11.53 37.83 245.14 0.89 0.36 1.99 sand 80-90 40-42 47 34 .41 11.83 38.81 191.31 1.50 0.78 2.01 sand 70-80 40-42 37 26 .28 I 11.93 39.14 204.81 1.23 0.60 2.03 sand 70-80 40-42 39 28 .30 12.23 40.12 151.48 1.62 1.07 2.05 sand to silty sand 60-70 38-40 36 26 .27 12.33 40.45 82.62 0.80 0.97 2.07 sand to silty sand 50-60 36-38 20 14 .14 I 12.63 41.44 51.42 0.87 1.70 2.09 silty sand to sandy silt (40 32-34 16 II .20x 12.73 41.77 65.20 1.18 1.81 2.12 silty sand to sandy silt 40-50 34-36 21 14 .23x 13.03 42.75 163.09 1.48 0.91 2.14 sand 60-70 38-40 31 22 .23 I 13.13 43.08 130.56 1.18 0.90 2.16 sand to silty sand 60-70 38-40 31 22 .23 13.43 44.06 25.06 0.49 1.97 2.18 sandy silt to clayey silt UNDFND UNDFD 10 7 UNDF 13.53 44.39 11.99 0.21 1.75 2.20 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF 13.83 45.37 12.27 0.21 1.71 2.22 clayey silt to silty clay UNDFND UNDFD 6 4 UMDF I 13.93 45.70 13.05 0.22 1.69 2.24 clayey silt to silty clay UNDFND UMDFD 6 4 UMDF 14.23 46.69 11.25 0.20 1.78 2.26 clayey silt to silty clay UMDfND UNDfD 5 4 UNDF 14.33 47.01 12.16 0.25 2.06 2.28 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF I 14.63 48.00 12.74 0.25 1.99 2.30 clayey silt to silty clay UNDFND UMDFD 6 4 UNDF 14.73 48.33 22.74 0.78 3.43 2.32 clayey silt to silty clay UNDFMD UNDFD II 7 UMDF 15.03 49.31 73.74 1.49 2.03 2.34 silty sand to sandy silt 40-50 34-36 24 16 .24x I 15.13 49.64 72.17 1.64 2.27 2.36 sandy silt to clayey silt UNDFND UNDFD 28 18 UNDF 15.43 50.62 29.95 1.03 3.43 2.38 clayey silt to silty clay UNDFND UMDFD 14 9 UNDF 15.53 50.95 20.70 0.30 1.45 2.40 sandy silt to clayey silt UMDFMD UMDFD 8 5 UMDF 15.83 51.94 23.60 0.54 2.30 2.42 sandy silt to clayey silt UNDFND UNDFD 9 6 UNDF I 15.93 52.26 16.02 0.39 2.43 2.44 clayey silt to silty clay UMDFHD UMDFD 8 5 UNDF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - ":7.5 x - Seed's correction 01 7.5 blowsjloot has been applied to Nl II .... Note: For interpretation purposes the PLDTTED CPT PROFILE should be used with the TABULATED OUTPUT IrOl CPTINTRl (v 3.04) UU I \bfb I I Engineer S~h__+_r Dix~n A~~~~i_t_~ SDA On Site Lac: CPT-9 Page No. 3 -----------------------------------------------------------------------------------------------------------------.----------------- 111 _~~~~~;!:::~~~~~~___::~~;~!~____::~;~!~____::~~~::~_____!~;~~_________:::~_:::::::::_::::_______::~~~::___~;;~____:;:___;~:___::: I I I I I 111 16.23 16.33 16.63 16.73 17.03 17.13 17.43 17.53 17.83 17.93 18.23 18.33 18.63 18.73 19.03 19.13 53.25 53.58 54.50 54.89 55.87 56.20 57.19 57.51 58.50 58.83 5Ul 60.14 61.12 61.45 62.43 62.76 21.49 15.51 16.25 18.15 18.59 lB.66 49.17 39.06 55.33 126.06 60.00 94.65 158.84 169.19 120.36 0.00 0.75 0.32 0.25 0.59 0.48 0.20 1.07 1.10 1.15 1.56 1.37 2.08 2.23 2.53 -8.20 -13.93 3.50 2.06 1.52 3.25 2.56 1.07 2.17 2.82 2.08 1.24 2.29 2.20 1.40 1.50 -6.82 0.00 2.46 2.48 2.51 2.53 2.55 2.57 2.59 2.61 2.63 2.65 2.67 2.69 2.71 2.73 2.75 2.77 clayey silt to silty clay clayey silt to silty clay sandy silt to clayey silt clayey silt to silty clay clayey silt to silty clay sandy silt to clayey silt sandy silt to clayey silt sandy silt to clayey silt sandy silt to clayey silt sand to silty sand sandy silt to clayey silt si!ty sand to sandy sil t sand to silty sand sand to silty sand undefined undefined UIIDFND UNDFMD UMDfND UMDFIID UIIDfND UNDFND UllDfND UNDFND UIIDFND 50-60 UNDFND 50-60 60-70 60-70 UNDFND UNDFND UIIDfD UNDFD UNDFD UIIDFD UNDFD UNDfD UNDFD UMDFD UNDFD 36-38 UIIDFD 34-36 38-40 38-40 UNDFD UNDFD 10 7 UNDF 7 5 UNDF 6 4 UIIDf 9 6 UNDF 9 6 UNDF 7 5 UNDF 19 12 UNDF 15 9 UNDF 21 13 UNDF 30 19 .20 23 14 UNDF 30 19 .28x 38 23 .25 41 25 .26 UDF UDF UNDF UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJaliolkoNski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction of 7.5 bloNs/foot has been applied to NI lit .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Nith the TABULATED OUTPUT frOl CPTINTRl (v 3.04) IIII I I I I I I I I I \o.,~ I I Sc::hal.~-F~r- Dixc:>>ra A5i5ic:>>c::ial.t~5i Engineer SDA CPT Date : 12-21-88 On Site Loe: CPT-10 Cone Used : I Job No. 9R4332C Water table (meters) : 7.88 III -------::-~::~---~~~-:--~:-:--~-~~~-:--~---~~~-~::~--------------------------------------------------------------------------- DEPTH Dc (avg) Fs (avg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) Ifeet) (tsf) ltsf) m (tsf) m deg. N NI II -----~:;;-----~:;;-----;;:;;--------~:~;--------;:;~--------~:~---~~~;;-~~~-;~-~~~~;-~~~;--------;;~------;;;----;;---;;~---;~:; 0.33 1.08 91.04 2.45 2.69 0.06 sandy silt to clayey silt UIIDFND UNDFD 35 }50 UNDF 0.63 2.07 74.02 2.27 3.07 0.10 sandy silt to clayey silt UNDFIlD UNDFD 28 )50 UNDF 0.73 2.40 63.11 1.73 2.74 0.14 sandy silt to clayey silt UNDFND UNDFD 24 }50 UNDF 1.03 3.38 49.29 1.17 2.37 0.18 sandy silt to clayey silt UNDFND UNDFD 19 45 UNDF 1.13 3.71 38.08 0.97 2.55 0.22 sandy silt to clayey silt UNDFND UNDFD 15 31 UNDF 1.43 4.69 55.21 1.61 2.92 0.26 sandy silt to clayey silt UIIDFND UNDFD 21 42 UNDF 1.53 5.02 54.10 1.34 2.48 0.30 sandy silt to clayey silt UNDFND UNDFD 21 38 UNDF 1.83 6.00 47.74 1.21 2.53 0.34 sandy silt to clayey silt UNDFIlD UNDFD 18 32 UNDF 1.93 6.33 33.62 1.08 3.21 0.39 clayey silt to silty clay UNDFIlD UNDFD 16 26 UNDF 2.23 7.32 21.28 0.85 3.98 0.43 silty clay to clay UllDfND UNDFD 14 21 UNDF 2.33 7.64 15.22 0.62 4.07 0.47 clay UNDFND UNDFD 15 22 UNDF 2.62 8.60 22.85 0.84 3.68 0.51 silty clay to clay UNDFND UNDFD 15 21 UNDF 2.72 8.92 26.22 1.05 4.00 0.55 silty clay to clay UIIDFND UIIDFD 17 23 UNDF 3.02 9.91 31.72 0.90 2.85 0.59 clayey silt to silty clay UNDFND UNDFD 15 20 UNDF 3.12 10.24 31.32 1.00 3.19 0.63 clayey silt to silty clay UIlDFND UNDFD 15 19 UNDF 3.42 11.22 31.32 0.85 2.71 0.67 sandy silt to clayey silt UllDfND UIlDfD 12 15 UNDF 3.52 11.55 23.29 0.74 3.18 0.71 clayey silt to silty clay UIlDFIID llNDFD 11 13 UNDF 3.82 12.53 11.09 0.31 2.79 0.75 silty clay to clay UIIDFND UNDFD 7 8 UNDF 3.92 12.81> 9.05 0.18 1.99 0.79 clayey silt to silty clay UNDFND UNDFD 4 5 UNDF 4.22 13.85 9.33 0.24 2.57 0.83 silty clay to clay UIlDfND UNDFD 6 7 UNDF 4.32 14.17 16.66 0.65 3.90 0.88 silty clay to clay UNDFND UNDFD 11 12 UNDF 4.62 15.16 23.85 0.74 3.12 0.92 clayey silt to silty clay UNDFND UNDFD 11 12 UNDF 4.72 15.49 57.42 1.28 2.23 0.96 sandy silt to clayey silt UNDFND UNDFD 22 23 UNDF 5.02 16.47 92.54 1.25 1.35 1.00 sand to silty sand 60-70 40-42 22 22 .23 5.12 16.80 113.90 1.47 1.29 1.04 sand to silty sand 60-70 40-42 27 27 .29 5.42 17.78 125.35 1.77 1.41 1.08 sand to silty sand 70-80 40-42 30 29 .32 5.52 18.11 130.90 1.61 1.23 1.12 sand to silty sand 70-80 40-42 31 30 .33 5.82 19.09 137.22 1.40 1.02 1.16 sand to silty sand 70-80 40-42 33 31 .35 5.92 19.42 131.41 1.03 0.78 1.20 sand to silty sand 70-80 40-42 31 29 .32 6.22 20.4\ 134.71 1.20 0.89 \.24 sand to silty sand 70-80 40-42 32 29 .32 6.32 20.73 159.76 1.31 0.82 1.29 sand 70-80 40-42 31 27 .29 6.62 2\.72 163.60 1.14 0.69 1.33 sand 70-80 40-42 31 28 .30 6.72 22.05 166.64 1.\6 0.70 1.37 sand 70-80 40-42 32 28 .30 7.02 23.03 112.24 0,70 0.62 1.41 sand to silty sand 60-70 40-42 27 23 .24 7.12 23.36 150.75 0.89 0.59 1.45 sand 70-80 40-42 29 24 .26 7.42 24.34 153.\9 1.14 0.74 \.49 sand 70-SO 40-42 2'1 24 .26 7.52 24.67 156.10 1.31 0.84 1.53 sand 70-80 40-42 30 24 .26 I I I I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Caapanella 1983 CSR: Seed et ai. 1983 - "=7.5 I x - Seed's correction of 7.5 blows/foot has been applied to Nl IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TA8ULATED DUTPUT frol CPTINTRI I I (v 3.04) 1111 \p I Sc:haleo4'eor"" DixC3n A5i5iC3c:ialteo5i I Engineer SDA On Site Loe: CPT-1O Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avgl Fs (avgl Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (feet) (tsf) Itsf) m (ts!) m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.M 141..4 0.82 0.58 1.57 sand 70-80 40-42 27 22 .23 7.92 25.98 126.8. 0..4 0.50 1.01 sand .0-70 38-40 24 19 .20 8.22 2..97 139.49 0.78 0.5. 1.04 sand .0-70 40-42 27 21 .22 8.32 27.30 1.0.52 0..2 0.39 I... sand 70-80 40-42 31 24 .2. . 8.02 28.28 150.72 0.52 0.35 1.68 sand 70-80 40-42 29 23 .24 8.72 28.61 12..27 0.94 0.74 1.70 sand to silty sand .0-70 38-40 30 23 .25 9.02 29.59 80.51 I... 2.0. 1.72 silty sand to sandy silt 50-60 3.-38 2. 20 .29x I 9.12 29.92 1.4.43 1.4. 0.89 1.74 sand 70-80 40-42 32 24 .2. 9.43 30.94 206.78 3.15 1.52 1.70 sand to silty sand 70-80 40-42 50 38 lO.5 9.53 31.27 231.37 4.02 1.74 1.78 sand to silty sand 80-90 42-44 l50 42 )0.5 9.83 32.25 148.08 2.2. 1.52 1.80 sand to silty sand 60-70 40-42 3. 27 .29 . 9.93 32.58 51.00 1.40 2.75 1.82 sandy silt to clayey silt UNDFND UNDFD 20 15 UNDF 10.23 33.5. 58.09 1.33 2.2. 1.84 sandy silt to clayey silt UNDFND UNDFD 22 17 UNDF 10.33 33.89 38.63 1.19 3.08 1.8. clayey silt to silty clay UNDFND UNDFD 19 14 UNDF I 10..3 34.88 47.01 0.51 1.08 1.88 silty sand to sandy silt (40 32-34 15 II .19x 10.73 35.20 23.84 0.55 2.31 1.90 sandy silt to clayey silt UNDFND UNDFD 9 7 UNDF ll.03 3..19 102.27 I. 70 1..7 1.92 silty sand to sandy silt 50-00 3.-38 33 24 .3.x I 11.13 3..52 42.71 1.70 3.98 1.94 clayey silt to silty clay UNDFND UNDFD 20 15 UNDF ll.43 37.50 154.90 0.77 0.50 1.96 sand 60-70 38-40 30 21 .22 11.53 37.83 258.83 0.82 0.32 1.98 gravelly sand to sand 80-90 42-44 41 30 .33 11.83 38.81 290.53 1.40 0.48 2.01 gravelly sand to sand 80-90 42-44 46 33 .40 I ll.93 39.14 315.27 1.33 0.42 2.03 gravelly sand to sand 80-90 42-44 l50 3. lO.5 12.23 40.12 342.37 1.61 0.47 2.05 gravelly sand to sand 190 42-44 l50 39 lO.5 12.33 40.45 2.5.54 0.75 0.28 2.07 gravelly sand to sand 80-90 42-44 42 30 .33 I 12..3 41.44 276.01 0..0 0.22 2.09 gravelly sand to sand 80-90 42-44 44 31 .35 12.73 41.77 299.37 0.44 0.15 2.11 gravelly sand to sand 80-90 42-44 48 33 .40 13.03 42.75 276.24 0.44 0.1. 2.13 gravelly sand to sand 80-90 42-44 44 31 .34 I 13.13 43.08 24..03 0.35 0.14 2.15 gravelly sand to sand 80-90 40-42 39 27 .29 13.43 44.0. 282.74 1.07 0.38 2.17 gravelly sand to sand 80-90 42-44 45 31 .35 13.53 44.39 80.79 1.4. 1.81 2.19 silty sand to sandy silt 40-50 3.-38 2. 18 .27x 13.83 45.37 28.17 0.23 0.82 2.21 silty sand to sandy silt (40 (30 9 . .14x I 13.93 45.70 21.29 0.28 1.32 2.23 sandy silt to clayey silt UNDFND UNDFD 8 . UNDF 14.23 4...9 19.54 0.34 1.72 2.25 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF 14.33 47.01 17.98 0.44 2.45 2.27 clayey silt to silty clay UNDFND UNDFD 9 . UNDF I 14.63 48.00 20.39 0.48 2.34 2.29 clayey silt to silty clay UNDFND UNDFD 10 7 UNDF 14.73 48.33 22.02 0.48 2.18 2.31 sandy silt to clayey silt UNDFND UNDFD 8 . UNDF 15.03 49.31 28.05 0.84 2.99 2.33 clayey silt to silty clay UNDFND UNDFD 13 9 UNDF I 15.13 49.64 25.71 1.15 4.47 2.35 clay UNDFND UNDFD 25 1. UNDF 15.43 50..2 202.31 4.01 1.98 2.37 sand to silty sand 70-80 40-42 48 32 .37 15.53 50.95 302.98 4.74 1.5. 2.40 sand to silty sand 80-90 42-44 l50 47 lO.5 -----------------------------------------------------------------------------------~~----~~--------------~~------------------~----- I Dr - All sands IJaliolkoNSki et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 III x - Seed's correction of 7.5 blows/foot has been applied to NI llll Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRI (v 3.041 Illl I I \7;\ I I Sc::ha.~-f=~r- Dix~ra A!S!S~c:ia.t~!S Engineer SDA CPT Date : 12-21-88 On Site Loc: CPT-II Cone Used : I Job No. 9R4332C Water table (meters) : 7.88 III -------~-~-~~---~~~-=--~=-:--:-~~?-~--:---~::::-!:~-~--------------------------------------------------------------------------- DEPTH Dc lavgl Fs lavgl Rf lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ietersl Ifeet) (tsf) Itsf) (%) Itsf) III deg. N NI 11----------------------------------------------------------------------------------------------------------------------------------- 0.23 0.75 26.70 0.21 0.77 0.02 sil ty sand to sandy silt 80-90 )48 9 >50 >0.5 0.33 1.08 30.35 0.37 1.22 0.06 sandy silt to clayey silt UNOFNO UNOFO 12 49 UNOF 0.63 2.07 55.08 1.14 2.07 0.10 sandy silt to clayey silt UNOFNO UNOFD 21 )50 UNOF 0.73 2.40 58.18 0.94 1.62 0.14 silty sand to sandy silt 70-80 46-48 19 )50 )0.5 1.03 3.38 63.98 0.99 1.55 0.18 silty sand to sandy silt 70-80 46-48 20 49 )0.5 1.13 3.71 58.27 1.27 2.18 0.22 sandy silt to clayey silt UIIOFND UNOFO 22 48 UNOF 1.43 4.69 66.8-4 1.69 2.53 0.26 sandy silt to clayey silt UNOFND UNOFD 26 )50 UNOF 1.53 5.02 71.15 1.86 2.61 0.30 sandy silt to clayey silt UIIDAlD UIIOFD 27 )50 UNDF 1.83 6.00 69.91 2.09 2.99 0.34 sandy silt to clayey silt UNDFND UIIDFD 27 46 UNDF 1.93 6.33 57.16 1.58 2.76 0.39 sandy silt to clayey silt UNDAlD UNDFD 22 36 UNOF 2.23 7.32 55.39 1.39 2.51 0.43 sandy silt to clayey silt UNOFND UNDFD 21 33 UNOF 2.33 7.64 52.45 1.16 2.21 0.47 sandy silt to clayey silt UNOFND UNOFO 20 30 UNDF 2.62 9.60 65.10 1.37 2.10 0.51 silty sand to sandy silt 60-70 42-44 21 30 )0.5 2.72 8.92 69.74 1.25 1.79 0.55 silty sand to sandy silt 60-70 42-44 22 30 >0.5 3.02 9.91 76.70 1.09 1.42 0.59 silty sand to sandy silt 60-70 42-44 24 32 >0.5 3.12 10.24 99.59 1.23 1.37 0.63 silty sand to sandy silt 70-80 42-44 29 36 )0.5 3.42 11.22 107.31 1.29 1.20 0.67 sand to silty sand 70-80 42-44 26 32 .37x 3.52 11.55 127.03 1.39 1.09 0.71 sand to silty sand 70-80 42-44 30 36 >0.5 3.82 12.53 107.50 1.11 1.04 0.75 sand to silty sand 70-80 42-44 26 30 .33 3.92 12.86 82.96 1.03 1.24 0.79 sand to silty sand 60-70 40-42 20 23 .24 4.22 13.85 71.08 0.15 1.06 0.83 sand to silty sand 50-60 40-42 17 19 .20 4.32 14.17 20.70 0.63 3.04 0.89 clayey silt to silty clay UNDFND UIIDFD 10 11 UNOF 4.62 15.16 35.96 1.03 2.86 0.92 sandy silt to clayey silt UNOFMO UNDFD 14 15 UNOF 4.72 15.49 29.45 0.62 2.11 0.96 sandy silt to clayey silt UNOFND UNDFD 11 12 UNDF 5.02 16.47 39.41 0.65 1.66 1.00 sandy silt to clayey silt UNDFND UNDFD 15 15 UNDF 5.12 16.80 17.55 0.62 3.53 1.04 silty clay to clay UNDFND UNDFO 11 11 UNOF 5.42 17.78 36.07 1.44 4.00 1.09 silty clay to clay UNDFND UNDFD 23 22 UNOF 5.52 19.11 40.29 1.54 3.92 1.12 clayey silt to silty clay UNOFND UNOFD 19 18 UNDF 5.82 19.09 33.48 0.80 2.38 1.16 sandy silt to clayey silt UNOFND UNDFD 13 12 UNOF 5.92 19.42 29.88 1.03 3.45 1.20 clayey silt to silty clay UNOFNO UNOFO 14 13 UNOF 6.22 20.41 51.26 0.94 1.84 1.24 silty sand to sandy silt 40-50 36-38 16 15 .23. 6.32 20.73 43.99 1.29 2.93 1.29 sandy silt to clayey silt UNOFNO UNOFO 17 IS UNOF 6.62 21.72 16.80 0.56 3.31 1.33 silty clay to clay UNDFND UNOFD II 9 UNOF 6.72 22.05 47.39 1.45 3.06 1.37 sandy silt to clayey silt UNOFNO UNOFO 18 16 UNOF 7.02 23.03 50.89 1.53 3.01 1.41 sandy silt to clayey silt UNDFNO UNOFO 19 17 UNOF 7.12 23.36 24.57 0.47 1.91 1.45 sandy silt to clayey silt UNOFNO UNOFO 9 9 UNOF 7.42 24.34 30.68 0.95 3.11 1.49 clayey silt to silty clay UNOFHO UNOFO 15 12 UNOF 7.52 24.67 53.42 2.67 5.00 1.53 silty clay to clay UNOFNO UNOFO 34 28 UNOF I III I I III I III I I I I I Dr - All sands IJaliolkolski et al. 1985) PHI - Robertson and Calpanella 1993 CSR: Seed et al. 1983 - "=7.5 III x - Seed's correction of 7.5 blOIs/foot has been applied to Nl IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used lith the TABULATED OUTPUT Irol CPTINTRl (v 3.04) IIII I I ~ I Sch.a._+_r- DixC)n A~~C)ci.a.t_5i I Engineer SDA On Site Lac: CPT-Il F'age No. ,., ~ ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc lavg) Fs (avg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR (Ieters) (feetl Itsfl (tsf) !Xl (tsf) !Xl deg. N Nl ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.66 90.56 2.15 2.37 1.57 silty sand to sandy silt 50-60 38-40 29 23 .35x 7.92 25.98 100.81 1.76 1.75 1.61 silty sand to sandy silt 60-70 38-40 32 26 .40x 8.22 26.97 41.38 0.73 1.76 1.64 sandy silt to clayey silt UNDFND UNDFD 16 13 UNDF B.32 27.30 13.BI 0.07 0.51 1.66 sandy silt to clayey silt UNDFND UNDFD 5 4 UNDF I B.62 2B.2B 27.4B 0.72 2.61 1.6B clayey silt to silty clay UNDFND UNDFD 13 10 UNDF B.72 28.61 43.14 1.52 3.52 1.70 clayey silt to silty clay UNDFND UNDFD 21 16 UNDF 9.02 29.59 33.17 1.36 4.11 1. 72 silty clay to clay UNDFND UNDFD 21 16 UNDF I 9.12 29.92 3D.56 I.B6 6.09 1.74 clay UNDFND UNDFD 29 22 UNDF 9.43 30.94 53.14 I.Bl 3.41 1.76 clayey silt to silty clay UNDFND UNDFD 25 19 UNDF 9.53 31.27 35.06 0.37 1.06 1.7B silty sand to sandy silt (40 30-32 11 B .17x 9.83 32.25 13.21 0.37 2.B3 1.80 silty clay to clay UNDFND UNDFD B 6 UNDF I 9.93 32.5B 13.86 0.43 3.10 I.B2 silty clay to clay UNDFND UNDFD 9 7 UNDF 10.23 33.56 2B.63 0.44 1.55 I.B4 sandy silt to clayey silt UNDFND UNDFD 11 B UNDF 10.33 33.B9 44.8B 1.52 3.39 I.B6 clayey silt to silty clay UNDFND UNDFD 21 16 UNDF I 10.63 34.BB 56.B5 1.83 3.22 1.8B sandy silt to clayey silt UNDFND UNDFD 22 16 UNDF 10.73 35.20 139.02 2.41 1.73 1.90 sand to silty sand 60-70 38-40 33 24 .26 11.03 36.19 3B.53 0.99 2.5B 1.92 sandy silt to clayey silt UNDFND UNDFD 15 11 UNDF I 11.13 36.52 13.13 0.24 I.B3 1.94 clayey silt to silty clay UNDFND UNDFD 6 5 UNDF 11.43 37.50 16.94 0.51 3.03 1.96 clayey silt to silty clay UNDFND UNDFD B 6 UNDF 11.53 37.83 42.67 0.77 I.BO 1.9B sandy silt to clayey silt UNDFND UNDFD 16 12 UNDF II.B3 3B.81 38.99 1.28 3.2B 2.01 clayey silt to silty clay UNDFND UNDFD 19 13 UNDF I 11.93 39.14 B6.02 1.83 2.13 2.03 silty sand to sandy silt 50-60 36- 3B 27 20 .29x 12.23 40.12 55.19 1.54 2.BO 2.05 sandy silt to clayey silt UNDFND UNDFD 21 15 UNDF 12.33 40.45 47.22 1.99 4.21 2.07 clayey silt to silty clay UNDFND UNDFD 23 16 UNDF I 12.63 41.44 31.86 1.39 4.36 2.09 silty clay to clay UNDFND UNDFD 20 14 UNDF 12.73 41.77 26.1B 0.B6 3.2B 2.11 clayey silt to silty clay UNDFND UNDFD 13 9 UNDF 13.03 42.75 34.04 1. 70 4.9B 2.13 clay UNDFND UNDFD 33 23 UNDF I 13.13 43.0B 19.13 0.52 2.72 2.15 clayey silt to silty clay UNDFND UNDFD 9 /, UNDF 13.43 44.06 14.78 0.31 2.07 2.17 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 13.53 44.39 13.94 0.26 I.B7 2.19 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 13.B3 45.37 14.99 0.29 1.93 2.21 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF I 13.93 45.70 14.62 0.32 2.19 2.23 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 14.23 46.69 14.21 0.26 I.BI 2.25 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 14.33 47.01 17.42 0.32 I.B4 2.27 clayey silt to silty clay UNDFND UNDFD B 6 UNDF I 14.63 4B.00 23.63 0.71 3.00 2.29 clayey silt to silty clay UNDFND UNDFD 11 B UNDF 14.73 4B.33 16.02 0.26 1.62 2.31 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF 15.03 49.31 22.60 0.6B 3.01 2.33 clayey silt to silty clay UNDFND UNDFD 11 7 UNDF 15.13 49.64 34.94 1.00 2.B6 2.35 sandy silt to clayey silt UNDFND UNDFD 13 9 UNDF I 15.43 50.62 21.71 0.60 2.76 2.37 clayey silt to silty clay UNDFND UNDFD 10 7 UNDF 15.53 50.95 14.75 0.27 I.B3 2.40 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 15.B3 51.94 14.51 0.23 1.59 2.42 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF I 15.93 52.26 16.62 0.16 0.96 2.44 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF ---------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (JaliolkoNski et al. 19B5) PHI - Robertson and Calpanella 19B3 CSR: Seed et al. 19B3 - "=7.5 x - Seed's correction of 7.5 bloNsffoot has been applied to Nl 11I1111 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Nith the TA8ULATED OUTPUT frol CPTINTRl (v 3.04) 11I1 I \~?J I I Engineer Sch~_~_r Dix~n A~~~ci~t_~ SDA On Site Lac: CPT-II Page No.3 ----------------------------------------------------------------------------------------------------------------------------------- III DEPTH Qt (avg) Fs (avgl loehrsl lleetl ltsl) (tsl) RI (avg) II) SI6V' ltsl) SDIL 8EHAVIOUR TYPE Eq - Or PHI SPT SPT CSR m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 16.23 53.25 56.91 1.02 1.79 2.46 silty sand to sandy silt (40 32-34 18 12 .20, 16.33 53.58 117.64 1.77 1.50 2.48 sand to silty sand 50-60 36-38 28 18 .19 16.63 54.56 93.30 2.25 2.41 2.50 silty sand to sandy silt 50-60 36-38 30 19 .29, 16.73 54.89 42.50 1.80 4.24 2.52 silty tlay to day UNDFND UNOFD 27 17 UNOF 11I----------------------------------------------------------------------------------------------------------------------------------- Or - All sands (Jaoiolkooski et al. 19851 PHI - Robertson and Caopanella 1983 CSR: Seed et al. 1983 - "=7.5 III ' - Seed's correttion 01 7.5 bloosfloot has been applied to NI 111 IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TA8ULATEO OUTPUT Iroo CPTINTRI Iv 3.041 Inl III I I III I I 111 I I I I III \{:/,.. I I Sc:h.a~-f'~r- Dixc:::tn A5i5ic:::tc:i.a-t:.~5i Engineer SDA CPT Date : 12-21-88 On Site Lac: CPT-12 Cone Used : I Job No, 9R4332C Water table (meters) : 8.23 III-------~-~-~:_--~~:_=--~:_:__:_~~~-~-_:_--~::~_!:~-~--------------------------------------------------------------------------- DEPTH Qc lavg) Fs (avg) Rf lavg) SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI- SPT SPT CSR II-~~~~~~;;---~:~:;;-----~;~~;-------~~~~;-------~~~;;------~~~~~;_-----------~~;~;~~~;-------------~;~;;~---~;;;~---~~;---~~;---~;~~ 0.33 1.08 58.69 0.48 0.82 0.06 sand to silty sand )90 >48 14 }50 }0.5 0.63 2.07 77.55 2.30 2.97 0.10 sandy silt to clayey silt UNDFND UNDFD 30 }50 UNDF 0.73 2.40 60.69 1.99 3.28 0.14 sandy silt to clayey silt UNDFND UNDFD 23 )50 UNDF 1.03 3.38 66.57 2.67 4.01 0.18 clayey silt to silty clay UNDFND UNDfD 32 )50 UNDF 1.13 3.71 58.57 2.71 4.63 0.22 silty clay to clay UNDFND UNDFD 37 )50 UNDF 1.43 4.69 53.01 1.84 3.47 0.26 clayey silt to silty clay UNDFND UNDfD 25 )50 UNDF 1.53 5.02 33.15 1.43 4.31 0.30 silty clay to clay UNDFND UNDfD 21 39 UNDF 1.83 6.00 2B.52 1.13 3.95 0.34 silty clay to clay UNDFND UNDfD 18 31 UNDF 1.93 6.33 21.76 0.87 4.00 0.39 silty clay to clay UNDFND UNDFD 14 23 UNDF 2.23 7.32 14.13 0.49 3.49 0.43 silty clay to clay UNDFND UNDFD 9 14 UNDF 2.33 7.64 14.62 0.51 3.49 0.47 silty clay to clay UNDFND UNDFD 9 14 UNDF 2.62 8.60 17.91 0.60 3.37 0.51 clayey silt to silty clay UNDFND UNDFD 9 12 UNDF 2.72 8.92 13.86 0.38 2.74 0.55 clayey silt to silty clay UNDFND UNDFD 7 9 UNDF 3.02 9.91 12.65 0.28 2.24 0.59 clayey silt to silty clay UNDfND UNDFD 6 8 UNDF 3.12 10.24 14.71 0.40 2.72 0.63 clayey silt to silty clay UNDFND UNDFD 7 9 UNDF 3.42 11.22 10.54 0.30 2.81 0.67 silty clay to clay UNDFND UNDFD 7 8 UNDF 3.52 11.55 8.93 0.25 2.80 0.71 silty clay to clay UNDFND UNDfD 6 7 UNDF 3.82 12.53 18.60 0.55 2.96 0.75 clayey silt to silty clay UNDfND UNDfD 9 10 UNDF 3.92 12.86 33.66 0.65 1.93 0.79 sandy silt to clayey silt URDFND UNDFD 13 15 UNDF 4.22 13.85 34.82 0.85 2.43 0.83 sandy silt to clayey silt UNDFND UNDFD 13 15 UNDF 4.32 14.17 46.03 0.51 1.11 0.88 silty sand to sandy silt 40-50 36-38 15 16 .25x 4.62 15.16 36.56 0.69 1.88 0.92 sandy silt to clayey silt UNDFND UNDFD 14 15 UNDF 4.72 15.49 10.54 0.19 1.80 0.96 clayey silt to silty clay UNDFND UNDFD 5 5 UNDF 5.02 16.47 11.65 0.13 1.09 1.00 clayey silt to silty clay UNDfND UNDFD 6 6 UNDF 5.12 16.80 12.84 0.16 1.25 1.04 sandy silt to clayey silt UNDFND UNDFD 5 5 UNDF 5.42 17.78 17.11 0.59 3.45 1.08 silty clay to clay UNDFND UNDFD 11 11 UNDf 5.52 18.11 15.98 0.70 4.38 1.12 clay UNDFND UNDFD 15 15 UNDF 5.82 19.09 17.98 0.71 3.93 1.16 silty clay to clay UNDFND UNDfD 11 11 UNDF 5.92 19.42 22.74 1.09 4.79 1.20 clay UNDFND UNDFD 22 20 UNDF 6.22 20.41 22.88 1.14 4.97 1.24 clay UNDFND UNDFD 22 20 UNDF 6.32 20.73 27.24 1.29 4.74 1.29 clay UNDFND UNDFD 26 23 UNDF 6.62 21.72 36.76 1.81 4.91 1.33 clay UNDFND UNDFD 35 31 UNDF 6.72 22.05 17.85 0.73 4.09 1.37 silty clay to clay UNDfND UNDFD 11 10 UNDF 7.02 23.03 12.48 0.41 3.26 1.41 silty clay to clay UNDFND UNDfD 8 7 UNDF 7.12 23.36 12.58 0.41 3.26 1.45 silty clay to clay UNDFND UNDFD 8 7 UNDF 7.42 24.34 10.89 0.29 2.63 1.49 silty clay to clay UNDFND UNDfD 7 6 UNDF 7.52 24.67 10.33 0.21 2.03 1.53 clayey silt to silty clay UNDFND UNDFD 5 4 UNDF I I I I I III I I III I I -.----------------------------------------------------------------------------------------------------------------.---------------- I Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 19B3 - "=7.5 II x - Seed's correction of 7.5 blows/foot has been applied to NI .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRI II I !v 3.04) nn \ ,f;~ I I Engineer S~h_~~~~ Dix~~ A__~~i_t~_ SDA On Site Lac: CPT-12 Page No. 2 -----------------------------------------------------------------------------------------------------------------------.----------- I DEPTH (Ieters) (Ieet) Dc lavg) (tsl) Fs lavg) (tsl) RI (avg) m SI6V' ltsl) SOIL 8EHAVlOUR TYPE Eq - Dr PHI m deg. SPT SPT CSR N NI ----------------------------------------------------------------------------------------------------------------------------------- I I I I I I I ,. I I I I 7.82 25.66 11.91 0.32 2.71 1.57 silty clay to clay UNDFND UNDFD 8 6 UNDF 7.92 25.98 13.30 0.41 3.08 1.61 silty clay to clay UNDFND UNDFD 8 7 UNDF 8.22 26.97 68.87 1.53 2.23 1.65 sandy silt to clayey silt UNDFND UNDFD 26 21 UNDF 8.32 27.30 130.01 2.45 1.88 1.69 silty sand to sandy silt 60-70 38-40 42 32 >0.5 8.62 28.28 147.11 2.48 1.69 1.71 sand to silty sand 70-SO 40-42 35 27 .29x 8.72 28.61 157.51 2.08 1.32 1.73 sand to silty sand 70-80 40-42 38 29 .32 9.02 29.59 126.71 2.26 1.78 1.75 silty sand to sandy silt 60-70 38-40 40 31 >0.5 9.12 29.92 68.94 1.74 2.52 1.77 sandy silt to clayey silt UNOFND UNDFD 26 20 UNDF 9.43 30.94 128.88 1.68 1.30 1.79 sand to silty sand 60-70 38-40 31 23 .24 9.53 31.27 227.84 1.59 0.70 1.82 sand 80-90 40-42 44 33 .39 9.83 32.25 258.78 1.22 0.47 1.84 sand 80-90 42-44 50 37 >0.5 9.93 32.58 281.61 1.59 0.56 1.86 sand 80-90 42-44 >50 40 >0.5 10.23 33.56 309.95 1.35 0.43 1.88 gravelly sand to sand >90 42-44 49 37 >0.5 10.33 33.89 244.80 0.65 0.27 1.90 gravelly sand to sand 80-90 42-44 39 29 .31 10.63 34.88 242.03 0.98 0.41 1.92 sand 80-90 42-44 46 34 .42 10.73 35.20 301.28 0.89 0.30 1.94 gravelly sand to sand 80-90 42-44 48 35 .49 11.03 36.19 224.07 0.21 0.10 1.96 gravelly sand to sand 80-90 40-42 36 26 .28 11.13 36.52 301.28 2.72 0.90 1.98 sand 80-90 42-44 >50 42 >0.5 11.43 37.50 206.98 1.17 0.56 2.00 sand 70-80 40-42 40 28 .31 11.53 37.83 233.96 1.27 0.54 2.02 sand 80-90 40-42 45 32 .37 11.83 38.81 161.97 2.11 1.30 2.04 sand to silty sand 70-80 40-42 39 27 .30 11.93 39.14 120.53 1.77 1.47 2.06 sand to silty sand 60-70 38-40 29 20 .21 12.23 40.12 177.01 1.90 1.08 2.08 sand 70-80 40-42 34 24 .25 12.33 40.45 68.09 1.93 2.83 2.10 sandy silt to clayey silt UNDFND UNDFD 26 18 UNDF 12.63 41.44 21.44 0.50 2.32 2.12 clayey silt to silty clay UNDFND UNDFD 10 7 UNDF 12.73 41.77 18.40 0.33 1.79 2.14 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF 13.03 42.75 14.73 0.26 1.74 2.16 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 13.13 43.08 12.07 0.20 1.66 2.18 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF 13.43 44.06 13.05 0.16 1.23 2.21 sandy silt to clayey silt UNDFND UNDFD 5 3 UNDF 13.53 44.39 14.75 0.28 1.90 2.23 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 13.83 45.37 32.89 0.92 2.79 2.25 sandy silt to clayey silt UNDFND UNDFD 13 9 UNDF 13.93 45.70 170.26 2.43 1.43 2.27 sand to silty sand 70-80 38-40 41 27 .30 14,23 46,69 218.97 3.04 1.39 2.29 sand to silty sand 70-1ro 40-42 )50 35 )0.5 14.33 47.01 102.08 2.69 2.62 2.31 sandv silt to clay.y silt UNDFND UNDFD 39 26 UNDF 14.63 48.00 193.43 2.35 1.21 2.33 sand 70-80 40-42 37 25 .26 14.73 48.33 188.83 1.76 0.93 2.35 sand 70-80 40-42 36 24 .25 15.03 49.31 74.09 2.84 3.83 2.37 clayey silt to silty clay UNDFND UNDFD 35 23 UNDF 15.13 49.64 28.94 0.54 1.87 2.39 sandy silt to clayey silt UNDFND UNDFD 11 7 UNDF 15.43 50.62 27.99 0.96 3.42 2.41 clayey silt to silty clay UNDFND UNDFD 13 9 UNDF 15.53 50.95 19.21 0.37 1.93 2.43 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF 15.83 51.94 19.59 0.39 1.99 2.45 sandy silt to clayey silt UNDFND UNDFD 8 5 UNDF III----~::~:_--_:~:~~-----~~:~~--------~::~-------_::~~--------~:~~----~~~~~~-~~~~-~~-~~~~~-~~~~-----~~~~~~---~~~~~-----~-----~---~~~~ . Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction 01 7.5 blows/loot has been applied to NI . IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TA8ULATED OUTPUT Irol CPTINTRl (v 3.04) IIII \ .jfo I I I Engineer- Sch_~~~r Dix~~ A~~~ci_~~~ SDA On Site Lac: CPT-12 Page No.3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc lavgl Fs (avgl RI (avgl SI6V' SOIL BEHAVIOUR TYPE Eq - Or PHI SPT SPT CSR tleters) (Ieet) (tsl) ttsf) m (tsl) IX) deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 16.23 53.25 32.78 1.53 4.66 2.49 silty clay to clay UNDFND UNDFO 21 13 UNOF 16.33 53.58 35.66 1.61 4.51 2.51 silty clay to clay UNDFNO UNDFO 23 15 UNOF 16.63 54.56 62.06 2.90 4.67 2.53 silty clay to clay UNDFND UNDFO 40 25 UNOF 16.73 54.89 95.03 3.79 3.99 2.55 clayey silt to silty clay UNDFND UNDFO 46 29 UNOF 11----------------------------------------------------------------------------------------------------------------------------------- Or - All sands (Jaliolkowski et al. 19B5) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - ~=7.5 III 1111 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED DUTPUT Irol CPTINTRI (v 3.041 1111 I I I I I I I I I I I I I \-5'\ I I Sc:h_~-f'~r- Dixe>n A!S!Se>c:i_t~!S Enginee~ SDA CPT Date : 12-21-88 On Site Loc: CPT-13 Cone Used : I Job No. 9R4332C Wate~ table (mete~s) : 7.77 II _______~_~~~___~~_:__~:.:__~_~~~_~__~___~:::s__~~_~______--------------------------------------------------------------------- DEPTH Qc (avg) Fs (avgl Rf (avgl SI6V' SOIL BEHAVIOUR TYPE Eq - Or PHI SPT SPT CSR (Ieters) (feet) (tsl) (tsl) m (tsl) (1) deg. N NI II -----~~;~-----~~;;-----;~~;~--------~~;;--------;~;;--------~~~;----~~;;~-~~~~-;;-~~~~~-~~;;-------->9~------;;;----;;---;;~---;~~; 0.33 1.08 112.92 3.45 3.06 0.06 sandy silt to clayey silt UNDFND UNOFD 43 )50 UNOF 0.63 2.07 B6.01 2.74 3.19 0.10 sandy silt to clayey silt UNOFNO UNDFD 33 >50 UNOF 0.73 2.40 66.30 1.72 2.59 0.14 sandy silt to clayey silt UNDFND UNDFD 25 >50 UNDF 1.03 3.38 55.51 1.24 2.23 O.IB sandy silt to clayey silt UNDFND UNOFO 21 )50 UNOF 1.13 3.71 66.39 1.55 2.33 0.22 sandy silt to clayey silt UNOFND UNOFD 25 )50 UNDF 1.43 4.69 65.93 1.52 2.30 0.26 sandy silt to clayey silt UNOFND UNDFD 25 50 UNDF 1.53 5.02 65.79 1.46 2.22 0.30 sandy silt to clayey silt UNDFND UIIOFD 25 46 UNDF 1.83 6.00 50.0B 1.14 2.2B 0.34 sandy silt to clayey silt UIIDFNO UNOFD 19 33 UNOF 1.93 6.33 41.65 1.14 2.74 0.39 sandy silt to clayey silt UNOFIlD UNDFO 16 26 UNDF 2.23 7.32 32.47 0.92 2.B4 0.43 clayey silt to silty clay UIIDFND UNDFD 16 24 UNDF 2.33 7.64 33.49 0.77 2.30 0.47 sandy silt to clayey silt UIIDFND UNDFD 13 19 UNDF 2.62 8.60 23.64 0.77 3.26 0.51 clayey silt to silty clay UNDFND UNDFD II 16 UNDF 2.72 8.92 26.82 0.74 2.76 0.55 clayey silt to silty clay UNOFND UNDFD 13 18 UNDF 3.02 9.91 23.46 0.67 2.87 0.59 clayey silt to silty clay UNDFND UNDFD II 15 UNDF 3.12 10.24 16.36 0.42 2.57 0.63 clayey silt to silty clay UNDFND UIIDFO 8 10 UNDF 3.42 11.22 1I.5B 0.24 2.07 0.67 clayey silt to silty clay UNDFNO UNDFD 6 7 UIIDF 3.52 11.55 7.48 0.14 1.87 0.71 silty clay to clay UNDFND UIIOFD 5 6 UNOF 3.82 12.53 7.21 0.12 1.62 0.75 clayey silt to silty clay UllDFND UNOFD 3 4 UNDF 3.92 12.86 7.65 0.10 1.31 0.79 clayey silt to silty clay UNOFND UNDfD 4 4 UNDF 4.22 13.B5 9.31 0.12 1.29 0.83 clayey silt to silty clay UIIDFND UNDFD 4 5 UIIDF 4.32 14.17 11.73 0.19 1.62 0.8B clayey silt to silty clay UIIOFIlD UNDFD 6 6 UNDF 4.62 15.16 26.53 0.75 2.B4 0.92 clayey silt to silty clay UIIDFND UNDFD 13 13 UNOF 4.72 15.49 49.73 0.9B 1.97 0.96 sandy silt to clayey silt UNOFND UNOFD 19 20 UNDF 5.02 16.47 62.67 1.12 1.79 1.00 silty sand to sandy silt 50-60 38-40 20 20 .30. 5.12 16.BO 98.47 1.16 1.18 1.04 sand to silty sand 60-70 40-42 24 23 .25 5.42 17.78 65.76 1.37 2.0B 1.08 silty sand to sandy silt 50-60 3B-40 21 20 .30. 5.52 IB.II 55.42 1.25 2.26 1.12 sandy silt to clayey silt UNDFND UNDFD 21 20 UNDF 5.B2 19.09 45.10 1.46 3.24 1.16 clayey silt to silty clay UNDFND UNDFIl 22 20 UNDF 5.92 19.42 18.06 0.78 4.32 1.20 clay UIIOFND UNDFD 17 16 UNDF 6.22 20.41 20.30 0.79 3.89 1.24 silty clay to clay UllDFND UNDFD 13 12 UNOF 6.32 20.73 14.66 0.54 3.6B 1.29 silty clay to clay UNDFND UNDFD 9 8 UNDF 6.62 21.72 13.49 0.38 2.79 1.33 clayey silt to silty clay UIIDFND UIIDFD 6 6 UNDF 6.72 22.05 11.05 0.30 2.71 1.37 silty clay to clay UllDFND UNDFD 7 6 UNDF 7.02 23.03 11.59 0.13 1.15 1.41 clayey silt to silty clay UIIDFND UllDFD 6 5 UNDF 7.12 23.36 16.41 0.23 1.40 1.45 sandy silt to clayey silt UIIDFND UIIDFD 6 5 UNDF 7.42 24.34 15.32 0.30 1.96 1.49 clayey silt to silty clay UIIDFND UNDFD 7 6 UNDF 7.52 24.67 2B.69 1.18 4.11 1.53 silty clay to clay UNDFND UNOFD 18 15 UNDF II II I II II I II I I II I II ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jaliolkolski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 III · - Seed's correction 01 7.5 bloIs/foot has been applied to NI .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used lith the TABULATED OUTPUT Irol CPTINTRI (y 3.04) .... III I ~ \"":p I Sc::h_~~~r- Dixc::trt A5>5>c::tc::i_t~5> I Engineer SDA On Site Lac: CPT-13 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Oc lavg) Fs (avg) RI (avg) SI6V' SDIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR (aehrs) lfeet) Itsl) Itsf) (I) Itsll (%) deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 7.B2 25.60 21.63 0.B8 4.05 1.57 silty clay to clay UNDFND UNDFO 14 II UNOF 7.92 25.98 9.95 0.28 2.81 1.60 silty clay to clay UNOFNO UNOFO 6 5 UNOF 8.22 26.97 14.30 0.42 2.94 1.62 clayey silt to silty clay UNDFND UNDFO 7 5 UNOF 8.32 27.30 10.41 0.18 1.73 1.64 clayey silt to silty clay UNOFNO UNOFD 5 4 UNOF I 8.62 28.28 10.94 0.21 1.89 1.66 clayey silt to silty clay UNDFND UNDFO 5 4 UNOF 8.72 28.61 12.07 0.35 2.90 1.69 silty clay to clay UNOFNO UNDFO 8 6 UNOF 9.02 29.59 19.71 0.46 2.32 1.71 clayey silt to silty clay UNDFNO UIIDfO 9 7 UNOF I 9.12 29.92 22.53 0.82 3.64 1.73 silty clay to clay UIDFIID UNDFO 14 II UNOF 9.43 30.94 40.76 2.36 5.80 1.75 clay UNDFND UNDFO 39 30 UNOF 9.53 31.27 56.57 3.17 5.60 1.77 clay UNDFNO UNDFO }50 41 UNDF 9.B3 32.25 70.64 3.36 4.75 1.79 very stilf line grained I.) UNDFND UNDFO }50 }50 UNOF I 9.93 32.58 87.30 2.85 3.26 1.81 sandy silt to clayey silt UNDFNO UNOFO 33 25 UNDF 10.23 33.56 73.27 2.34 3.19 1.83 sandy silt to clayey silt UNDFND UNDFD 28 21 UNOF 10.33 33.89 93.93 2.05 2.18 1.85 silty sand to sandy silt 50-60 36-38 30 22 .33x I 10.63 34.8B B2.B3 2.19 2.64 I.B7 sandy silt to clayey silt UNOFNO UNDFO 32 23 UNOF 10.73 35.20 44.75 1.80 4.02 1.89 clayey silt to silty clay UNDFND UNOFD 21 16 UNOF 11.03 36.19 B7.68 2.12 2.42 1.91 silty sand to sandy silt 50-60 36-3B 28 20 .30x I 11.13 36.52 33.02 1.38 4.18 1.93 silty clay to clay UNDFNO UNDFO 21 15 UNOF 11.43 37.50 25.66 0.58 2.26 1.95 sandy silt to clayey silt UNDFND UNDFD 10 7 UNDF 11.53 37.83 19.BI 0.87 4.39 1.97 clay UNOFNO UNDFO 19 14 UNOF 11.83 38.81 24.67 0.71 2.86 1.99 clayey silt to silty clay UNDFND UNDFO 12 8 UNDF I 11.93 39.14 30.13 0.60 1.99 2.01 sandy silt to clayey silt UNOFND UNDFD 12 8 UNDF 12.23 40.12 18.46 0.45 2.46 2.04 clayey silt to silty clay UNOFNO UNOFO 9 6 UNDF 12.33 40.45 68.77 1.44 2.09 2.06 silty sand to sandy silt 40-50 34-31. 22 15 .24. I 12.63 41.44 37.10 0.77 2.07 2.08 sandy silt to clayey silt UNDFNO UNOFO 14 10 UNOF 12.73 41.77 27.29 0.84 3.08 2.10 clayey silt to silty clay UNOFNO UNDFO 13 9 UNDF 13.03 42.75 123.14 2.61 2.12 2.12 silty sand to sandy silt 60-70 38-40 39 27 .48x I 13.13 43.08 204.09 4.16 2.04 2.14 silty sand to sandy silt 70-80 40-42 )50 45 }0.5 13.43 44.06 146.16 2.17 1.48 2.16 sand to silty sand 60-70 38-40 35 24 .25. 13.53 44.39 23.16 0.35 1.51 2.18 sandy silt to clayey silt UNDFNO UNOFD 9 6 UNOF 13.83 45.37 19.89 0.16 0.79 2.20 sandy silt to clayey silt UNDFND UNDFO 8 5 UNOF I 13.93 45.70 23.38 0.49 2.10 2.22 sandy silt to clayey silt UNDFNO UNDFO 9 6 UNOF 14.23 46.69 15.56 0.30 1.93 2.24 clayey silt to silty clay UNDFND UNOFD 7 5 UNOF 14.33 47.01 16.66 0.40 2.40 2.26 clayey silt to silty clay UNOFND UNDFD 8 5 UNDF I 14.63 48.00 16.36 0.35 2.14 2.28 clayey silt to silty clay UNDFND UNDFD 8 5 UNDF 14.73 48.33 13.73 0.26 1.89 2.30 clayey silt to silty clay UNDFND UNDFD 7 4 UNOF 15.03 49.31 14.42 0.27 1.90 2.32 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF I 15.13 49.64 15.26 0.25 1.64 2.34 clayey silt to silty clay UNDFNO UNDFO 7 5 UNOF 15.43 50.62 21.94 0.60 2.72 2.36 clayey silt to silty clay UNDFNO UNDFO II 7 UNOF 15.53 50.95 17.34 0.61 3.52 2.38 silty clay to clay UNDFND UNDFD II 7 UNDF 15.83 51.94 13.59 0.32 2.38 2.40 clayey silt to silty clay UNOFNO UNDFO 7 4 UNDF I 15.93 52.26 14.92 0.18 1.21 2.43 sandy silt to clayey silt UNDFND UNDFO 6 4 UNOF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Jaaiolko.ski et al. 1985) PHI - Robertson and Caapanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction 01 7.5 blo.s/loot has been applied to NI (.) overconsolidated or ceaented II .... Note: For interpretation purposes the PLOTTEO CPT PROFILE should be used .ith the TA8ULATEO OUTPUT Iroa CPTINTRI Iv 3.04) .... II \ 'J/O... I S~h~~~~~ Dix~~ A~~~~i~t~~ I Engineer SOA On Site Loc: CPT-13 Page No. 3 --------------------------------------------------------------------------------------------------------------.-------------------- I DEPTH Ileters) Ileet) Qc tavg) Itsl) Fs lavg) Itsl) RI lavgl It) SI6V' Itsl) SOIL BEHAVIOUR TYPE Eq - Dr PHI (t) deg. SPT SPT CSR N NI --------------------------------------------------------------------------------------------------------------------.-------------- I I I I 16.23 53.25 79.90 1.97 2.46 2.45 sandy silt to clayey silt UNDFND UNDFD 31 20 UNDF 16.33 53.58 167.79 2.64 1.57 2.47 sand to silty sand 60-70 3B-40 40 26 .28 16.63 54.56 68.59 2.06 3.01 2.49 sandy silt to clayey silt UNDFND UNDFD 26 17 UNDF 16.73 54.89 27.71 1.20 4.33 2.51 silty clay to clay UNDFNO UNDFO 18 II UNOF 17.03 55.87 60.00 2.11 3.51 2.53 clayey silt to silty clay UNDFND UNDFD 29 18 UNDF 17.13 56.20 32.26 1.04 3.22 2.55 clayey silt to silty clay UNDFND UNDFD 15 10 UNDF 17.43 57.19 25.20 0.68 2.70 2.57 clayey silt to silty clay UNDFND UNDFD 12 8 UNDF 17.53 57.51 26.69 0.9'1 3.71 2.59 clayey silt to silty clay UNDFND UNDFD 13 8 UNDF 17.83 58.50 105.13 -2.58 -2.46 2.61 undeli ned UNDFND UNDFD UDF UDF UNDF 17.93 58.B3 0.00 -13.93 0.00 2.63 undeli ned UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanell a 1983 CSR: Seed et al. 1983 - N=7.5 II 1111 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRl Iv 3.04) 1111 I I I I I I I I I I I \{f> I I Sc::h.a_-#'_r- Di x en... A5i5i~c::i.at_5i Engineer SDA CPT Date : 12-21-88 On Site Lac: CPT-14 Cone Used : I Job No. 9R4332C Water table (meters) : 5.03 II -------~-~::~---~~~-=--~=-~--~-~~~-~--~---~:=~-::~~--------------------------------------------------------------------------- DEPTH Qc lavg) Fs (avg) Rf lavg) SI6V' SOil BEHAVIOUR TYPE Eq - Or PHI SPT SPT CSR (uters) Ifeet) (tsf) (tsf) m Itsf) m deg. H HI I ----------------------------------------------------------------------------------------------------------------------------------- 0.23 0.75 26.41 0.11 0.43 0.02 silty sand to sandy silt 80-90 >48 8 )50 )0.5 0.33 1.08 77.90 0.23 0.30 0.06 sand to silty sand )90 )48 19 )50 )0.5 0.63 2.07 125.64 1.16 0.92 0.10 sand to silty sand )90 )48 30 )50 )0.5 0.73 2.40 58.23 1.38 2.37 0.14 sandy silt to clayey silt UHDfHD UNDfO 22 )50 UHDF 1.03 3.3B 33.72 0.60 1.77 0.18 sandy silt to clayey silt UNDfND UNDFD 13 31 UHDF 1.13 3.71 25.63 0.36 1.40 0.22 sandy silt to clayey silt UNDFHD UHDFD 10 21 UHDF 1.43 4.69 22.04 0.50 2.211 0.26 clayey silt to silty clay UOOD UHDFD 11 21 UHDF 1.53 5.02 19.25 0.50 2.60 0.30 clayey silt to silty clay UNDFHD UHDFD 9 17 UHDF 1.83 6.00 20.60 0.57 2.77 0.34 clayey silt to silty clay UHDFHD UHDFD 10 17 UHDF 1.93 6.33 12.58 0.45 3.58 0.39 silty clay to clay UNDFHD UHDFD B 13 UHDF 2.23 7.32 14.90 0.44 2.95 0.43 clayey silt to silty clay UHDfHD UHDFD 7 II UHDF 2.33 7.64 17.59 0.47 2.67 0.47 clayey silt to silty clay UHOFHD UHDFD 8 12 UHDF 2.62 8.60 13.13 0.40 3.07 0.51 silty clay to clay UHDfHD UHDFD 8 12 UHDF 2.72 B.92 10.71 0.29 2.71 0.55 silty clay to clay UHDFHD UNDfD 7 9 UHDF 3.02 9.91 10.39 0.22 2.12 0.59 clayey silt to silty clay UHDfHD UHDFD 5 7 UHDF 3.12 10.24 13.94 0.34 2.44 0.63 clayey silt to silty clay UNDFHD UHDFD 7 9 UHDF 3.42 11.22 19.00 0.65 3.40 0.67 clayey silt to silty clay UNDfND UNDFD 9 II UHDF 3.52 11.55 12.03 0.42 3.49 0.71 silty clay to clay UNDFHD UNDFD 8 9 UNDF 3.82 12.53 22.24 0.B4 3.78 0.75 silty clay to clay UHDfHD UNDFD 14 17 UHDF 3.92 12.86 51.26 0.69 1.35 0.79 silty sand to sandy silt 50-60 38-40 16 19 .28x 4.22 13.85 63.64 1.00 1.57 0.B3 silty sand to sandy silt 50-60 38-40 20 23 .33x 4.32 14.17 31.88 0.96 3.01 0.8B clayey silt to silty clay UNDFND UNDFD 15 17 UHDF 4.62 15.16 62.14 1.26 2.03 0.92 silty sand to sandy silt 50-60 38-40 20 21 .31x 4.72 15.49 97.55 1.47 1.69 0.96 silty sand to sandy silt 60-70 40-42 29 29 >0.5 5.02 16.47 73.06 1.21 1.65 1.00 silty sand to sandy silt 50-60 39-40 23 24 .35, 5.12 16.80 23.80 1.06 4.45 1.04 clay UHDFHD UNDFO 23 23 UNDF 5.42 17.78 18.36 0.61 3.32 1.06 clayey silt to silty clay UNDFHD UNDFD 9 9 UHDF 5.52 18.11 20.91 0.57 2.73 1.0B clayey silt to silty clay UHDFHD UHDFD 10 10 UNDF 5.82 19.09 29.11 1.32 4.52 1.10 silty clay to clay UHDfHD UNDFD 19 19 UHDF 5.92 19.42 26.19 0.90 3.44 1.12 clayey silt to silty clay UNDFND UHOFD 13 12 UNDF 6.22 20.41 17.10 0.47 2.75 1.14 clayey silt to silty clay UHDfND UNDFD 9 9 UNDF 6.32 20.73 18.36 0.59 3.16 1.16 clayey silt to silty clay UHDFHD UNDFD 9 8 UNOF 6.62 21.72 20.27 0.60 2.96 1.19 clayey silt to silty clay UNDfND UNDFD 10 9 UNOF 6.72 22.05 34.64 1.65 4.76 1.20 clay UHDFHD UNDFD 33 31 UNDF 7.02 23.03 20.12 0.69 3.43 1.22 clayey silt to silty clay UNDFHD UNDFD 10 9 UHDF 7.12 23.36 20.15 0.62 3.08 1.24 clayey silt to silty clay UNDFHD UHDfD 10 9 UHDF 7.42 24.34 99.67 1.52 1.54 1.26 silty sand to sandy silt 60-70 39-40 32 29 >0.5 7.52 24.67 241.44 1.29 0.53 1.28 sand 80-90 42-44 46 41 >0.5 I II I I I II I I I I I I ---.-.--._------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJaliolkooski et al. 19B5) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 II ' - Seed's correction of 7.5 bloos/foot has been applied to HI ffff Note: For interpretation purposes the PLOTTED CPT PROFilE should be used oith the TABULATED OUTPUT frol CPTINTRI Iv 3.04) 1111 I I \l,\ I Sc::h.aE!'-FE!'r""" Dix~ra A!S!S~c::i_tE!'!S I Engineer SDA On Site Loc: CPT-14 Page No, 2 --------------------------------------------------------------------------------------------------------------.-------------------- I DEPTH Qc (avg) Fs lavg) RI (avg) SI6V' SOIL 8EHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR (lthrs) (feet I (tsl) ltsl) m (tsll m deg. N NI --------------------------------------------------------------------------------------------------------------.-------------------- I 7.82 25.66 209.78 1.91 0.91 1.30 sand 80-90 42-44 40 36 >0.5 7.92 25.98 255.17 2.89 1.13 1.32 sand 80-90 42-44 49 43 >0.5 8.22 26.97 256.86 2.33 0.91 1.34 sand 80-'10 42-44 49 43 >0.5 8.32 27.30 180.07 1.24 0.09 1.36 sand 70-80 42-44 34 30 .33x I 8.62 28.28 55.34 2.09 3.77 1.38 clayey silt to silty clay UNDFND UNDFD 27 23 UNDF 8.72 28.61 44.16 2.11 4.78 1.40 silty clay to clay UMDFIIO UNDFO 28 24 UNDF 9.02 29.59 51.54 2.14 4.16 1.43 clayey silt to silty clay UNDfND UNDfD 25 21 UNDf I 9.12 29.92 85.98 3.44 4.00 1.45 clayey silt to silty clay UNDFND UNDFD 41 35 UNOF 9.43 30.94 57.76 2.78 4.81 1.47 silty clay to clay UNDFND UNDFD 37 31 UNDF 9.53 31.27 37.15 0.73 1.97 1.49 sandy silt to clayey silt UNDFNO UNDFO 14 12 UNDF 9.83 32.25 31.62 0.58 1.82 1.51 sandy silt to clayey silt UNDfND UNDFD 12 10 UNDF I 9.93 32.58 55.63 1.34 2.41 1.53 sandy silt to clayey silt UNDfND UNDFD 21 17 UNDF 10.23 33.56 51.84 1.75 3.38 1.55 clayey silt to silty clay UNOFND UNDfD 25 20 UNDF 10.33 33.89 34.13 0.88 2.58 1.57 sandy silt to clayey silt UNDFND UNDFD 13 11 UNDF I 10.63 34.88 19.42 0.56 2.90 1.59 clayey silt to silty clay UNDfND UNDFD 9 7 UNDF 10.73 35.20 19.08 0.50 2.62 1.61 clayey silt to silty clay UMDFIID UNDfO 9 7 UNDF 11.03 36.19 34.28 0.77 2.26 1.63 sandy silt to clayey silt UNDFND UNDfD 13 10 UNDF I 11.13 36.52 28.05 1.11 3.96 1.65 silty clay to clay UNDFND UNDFD 18 14 UNDF 11.43 37.50 13.94 0.22 1.58 1.67 clayey silt to silty clay UNDFIID UNDFD 7 5 UNDF 11.53 37.83 17.30 0.44 2.54 1.69 clayey silt to silty clay UNDfND UNDFD 8 6 UNDF 11.83 38.81 15.92 0.45 2.83 1.71 clayey silt to silty clay UNDfND UNDFD 8 6 UNDF I 11.93 39.14 13.30 0.39 2.93 1.73 silty clay to clay UNDFND UNDFD 8 7 UMDF 12.13 40.12 13.30 0.40 3.03 1.75 silty clay to clay UNDFND UNDFD 8 6 UNDf 12.33 40.45 12.28 0.24 1.95 1.78 clayey silt to silty clay UMDFIID UNBFD 6 4 UNDF I 12.63 41.44 14.28 0.31 2.15 1.80 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 12.73 41.77 16.28 0.33 2.03 1.82 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF 13.03 42.75 18.57 0.51 2.76 1.84 clayey silt to silty clay UNDfND UNDfD 9 7 UNDF I 13.13 43.08 16.62 0.42 2.53 1.86 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF 13.43 44.06 30.06 0.95 3.15 1.88 clayey silt to silty clay UNDFND UNDfD 14 11 UNDF 13.53 44.39 27.16 0.81 2.98 1.90 clayey silt to silty clay UNDFND UNDFD 13 10 UNDF 13.83 45.37 25.96 0.79 3.06 1.92 clayey silt to silty clay UNDF1ID UNDFD 12 9 UNDF I 13.93 45.70 131.41 1.39 1.06 1.94 sand to silty sand 60-70 38-40 31 23 .24 14.23 46.69 322.01 2.78 0.86 1.96 sand }90 42-44 )50 45 )0.5 14.33 47.01 67.83 2.29 3.38 1.98 sandy silt to clayey silt UNDFND UNDFD 26 19 UNDF I 14.63 48.00 43.63 0.95 2.18 2.00 sandy silt to clayey silt UNDFND UNDFD 17 12 UNDF 14.73 48.33 32.00 1.05 3.28 2.02 clayey silt to silty clay UNDFIID UNDfD 15 II UNDF 15.03 49.31 24.95 0.63 2.54 2.04 clayey silt to silty clay UNDFND UNDFD 12 8 UNDF I 15.13 49.64 20.02 0.47 2.35 2.06 clayey silt to silty clay UNDFND UNDFD 10 7 UNDF 15.43 50.62 19.31 0.45 2.31 2.08 clayey silt to silty clay UNDfND UNDfD 9 6 UNDF 15.53 50.95 32.17 1.28 3.98 2.10 silty clay to clay UNDFND UNDFD 21 14 UNDF 15.83 51.94 30.83 1.07 3.48 2.12 clayey silt to silty clay UNDfND UNDFD 15 10 UNDF I 15.93 52.26 22.57 -13.93 -61.72 2.14 undefined UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Jaliolkowski et al. 19851 PHI - Robertson and Calpanella 1983 CSR: Seed et ai. 1983 - "=7.5 II 1111 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Irol CPTINTRI Iv 3.04) 1111 I ~ I Sch~~~~~ Dix~n A~~~ci~t~~ I Engineer SDA On Site Loc: CPT-14 Page No. 3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Or lavg) Fs lavgl RI lavgl lifters) (leet) Itsl) Itsl) (%) SI6V' Itsl) SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et aI. 1983 - M=7.5 II .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Irol CPTINTRl Iv 3.04) I'" I I I I I II I I I I I I I I \{,'b I I Sc:ha.Ee~Eer DixC3n A5>5>C3c:ia.tEe5> Enginee~ SDA CPT Date : 12-21-88 On Site Lac: CPT-15 Cone Used : I Job No. 9R4332C Wate~ table (mete~s) : 6.89 II -------~-~::~---~~~-=--~=-:--~-~~?-~--~---:::~-~::~--------------------------------------------------------------------------- DEPTH Dc lavg) Fs lavg) Rf lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (feet! (tsf) Itsf) m Itsf) m deg. N NI II ----------------------------------------------------------------------------------------------------------------------------------- 0.23 0.75 16.34 0.02 0.10 0.02 silty sand to sandy silt 60-70 )48 5 34 )0.5 0.33 1.0B B5.55 0.49 0.57 0.06 sand to silty sand >90 >48 20 >50 >0.5 0.63 2.07 106.27 1.60 1.51 0.10 sand to silty sand >90 >4B 25 >50 >0.5 0.73 2.40 70.21 2.00 2.B5 0.14 sandy silt to clayey silt UMDFND UNDFD 27 >50 UNDF 1.03 3.38 147.46 2.85 1.93 O.IB silty sand to sandy silt >90 >4B 47 >50 >0.5 1.13 3.71 213.35 4.28 2.01 0.22 sand to silty sand )90 >48 >50 >50 >0.5 1.43 4.69 296.50 4.20 1.42 0.26 sand to silty sand >90 )48 >50 >50 >0.5 1.53 5.02 243.57 3.4B 1.43 0.30 sand to sil ty sand )90 >48 >50 >50 >0.5 I.B3 6.00 154.55 4.27 2.76 0.34 silty sand to sandy silt >90 46-48 49 >50 }0.5 1.93 6.33 199.62 1.97 0.99 0.39 sand )90 46-48 38 >50 >0.5 2.23 7.32 250.74 5.06 2.02 0.43 sand to silty sand )90 )4B >50 >50 >0.5 2.33 7.64 2B8.70 4.29 1. 49 0.47 sand to si ltv sand )90 )48 )50 >50 >0.5 2.62 B.60 276.48 3.56 1.29 0.51 sand >90)48 >50 }50 >0.5 2.72 8.92 273.66 3.04 1.11 0.55 sand >90 46-48 }50 )50 >0.5 3.02 9.91 239.20 2.62 1.10 0.59 sand >90 46-48 46 >50 >0.5 3.12 10.24 283.77 2.98 1.05 0.63 sand )90 46-4B >50 }50 >0.5 3.42 11.22 283.23 2.59 0.92 0.67 sand >90 46-48 >50 >50 >0.5 3.52 11.55 245.23 3.29 1.34 0.71 sand >90 46-48 47 }50 }0.5 3.B2 12.53 119.58 4.30 3.59 0.75 sandy silt to clayey silt UMDFND UNDFD 46 >50 UNDF 3.92 12.86 139.78 4.55 3.26 0.79 sandy silt to clayey silt UNDFMD UMDFD >50 )50 UNDF 4.22 13.85 174.89 5.65 3.23 0.83 sandy silt to clayey silt UNDFND UNDFD )50 >50 UNDF 4.32 14.17 301.88 6.63 2.20 0.88 sand to silty sand >90 46-48 >50 >50 >0.5 4.62 15.16 296.49 6.89 2.32 0.92 sil ty sand to sandy silt >90 46-48 }50 >50 >0.5 4.72 15.49 95.07 4.19 4.41 0.96 very stiff fine grained III UNDFND UNDFD }50 }50 UNDF 5.02 16.47 148.85 5.16 3.46 1.00 sandy silt to clayey silt UNDFND UNDFD >50 >50 UNDF 5.12 16.80 210.84 5.53 2.62 1.04 silty sand to sandy silt 80-90 44-46 >50 }50 >0.5 5.42 17.7B 147.17 6.79 4.62 1.08 very stiff fine grained (I) UNDFND UNDFD >50 >50 UNDF 5.52 18.11 145.78 7.36 5.05 1.12 very stiff fine grained (I) UNDFMD UNDFD }50 >50 UNDF 5.82 19.09 221.99 7.67 3.46 1.16 sand to clayey sand (I) UMDFND UNDFD >50 >50 UNDF 5.92 19.42 303.32 9.86 3.25 1.20 sand to clayey sand (I) UNDFND UNDFD }50 >50 UNDF 6.22 2Q.41 310.04 8.36 2.70 1.24 sand to clayey sand (II UNDFND UNDFD }SO }SO UNDF 6.32 20.73 279.06 6.46 2.31 1.29 silty sand to sandy silt }90 44-46 )50 }50 >0.5 6.62 21.72 106.12 2.52 2.37 1.33 silty sand to sandy silt 60-70 40-42 34 30 >0.5 6.72 22.05 142.42 6.93 4.87 1.37 very stiff fine grained II) UMDFND UNDFD >50 }50 UNDF 7.02 23.03 248.73 9.46 3.80 1.41 sand to clayey sand III UNDFND UNDFD >50 >50 UNDF 7.12 23.36 366.95 8.30 2.26 1.43 sand to silty sand >90 44-46 }50 >50 >0.5 7.42 24.34 392.14 0.66 0.17 1.45 gravelly sand to sand )90 44-46 )50 >50 }0.5 7.52 24.67 0.00 -13.93 0.00 1.47 undefined UNDFND UNDFD UDF UDF UNDF I I I II I I I II I I I I I Dr - All sands IJaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction of 7.5 blows/foot has been applied to NI (I) overconsolidated Dr celented II IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRI I Iv 3.04) 1111 \</tJ -I Sch~~~~r Dix~n Ass~ci~t~s I Engineer SDA On Site Loc: CPT-15 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH. Dc lavg) Fs lavgl RI lavgl Ilehrs) lfeell Itsl) Itsll !Xl SI6V' Itsl) SDIL BEHAVIDUR TYPE Eq - Dr PHI SPT SPT CSR !Xl deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (JaliolkolSki et al. 19B5) PHI - Robertson and Calpanella 19B3 CSR: Seed et aI. 19B3 - "=7.5 III IIII Nate: Far interpretation purposes the PLOTTED CPT PROFILE should be used lith the TABULATED OUTPUT Irol CPTINTRI Iv 3.04) IIII I III III I I I I I I I I I I I \tP 1 I Sch.aEe~Eer- Dix~rt A1S1S~ci.atEe1S Engineer SDA CPT Date : 12-22-88 On Site Lac: CPT-16 Cone Used : I Job No. : 9R4332C Water table (meters) : 5.92 Tot. Unit Wt. (avg) : 125 pcf II -------~~;~~---------~~-~~~;~----;~-~~~;~----;~-~~~;~-----~~~~:---------~~~~-;~~~~~~;-~;;~-------~;-~-~;----;~~----~;~---~;;---~~; (Ieters) (feetl (tsf) (tsfl m (tsf) m deg. N NI II -----~~;;-----~~;;-----~;~;;--------~~;~--------;~~;--------~~~;----~;~~~~-~~;;-;~-~~;;~-~;~~-----~;~;;~---~;~;~-----;----;~---~;~; 0.33 1.08 85.04 0.54 0.63 0.06 sand to silty sand )90 >48 20 )50 >0.5 0.63 2.07 138.65 3.02 2.18 0.10 silty sand to sandy silt )90 )48 44 )50 )0.5 0.73 2.40 102.51 2.27 2.21 0.14 silty sand to sandy silt )90 >48 33 )50 )0.5 1.03 3.38 102.54 2.09 2.04 0.18 silty sand to sandy silt >90 )48 33 )50 >0.5 1.13 3.71 84.32 1.57 1.86 0.22 silty sand to sandy silt 80-90 46-48 27 )50 >0.5 1.43 4.69 76.29 1.18 1.55 0.26 silty sand to sandy silt 70-80 44-46 24 48 )0.5 1.53 5.02 55.63 0.65 1.17 0.30 silty sand to sandy silt 60-70 42-44 18 33 )0.5 1.83 6.00 66.09 0.66 1.00 0.34 silty sand to sandy silt 70-80 42-44 21 36 >0.5 1.93 6.33 74.21 0.71 0.96 0.39 sand to silty sand 70-80 42-44 18 29 .32x 2.23 7.32 53.89 0.69 1.27 0.43 silty sand to sandy silt 60-70 42-44 17 27 .44x 2.33 7.64 14.11 0.14 0.99 0.47 sandy silt to clayey silt UNDFND UNDFD 5 8 UNDF 2.62 8.60 31.99 0.62 1.93 0.51 sandy silt to clayey silt UNDFND UNDFD 12 17 UNDF 2.72 8.92 32.09 0.99 3.09 0.55 clayey silt to silty clay UNDFND UNDFD 15 21 UNDF 3.02 9.91 2o.s6 0.48 2.32 0.59 dayey silt to silty day UNDFND UNDFD 10 13 UNDF 3.12 10.24 18.28 0.54 2.95 0.63 clayey silt to silty clay UNDFND UNDFD 9 11 UNDF 3.42 11.22 17.85 0.40 2.24 0.67 clayey silt to silty clay UNDFND UNDFD 9 11 UNDF 3.52 11.55 13.98 0.38 2.72 0.71 clayey silt to silty clay UNDFND UNDFD 7 8 UNDF 3.82 12.53 34.19 1.00 2.93 0.75 dayey silt to silty clay UNDFND UNDFD 16 19 UNDF 3.92 12.86 21.34 0.58 2.72 0.79 clayey silt to silty clay UNDFND UNDFD 10 12 UNDF 4.22 13.85 26.58 0.65 2.45 0.83 sandy silt to clayey silt UNDFNO UNOFO 10 11 UNOF 4.32 14.17 55.97 1.18 2.11 0.88 sandy silt to clayey silt UNDFND UNDFD 21 23 UNDF 4.62 15.16 84.16 1.29 1.54 0.92 silty sand to sandy silt 60-70 40-42 27 28 >0.5 4.72 15.49 83.56 1.19 1.42 0.96 silty sand to sandy silt 60-70 40-42 27 28 >0.5 5.02 16.47 26.37 0.90 3.40 1.00 clayey silt to silty day UNDFND UNDFD 13 13 UNDF 5.12 16.80 17.21 0.53 3.08 1.04 dayey silt to silty clay UNDFND UNDFD 8 8 UNDF 5.42 17.78 23.84 0.84 3.52 1.08 clayey silt to silty clay UNDFND UNDFD 11 11 UNDF 5.52 18.11 25.03 0.86 3.44 1.12 clayey silt to silty clay UNDFND UNDFD 12 II UNDF 5.82 19.09 26.66 0.78 2.94 1.16 clayey silt to silty day UNDFND UNDFD 13 12 UNDF 5.92 19.42 38.93 0.85 2.18 1.20 sandy silt to clayey silt UNDFND UNDFD IS 14 UNDF 6.22 20.41 32.68 0.78 2.39 1.23 sandy silt to clayey silt UNDFND UNDFD 13 11 UNDF 6.32 20.73 19.70 0.52 2.63 1.25 clayey silt to silty clay UNOFND UNDFD 9 9 UNDF 6.62 21.72 34.24 0.97 2.82 1.27 sandy silt to clayey silt UNDFND UNDFD 13 12 UNDF 6.72 22.05 39.57 1.04 2.63 1.29 sandy silt to clayey silt UNDFND UNDFD 15 14 UNDF 7.02 23.03 39.67 1.87 4.71 1.31 silty day to day UNDFND UNDFD 25 22 UNDF 7.12 23.36 39.44 1.94 4.92 1.33 clay UNDFND UNDFD 38 33 UNDF 7.42 24.34 44.58 2.01 4.50 1.35 silty clay to clay UNDFND UNDFD 28 25 UNDF 7.52 24.67 73.40 2.23 3.04 1.37 sandy silt to clayey silt UNDFND UNDFD 28 24 UNDF I I I I I I I I I II I ----------------------------------------------------------------------------------------------------------------------------------- II Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - ~=7.5 x - Seed's correction of 7.5 blows/foot has been applied to NI 11"'1 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Irol CPTINTRl II II ('I 3.04) UIl \~v I Sch~~~~~ Dix~~ A~~~ci~t~~ I Engineer SDA On Site Loe: CPT-16 Page No.2 ----------------------------------------------------------------------------------------------------------------------------------- DEPTH Oc lavg) Fs lavgl Rf lavgl SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR I Inters) (feet) Itsfl (tsf) IX) Itsf) m deg. N N1 . . ----------------------------------------------------------------------------------------------------------------------------------- 7.82 25.6b 25.25 0.87 3.46 !.39 clayey silt to silty clay UNDFND UNDFD 12 10 UNDF I 7.92 25.9B 33.70 1.52 4.51 1.41 silty clay to clay UNDFNO UNDFO '" 18 UNDF -- 8.22 26.97 54.03 1.02 1.88 1.43 silty sand to sandy silt 40-50 30-38 17 15 .23A 8.32 27.30 17.59 0.26 1.48 1.45 sandy silt to clayey silt UNDFND UNDFD 7 6 UNDF I 8.62 28.28 19.62 0.42 2.16 1.48 clayey silt to silty clay UNDFND UNDFD 9 8 UNDF 8.72 28.61 28.99 1.06 3.66 1.50 clayey silt to silty clay UNDFND UNDFO 14 11 UNDF 9.02 29.59 36.38 1.77 4.86 1.52 clay UNOFNO UNOFO 35 29 UNDF I 9.12 29.92 26.22 1.04 3.97 1.54 silty clay to clay UNDFND UNDFD 17 14 UNDF 9.43 30.94 21.31 0.78 3.66 1.56 silty clay to clay UNDFND UNDFD 14 11 UNOF 9.53 31.27 18.66 0.63 3.38 1.58 clayey silt to .ilty clay UNDFND UNDFD 9 7 UNDF 9.83 32.25 13.71 0.31 2.24 1.60 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF I 9.93 32.58 14.49 0.29 2.00 1.62 clayey silt to silty clay UNDFND UNDFD 7 6 UNDF 10.23 33.56 37.19 0.45 1.20 1.64 .ilty sand to sandy silt <40 32-34 12 9 .18, 10.33 33.89 18.23 0.08 0.44 1.66 sandy silt to clayey silt UNDFND UNDFD , 5 UNDF , I 10.63 34.88 22.57 0.46 2.05 1.68 sandy silt to clayey silt UNDFND UNDFD 9 , UNDF , 10.73 35.20 25.88 0.67 2.59 1.70 clayey silt to silty clay UNDFND UNDFD 12 10 UNDF 11.03 36.19 56.75 1.24 2.19 1.72 sandy silt to clayey silt UNDFND UNDFD 22 17 UNDF I 11.13 36.52 63.33 2.12 3.35 1.74 sandy silt to clayey .ilt UNDFND UNDFD 24 19 UNDF 11.43 37.50 102.06 2.16 2.12 1.76 silty sand to sandy silt 50-60 38-40 33 25 .38, 11.53 37.83 23.04 0.30 1.30 1.78 sandy silt to clayey .ilt UNDFND UNDFD 9 7 UNDF 11.83 38.81 23.00 0.49 2.15 1.80 sandy silt to clayey silt UNDFND UNDFD 9 7 UNDF I 11.93 39.14 26.27 0.81 3.08 1.83 clayey silt to silty clay UNDFND UNDFD 13 9 UNDF 12.23 40.12 29.38 0.85 2.89 1.85 clayey silt to .ilty clay UNDFND UNDFD 14 10 UNDF 12.33 40.45 46.07 0.90 1.95 1.87 sandy silt to clayey silt UNDFND UNDFD 18 13 UNDF I 12.63 41.44 18.79 0.47 2.48 1.89 clayey silt to silty clay UNDFND UNDFD 9 7 UNDF 12.73 41.77 16.07 0.27 1.68 1.91 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF 13.03 42.75 15.06 0.22 1.44 1.93 sandy silt to clayey .ilt UNDFND UNDFD 6 4 UNDF 13.13 43.08 14.54 0.23 1.58 1.95 clayey silt to .ilty clay UNDFND UNDFD 7 5 UNDF I 13.43 44.06 13.74 0.20 1.48 1.97 clayey silt to .ilty clay UNDFND UNDFD , 5 UNDF , t3.~3 44.39 14.75 0.19 1.29 1.99 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF 13.83 45.37 13.30 0.19 1.43 2.01 clayey silt to silty clay UNDFND UNDFD 6 5 UNDF I 13.93 45.70 15.26 0.24 1.57 2.03 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 14.23 46.69 15.24 0.27 1.79 2.05 clayey silt to silty clay UNDFND UNDFD 7 . UNDF " 14.33 47.01 14.28 0.23 1.61 2.07 clayey .ilt to silty clay UNDFND UNDFD 7 5 UNDF I 14.63 48.00 16.32 0.29 1. 78 2.09 clayey silt to silty clay UNDFND UNDFD 8 5 UNDF 14.73 48.33 18.83 0.32 1.70 2.11 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF 15.03 49.31 22.50 0.64 2.86 2.13 clayey silt to silty clay UNDFND UNDFD 11 , UNDF , 15.13 49.64 32.00 0.87 2.72 2.15 sandy silt to clayey silt UNDFND UNDFD 12 8 UNDF I 15.43 50.62 84.36 1.54 1.83 2.17 silty sand to sandy silt 50-60 36-38 ", 18 .28x -, 15.53 50.95 108.21 2.98 2.75 2.19 sandy silt to clayey silt UNDFND UNDFD 41 28 UNDF 15.83 51.94 33.05 1.13 3.41 " '" clayey silt to silty clay UNDFND UNDFD 16 11 UNDF "'."'" I 15.93 52.26 17.04 -13.93 -81.75 2.24 undefined UNDFND UNDFD UDF UDF UNDF . ---------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJaliolko.ski et al. 19851 PHI - Robertson and Calpanella 1983 x - Seed's correction of 7.5 b10../foot ha. be.n applied to NI 111111 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used ~ith the TABULATED OUTPUT frol CPTINTRI Iv 3.041 1111 \~'1 I CSR: Seed et al. 1983 - M=7.5 I I I Engineer Sch~~~~r Dix~n A~~~ci~t~~ SDA On Site Lac: CPT-16 Page No.3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc (avgl Fs (avg) Rf (a'g) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ietersl (feet) ltsf) Itsf) m (tsl) m deg. N Ni ----------------------------------------------------------------------------------------------------------------------------------- I I IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Irol CPTINTRI Iv 3.041 IIII I I I I I I I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jalioikowski et ai. 19B5) PHI - Robertson and Calpanella 19B3 CSR: Seed et al. 19B3 - N:7.5 \<Jb I I Sc:=ha.te~te.... DixC3n AS>S>C3c:=ia.tteS> Enginee~ SDA CPT Date : 12-22-88 On Site Lac: CPT-17 Cone Used : I Job No. 9R4332C Wate~ table (mete~s) : 7.24 II-------~_::::~---~~-~_:_-~:_:_-~-~~~_:_-~---~::~-_::~~--------------------------------------------------------------------------- DEPTH Qc lavg) Fs (avg) RI lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Or PHI SPT SPT CSR Ileters) Ileet) Itsl) Itsll m Itsll m deg. N N1 II-----~:;;-----~:;;-----;;:;;--------~:~;--------~:;;--------~:~;----~~;~~-~:~~-~:-~:~~~-~~;~------;~=;~------;;;-----;---;;~---;~:; 0.33 I.OB 246.97 3.02 1.22 0.06 sand )90 >48 47 >50 >0.5 0.63 2.07 lB9.92 3.94 2.07 0.10 silty sand tD sandy silt >90 >48 >50 >50 >0.5 0.73 2.40 B9.63 2.93 3.27 0.14 sandy silt tD clayey silt UNDFND UHDFD 34 >50 UHDF 1.03 3.3B 56.12 1.27 2.27 0.18 sandy sil t tD clayey si 1 t UHDFHD UNDFD 22 >50 UNDF 1.13 3.71 54.36 1.12 2.06 0.22 sandy silt tD clayey silt UNDFND UNDFD 21 45 UNDF 1.43 4.69 70.0B 1.59 2.27 0.26 sandy silt tD clayey silt UNDFND UNDFD 27 >50 UNDF 1.53 5.02 88.49 2.60 2.94 0.30 sandy silt to clayey silt UNDFND UNDFD 34 >50 UNDF 1.83 6.00 93.25 2.7b 2.96 0.34 sandy silt tD clayey silt UNDFND UNDFD 36 >50 UNDF 1.93 6.33 109.86 4.25 3.B7 0.39 clayey silt to silty clay UNDFND UNDFD >50 >50 UNDF 2.23 7.32 114.51 6.27 5.48 0.43 very still line grained II) UNDFND UNDFD >50 >50 UNDF 2.33 7.64 110.03 b.72 b.l1 0.47 very still line grained II) UNDFND UNDFD >50 >50 UHDF 2.62 B.60 94.96 5.92 6.23 0.51 very still line grained III UNDFND UNDFD >50 >50 UNDF 2.72 B.92 61.20 3.72 6.0B 0.55 very still line grained II) UNDFND UNDFD >50 }50 UNDF 3.02 9.91 51.63 2.79 5.40 0.59 clay UNDFND UNDFD 49 >50 UNDF 3.12 10.24 47.26 2.57 5.44 0.63 clay UNDFND UNDFD 45 >50 UNDF 3.42 11.22 42.47 2.05 4.82 0.67 silty clay tD clay UNDFND UNDFD 27 34 UNDF 3.52 11.55 29.75 0.91 3.06 0.71 clayey silt to silty clay UNDFND UNDFD 14 17 UNDF 3.B2 12.53 33.31 1.24 3.73 0.75 clayey silt tD silty clay UNDFND UNDFD 16 19 UNDF 3.92 12.Bb 28.43 1.14 4.01 0.79 silty clay to clay UNDfHD UHDFD 18 21 UHDF ~.22 13.85 39.00 1.37 3.50 0.83 clayey silt tD silty clay UNDFND UNDFD 19 21 UNDF 4.32 14.17 74.55 1.23 1.65 0.88 silty sand tD sandy silt 60-70 40-42 24 26 .40x 4.62 15.1b 92.00 1.29 I.~I 0.92 silty sand tD sandy silt 60-70 40-42 29 31 >0.5 4.72 15.49 45.35 1.90 4.19 0.96 silty clay tD clay UNDFND UNDFD 29 30 UNDF 5.02 16.47 57.73 1.63 2.B2 1.00 sandy silt tD clayey silt UNDFND UNDFD 22 22 UNDF 5.12 16.BO 8B.~0 1.94 2.19 1.04 silty sand to sandy silt 60-70 40-42 2B 2B >0.5 5.42 17.78 B1.b6 2.74 3.36 1.0B sandy silt tD clayey silt UNDFND UNDFD 31 30 UNDF 5.52 18.11 76.97 1.97 2.56 1.12 sandy silt tD clayey silt UNDFND UNDFD 29 2B UNDF 5.B2 19.09 27.30 1.30 4.77 1.16 clay UNDFND UNDFD 26 25 UNDF 5.92 19.42 1B.70 0.70 3.74 1.20 silty clay tD clay UNDFND UNDFD 12 11 UNDF 6.22 20.41 22.41 0.72 3.23 1.24 clayey silt to silty clay UNDFND UHDFD 11 10 UNDF 6.32 20.73 57.38 0.91 1.59 1.29 silty sand tD sandy silt 40-50 36-38 18 16 .25. 6.62 21.72 19.62 0.59 3.01 1.33 clayey silt to silty clay UHDFHD UNDFD 9 B UNDF 6.72 22.05 20.91 0.53 2.53 1.37 clayey silt to silty clay UNDFND UNDFD 10 9 UNDF 7.02 23.03 b9.22 1.33 1.92 1.41 silty sand tD sandy silt 50-60 36-3B 22 19 .2B. 7.12 23.3b 16... 0.10 0.60 1.45 sandy silt tD clayey silt UNDFND UNDFD 6 5 UNDF 7.42 24.34 25.Bl 0.41 1.59 1.49 sandy silt tD clayey silt UNDFND UNDFD 10 B UNDF 7.52 24.67 46.41 I.BB 4.05 1.51 clayey silt tD silty clay UNDFND UNDFD 22 IB UNDF I I II I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- I I Dr - All sands IJaliDlkowski et al. 1985! PHI - RDbertson and Caloanella 19B3 CSR: Seed et a1. 19B3 - ~:7.5 x - Seed's cDrrectiDn DI 7.5 blDws/IDot has been applied tD Nl II) DvercDnsDlidated Dr celented II IIII NDte: FDr interpretatiDn purpDses the PLOTTED CPT PROFILE shDuld be used with the TABULATED OUTPUT IrDI CPTINTRI I Iv 3.04) 1111 \Cpo.. I Sc:ha~+~r- DixCln A~~Clc:iat~~ I Engineer SDA On Site Lac: CPT-17 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc (avg) Fs (avg) Rf (avg) SI6V' SOIL 8EHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (nters) (feet) (tsf) (tsf) (%) (tsf) (%) deg. N N1 ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.66 61.95 3.46 5.59 1.53 very stiff fine grained I.) UNDFND UNDFD >50 49 UNDF 7.92 25.98 28.35 1.45 5.11 1.55 clay UNDFND UNDFD 27 " UNDF -- 8.22 26.97 46.14 2.72 5.89 1.57 clay UNDFND UNDFD 44 36 UNDF 8.32 27.30 33.36 1.92 5.76 1.59 clay UNDFND UNDFD 32 26 UNDF I 8.62 28.28 38.17 2.09 5.47 1.61 clay UNDFND UNDFD 37 29 UNDF 8.72 28.61 53.76 3.19 5.93 1.63 clay UNDFND UNDFD >50 41 UNDF 9.02 29.59 44.57 1.97 4.41 1.65 silty clay to clay UNDFND UNDFD 28 22 UNDF I 9.12 29.92 29.92 0.92 3.07 1.67 clayey silt to silty clay UNDFND UNDFD 14 11 UNDF 9.43 30.94 32.19 1.51 4.69 1.69 clay UNDFND UNDFD 31 24 UNDF 9.53 31. 27 14.96 0.14 0.94 1.71 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF I 9.83 32.25 19.42 0.28 1.42 1.73 sandy silt to clayey silt UNDFND UNDFD 7 6 UNDF 9.93 32.58 24.69 0.68 2.75 1.76 clayey silt to silty clay UNDFND UNDFD 12 9 UNDF 10.23 33.56 36.52 1.70 4.65 1. 78 silty clay to clay UNDFND UNDFD 23 18 UNDF 10.33 33.89 23.46 0.42 1.79 1.80 sandy silt to clayey silt UNDFND UNDFD 9 7 UNDF I 10.63 34.88 30.69 0.59 1. 92 1.82 sandy silt to clayey silt UNDFND UNDFD 12 9 UNDF 10.73 35.20 23.84 0.40 1.68 1.84 sandy silt to clayey silt UNDFND UNDFD 9 7 UNDF 11.03 36.19 80.53 2.40 2.98 1.86 sandy silt to clayey silt UNDFND UNDFD 31 23 UNDF I 11.13 36.52 60.01 2.45 4.08 1.88 clayey silt to silty clay UNDFND UNDFD 29 21 UNDF 11.43 37.50 85.75 1.84 2.15 1.90 silty sand to sandy silt 50-60 36-38 27 20 .30x 11.53 37.83 75.31 1.67 2.22 1.92 silty sand to sandy silt 40-50 36-38 24 18 .27x 11.83 38.81 47.49 1.15 2.42 1.94 sandy silt to clayey silt UNDFND UNDFD 18 13 UNDF I 11.93 39.14 62.94 1.62 2.57 1.96 sandy silt to clayey silt UNDFND UNDFD 24 17 UNDF 12.23 40.12 43.61 0.71 1.62 1.98 silty sand to sandy silt (40 32-34 14 10 .18x 12.33 40.45 26.39 0.59 2.24 2.00 sandy silt to clayey silt UNDFND UNDFD 10 7 UNDF I 12.63 41.44 97.94 1.91 1.95 2.02 silty sand to sandy silt 50-60 36-38 31 22 .33x 12.73 41.77 54.32 1.63 3.00 2.04 sandy silt to clayey silt UNDFND UNDFD 21 15 UNDF 13.03 42.75 58.54 0.97 1.65 2.06 silty sand to sandy silt 40-50 34-36 19 -13 .22x I 13.13 43.08 134.09 2.69 2.01 2.08 silty sand to sandy silt 60-70 38-40 43 30 )0.5 13.43 44.06 27.17 0.55 2.02 2.10 sandy silt to clayey silt UNDFND UNDFD 10 7 UNDF , 13.53 44.39 29.88 0.52 1.74 2.12 sandy silt to clayey silt UNDFND UNDFD 11 8 UNDF 13.83 45.37 204.65 2.13 1.04 2.15 sand 70-80 40-42 39 27 .29 I 13.93 45.70 509.58 5.77 1.13 2.17 sand )90 44-46 )50 >50 >0.5 14.23 46.69 516.69 6.41 1.24 2.19 sand )90 44-46 >50 >50 )0.5 14.33 47.01 158.61 2.22 1.40 2.21 sand to silty sand 60-70 38-40 38 26 .28 I 14.63 48.00 54.47 1.30 2.39 2.23 sandy silt to clayey silt UNDFND UNDFD 21 14 UNDF 14.73 48.33 65.66 1.24 1.89 2.25 silty sand to sandy silt 40-50 34-36 21 14 .23, 15.03 49.31 41.45 0.85 2.05 2.27 sandy silt to clayey silt UNDFND UNDFD 16 11 UNDF I 15.13 49.64 46.28 0.80 1. 73 2.29 silty sand to sandy silt (40 30-32 15 10 .18, 15.43 50.62 22.24 0.46 2.07 2.31 sandy silt to clayey silt UNDFND UNDFD 9 6 UNDF 15.53 50.95 83.85 0.71 0.85 2.33 sand to silty sand 40-50 36-38 20 13 .14 15.83 51.94 230.37 1.50 0.65 2.35 sand 70-80 40-42 44 29 .32 I 15.93 52.26 254.96 -13.93 -5.46 2.37 undefined UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- I Or - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 , - Seed's correction of 7.5 blows/foot has been applied to Nl (.) overconsolidated or celented II .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TA8ULATED OUTPUT frol CPTINTR1 (v 3.04) UU I ,'1fJ II Sch_~~~~ Dix~n Ass~ci_t~s I Engineer SDA On Site Loc: CPT-17 Page No. 3 I DEPTH (.eters) Ifeet) Qc lavg) ltsf) Fs (avg) (tsf) Rf (avg) m SI6V' (tsf) SOIL BEHAVIOUR TYPE Eq - Dr PHI m deg. SPT SPT CSR N NI -----------------------._---------------------------------------------------------------------------------------------------------- II------::-~--:~~-:::::-~:::::~::::::-::-:~~-~:::~------::~-~-----:::::::::-:::-::::::::::-::::--------:::~-::::-::-:~~-~:::-~-::~~:- II 1111 Hote: For interpretation purposes the PLOTTED CPT PROFILE should be used .i!h the TABULATED OUTPUT fro. CPTINTRl Iv 3.04) 1111 I II I I I I I I II I I I I II \"-1\ I I Sc=h.a.Ee-FEe..... Dix~~ A.s.s~c=i.a.tEe.s Enginee~ SDA CPT Date : 12-22-88 On Site Loc: CPT-18 Cone Used : I Job No. : 9R4332C Wate~ table (mete~s) : 8.18 I Tot. Unit Wt. (avg) : 125 pcf ----------------------------------------------------------------------------------------------------------------------------------- DEPTH Dc (avgl Fs lavg) RI lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR Iletm) Ifeet) Itsfl Itsfl (Xl Itsl) (Xl deg. N NI II ----~~;;-----~~;;-----;;~~;--------~;~--------~~;~--------~~~;----~~;;~-~~~;-;~-~~~;~-~~~;--------;;~------;;;----~~---;;~---;~~; 0.33 1.0B 129.BO 1.29 0.99 0.06 sand to silty sand )90 )4B 31 )50 )0.5 0.63 2.07 U.04 1.97 2.29 0.10 silty sand to sandy silt )90 )4B 27 >50 >0.5 0.73 2.40 B6.B3 2.19 2.52 0.14 sandy silt to clayey silt UNDFND UNDFD 33 >50 UNOF 1.03 3.3B 74.21 1.71 2.31 O.IB sandy silt to clayey silt UNDFND UNOFD 2B )50 UNDF 1.13 3.71 116.2B 3.05 2.62 0.22 silty sand to sandy silt >90 46-4B 37 )50 )0.5 1.43 4.69 134.41 5.20 3.B7 0.26 sand to clayey sand II) UNDFND UNDFD >50 >50 UNDF 1.53 5.02 132.13 5.13 3.B8 0.30 sand to clayey sand II) UNDFND UNDFD >50 )50 UNDF I.B3 6.00 132.29 4.63 3.50 0.34 sandy silt to clayey silt UNDFND UNDFD >50 >50 UNDF 1.93 6.33 95.50 2.BB 3.02 0.39 sandy silt to clayey silt UNDFND UNDFD 37 >50 UNDF 2.23 7.32 80.64 3.28 4.06 0.43 clayey silt to silty clay UNDFND UNDFD 39 >50 UNDF 2.33 7.64 BB.74 2.33 2.63 0.47 sandy silt to clayey silt UNDFND UNDFD 34 >50 UNDF 2.62 8.60 92.69 1.94 2.09 0.51 silty sand to sandy silt 70-80 42-44 30 42 >0.5 2.72 B.92 B7.64 1.93 2.20 0.55 silty sand to sandy silt 70-BO 42-44 2B 3B )0.5 3.02 9.91 74.02 2.12 2.87 0.59 sandy silt to clayey silt UNDFND UNDFD 28 37 UNDF 3.12 10.24 86.91 1.83 2.11 0.63 silty sand to sandy silt 60-70 42-44 2B 35 >0.5 3.42 11.22 59.28 0.79 1.33 0.67 silty sand to sandy silt 50-60 40-42 19 23 .35. 3.52 11.55 36.00 0.46 1.2B 0.71 silty sand to sandy silt 40-50 36-3B 11 14 .22. 3.B2 12.53 48.B7 0.90 I.B5 0.75 silty sand to sandy silt 50-60 38-40 16 18 .27. 3.92 12.B6 58.91 1.25 2.12 0.79 sandy silt to clayey silt UNDFND UNDFD 23 26 UNDF 4.22 13.85 0J..7 1.01 1.59 0.83 silty sand to sandy silt 50-60 38-40 20 23 .33. 4.32 14.17 01.20 0.93 1.52 O.BB silty sand to sandy silt 50-60 3B-40 20 21 .3lx 4.62 15.16 66.16 1.00 1.51 0.92 silty sand to sandy silt 50-60 38-40 21 22 .33. 4.72 15.49 40.54 0.90 2.22 0.96 sandy silt to clayey silt UNDFND UNDFD 16 16 UNDF 5.02 16.47 13.14 0.29 2.18 1.00 clayey silt to silty clay UNDFND UNDFD 6 6 UNDF 5.12 16.80 18.79 0.56 2.98 1.04 clayey silt to silty clay UNDFND UNDFD 9 9 UNDF 5.42 17.7B 15.50 0.39 2.49 1.08 clayey silt to silty clay UNDFND UNDFD 7 7 UNDF 5.52 18.11 22.02 0.64 2.91 1.12 clayey silt to silty clay UNDFND UNDFD II 10 UNDF 5.82 19.09 91.05 2.30 2.52 1.16 sandy silt to clayey silt UNDFND UNDFD 35 33 UNDF 5.92 19.42 140.55 3.16 2.25 1.20 silty sand to sandy silt 70-BO 40-42 45 41 )0.5 6.22 2D.41 199.52 3.13 1.57 1.24 sand to silty sand BO-90 42-44 4B 43 >0.5 6.32 20.73 121.04 1.92 1.59 1.29 sand to silty sand 60-70 40-42 29 26 .28. 6.62 21.72 73.9B 1.40 1.90 1.33 silty sand to sandy silt 50-60 3B-40 24 21 .31x 6.72 22.05 51.94 1.60 3.08 1.37 sandy silt to clayey silt UNDFND UNDFD 20 17 UNDF 7.02 23.03 57.84 1.53 2.65 1.41 sandy silt to clayey silt UNDFND UNDFD 22 19 UNDF 7.12 23.36 45.99 1.54 3.35 1.45 clayey silt to silty clay UNDFND UNDFD 22 19 UNDF 7.42 24.34 31.Bl 0.64 2.00 1.49 sandy silt to clayey silt UNDFND UNDFD 12 10 UNDF 7.52 24.67 61.63 1.73 2.BI 1.53 sandy silt to clayey silt UNDFND UNDFD 24 19 UNDF I I I I I I I I I I I I I Dr - All sands (JaliolkoMSki et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - ~=7.5 . - Seed's correction 01 7.5 bloMs/loot has been applied to NI II) overconsolidated or celented IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Mith the TABULATED OUTPUT Irol CPTINTRI I I Iv 3.04) 1111 \'11-' II I Engineer Sc:h__-t=_r- SDA DixC3~ ASOSOC3Ci_t_so On Site Loc: CPT-iS Page No. 2 I DEPTH Qc (avg) Fs lavg) Rf (avg) SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ietersl (/eet! (tsf) (tsf) m (tsf) m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- 7.82 25... 134.71 1.94 1.44 1.57 sand to silty sand bO-70 40-42 32 2. .28 I 7.92 25.98 122.32 1.98 1.62 1.61 sand to silty sand bO-70 38-40 29 23 .25 8.22 2..97 152.69 1.47 0.9. I..S sand to silty sand 70-80 40-42 37 29 .31 8.32 27.30 199.45 1.43 0.72 1..9 sand 70-80 40-42 38 30 .33 I 8..2 28.28 184.92 1.06 0.58 1.71 sand 70-80 40-42 35 27 .30 8.72 28.1>1 173.95 0.70 0.40 1. 73 sand 70-80 40-42 33 2. " .., 9.02 29.59 149.0. 0..9 0.4. 1.75 sand 70-80 40-42 29 22 .23 I 9.12 29.92 155.98 0.84 0.54 1.77 sand 70-80 40-42 30 23 .24 9.43 30.94 121.75 0.43 0.35 1.79 sand .0-70 38-40 23 18 .18 9.53 31.27 126.74 0.22 0.17 1.81 sand .0-70 38-40 24 18 .19 9.83 32.25 79.62 -4.18 -5.25 1.83 undefi ned UNDFND UNDFD UDF UDF UNDF I 9.93 32.58 0.00 -13.93 0.00 1.85 undefined UNDfND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (JaliolkoMSki et al. 19851 PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 II IIII Note: For interpretation purposes the PLOTTED CPT PRDFILE should be used Mith the TABULATED OUTPUT frol CPTINTRI (v 3.04) IIIl I I II I I I I I I I \ ,,'tJ I I Sc::hcaE9~E9r- Dixc:trt A!S!Sc:tc::icatE9!S Engineer SDA CPT Date : 12-22-88 On Site Lac: CPT-19 Cone Used : I Job No. 9R4332C Water table (meters) : 7.6 II-------~-~-~~---~~~_:_-~:_:__:_:~~-~-_:_--=::~-~~~--------------------------------------------------------------------------- DEPTH Qc (avgl Fs lavgl Rf (avgl SI6V' SDIL BEHAVIDUR TYPE Eq - Dr PHI SPT SPT CSR Ileters) lfeetl (tsfl Itsfl (%) (tsfl (%) deg. N HI 1I-----~:;;-----~:;;-----~9,~;_-------~~;--------~:~;--------~~~;----:~~~~-:~~;-;~~~~~~~-:~~;-----~;~;;~---~;;;~-----;----~;---~;~; 0.33 1.08 53.89 1.43 2.65 0.06 sandy silt to clayey silt UNDFND UNDFD 21 >50 UNDF 0.63 2.07 82.28 3.Gb 3.72 0.10 clayey silt to silty clay UNDFND UNDFD 39 >50 UNDF 0.73 2.40 57.97 2.19 3.78 0.14 clayey silt to siltv clay UNDFND UIlDFD 28 >50 UNDF 1.03 3.38 69.02 1.83 2.65 0.18 sandy silt to clayey silt UNDFND UNDFD 26 )50 UNDF 1.13 3.71 226.02 6.18 2.73 0.22 silty sand to sandy silt >'10 >48 >50 >50 >0.5 1.43 4.69 335.84 9.83 2.93 0.26 sand to clayey sand (t) UIlIlfND UNDFD >50 >50 UNDF 1.53 5.02 271.75 7.59 2.79 0.30 silty sand to sandy silt >90 >48 >50 >50 >0.5 1.83 6.00 184.55 5.25 2.85 0.34 silty sand to sandy silt )'10 46-48 )50 >50 )0.5 1.93 6.33 107.14 2.62 2.45 0.39 silty sand to sandy silt BO-90 44-46 34 >50 >0.5 2.23 7.32 75.38 1.59 2.1\ 0.43 silty sand to sandy silt 70-80 42-44 24 37 >0.5 2.33 7.64 6B.17 1.08 1.58 0.47 silty sand to sandy silt .0-70 42-44 22 32 >0.5 2.62 8.60 85.64 1.58 1.84 0.51 silty sand to sandy silt 70-80 42-44 27 39 >0.5 2.72 8.92 89.08 1.58 1.77 0.55 silty sand to sandy silt 70-80 42-44 28 39 >0.5 3.02 9.91 86.23 1.82 2.1\ 0.59 silty sand to sandy silt 70-80 42-44 28 36 >0.5 3.12 10.24 76.12 1.84 2.42 0.63 sandy silt to clayey silt UNDFND UNDFD 29 37 UNDF 3.42 1\.22 74.61 2.46 3.30 0.67 sandy silt to clayey silt UNDFND UNDFD 29 35 UNDF 3.52 1\.55 33.70 1.53 4.54 0.71 silty clay to clay UIIDFND UD 22 26 UNDF 3.82 12.53 35.26 1.17 3.32 0.75 clayey silt to silty clay UIlDFIlD UllDfD 17 20 UNDF 3.92 12.86 17.34 0.57 3.29 0.79 clayey silt to silty clay UNDFND UIlDFD 8 9 UIIDF 4.22 13.85 13.94 0.35 2.49 0.83 clayey silt tD silty clay UllllfND UNlIFD 7 7 UNDF 4.32 14.17 11.52 0.27 2.34 0.88 clayey silt to silty clay UNDFND UNDFD 6 6 UNDF 4.62 15.16 1\.19 0.22 1.94 0.92 clayey silt to silty clay UllDfND UNDFD 5 6 UNDF 4.72 15.49 15.05 0.32 2.13 0.96 clayey silt to silty clay UNDFND UNDFD 7 7 UNDF 5.02 16.47 14.17 0.28 2.00 1.00 clayey silt to silty clay UIlDFND UNDFD 7 7 UNDF 5.12 16.80 18.15 0.34 1.87 1.04 clayey silt to silty clay UNDFND UNDFD 9 9 UNDF 5.42 17.78 19.89 0.48 2.43 1.08 clayey silt to silty clay UNDFND UNDFD 10 9 UNDF 5.52 18.1\ 16.07 0.31 1.93 1.12 clayey silt to silty clay UNDFND UNDFD 8 7 UNDF 5.82 19.09 15.61 0.27 1.71 1.16 clayey silt to silty clay UNDFND UNDFD 7 7 UNDF 5.92 19.42 5.91 0.49 8.29 1.20 undefined UNDFND UNDFD UDF UDF UNDF 6.22 2D.41 16.66 0.56 3.34 1.24 silty clay to clay UNDFND UNDFD 1\ 10 UNDF 6.32 20.73 24.18 0.84 3.47 1.29 clayey silt to silty clay UNDFND UNDFD 12 10 UNDF 6.62 21.72 24.71 0.95 3.84 1.33 silty clay to clay UNDFND UNDFD 16 14 UNDF 6.72 22.05 27.58 1.35 4.89 1.37 clay UNDFND UNDFD 26 23 UNDF 7.02 23.03 27.04 1.47 5.44 1.41 clay UNDFND UNDFD 26 22 UNDF 7.12 23.36 48.71 2.74 5.63 1.45 clay UNDFND UNDFD 47 39 UNDF 7.42 24.34 61.83 3.45 5.58 1.49 very stiff fine grained (t) UNDFND UNDFD >50 49 UNDF 7.52 24.67 116.1\ 4.07 3.51 1.53 sandy silt to clayey silt UNDFND UNDFD 44 36 UNDF I II I I I II I I II I I -----------------------------------------------------------------------.----------------------------------------------------------- I I Dr - All sands IJaliolkolski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - N=7.5 x - Seed's correction of 7.5 blOis/foot has been applied to NI 1*1 overconsolidated or celented **** Note: For interpretation purposes the PLOTTED CPT PROFILE should be used lith the TABULATED DUTPUT frol CPTINTRI (v 3.04) **** I \/,\1>1. I I I Engineer Sch~~~_r Dix~n A~~~ci~t~~ SDA On Site Lac: CPT-19 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc (avg) Fs (avg) Rf (avg) (Ieters) Ifeet! Itsf) (hf) (%) SI6V' Itsl) SDIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR IU deg. N ~ ----------------------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I 7.82 25.66 136.B5 3.63 2.65 1.57 silty sand to sandy silt 60-70 40-42 44 35 )0.5 7.92 25.98 195.46 3.811 1.99 1.59 silty sand to sandy silt 70-80 40-42 )50 )50 )0.5 8.22 26.97 202.58 2.96 1.46 1.61 sand to silty sand 80-90 42-44 49 39 )0.5 8.32 27.30 57.55 2.44 4.24 1.63 clayey silt to silty clay UNDFND UNDfO 28 22 UNDF 8.62 28.28 44.68 2.03 4.54 1.65 silty clay to clay UIIDAlD UNDFD 29 22 UNDF 8.72 28.61 33.92 1.38 4.07 1.67 silty clay to day UNDFNO UNDFD 22 17 UNDF 9.02 29.59 83.51 2.62 3.14 1.69 sandy silt to clayey silt UNDFIID UNDFD 32 25 UNDF 9.12 29.92 56.44 1.77 3.14 1.71 sandy silt to dayey silt UNDFND UIIDfIl 22 17 UNDf 9.43 30.94 26.05 0.85 3.25 1.73 clayey silt to silty clay UNDfND UNDFD 12 10 UNDF 9.53 31.27 24.61 0.92 3.74 1.75 silty clay to clay UNDFIID UNDFD 16 12 UNDF 9.83 32.25 28.53 1.13 3.95 1.77 silty clay to clay UNDFIID UNDFD 18 14 UNDF 9.93 32.58 18.91 0.89 4.71 1.79 clay UNDFND UNDFD 18 14 UNDF 10.23 33.56 20.13 0.74 3.68 1.81 silty clay to clay UIIDFND UIIDFD 13 10 UNDF 10.33 33.89 15.22 0.39 2.56 1.83 clayey silt to silty clay UNDFND UNDFO 7 5 UNDf 10.63 34.88 22.87 0.72 3.15 1.85 clayey silt to silty clay UNDFND UNDFD II 8 UNDF 10.73 35.20 39.23 0.81 2.06 1.87 sandy silt to clayey silt UNDFND UNDFD 15 II UNDF 11.03 36.19 26.10 1.04 4.00 1.89 silty clay to clay UNDFND UNDfD 17 12 UNDF 11.13 36.52 45.01 1.55 3.44 1.92 clayey silt to silty clay UNDFND UNDFD 22 16 UNDF 11.43 37.50 83.97 2.61 3.11 1.94 sandy silt to clayey silt UNDFND UNDFD 32 23 UNDF 11.53 37.83 30.98 1.67 5.39 1.96 clay UNDFND UNDFD 30 21 UNDF 1l.83 38.81 22.37 0.74 3.32 1.98 dayey silt to silty clay UNDFIID UNDFD 11 8 UNDF 11.93 39.14 30.86 1.39 4.50 2.00 silty clay to clay UNDFND UNDFD 20 14 UNDF 12.23 40.12 18.29 0.62 3.39 2.02 clayey silt to silty clay UNDFND UNDFD 9 6 UNDF 12.33 40.45 19.59 0.67 3.42 2.04 clayey silt to silty clay UNDFND UNDFD 9 7 UNDF 12.63 41.44 32.47 0.58 1.78 2.06 sandy silt to clayey silt UNDFND UNDfD 12 9 UNDF 12.73 41.77 18.36 0.50 2.72 2.08 clayey silt to silty clay DND UIIDFD 9 6 UNDF 13.03 42.75 26.03 0.36 1.37 2.10 sandy silt to clayey silt UNDFIID UNDFD 10 7 UNDF 13.13 43.08 14.75 0.49 3.32 2.12 silty clay to clay UNDFND UNDFD 9 7 UNDF 13.43 44.06 73.89 1.66 2.25 2.14 silty sand to sandy silt 40-50 34-36 24 16 .25x 13.53 44.39 18.23 0.40 2.19 2.16 dayey silt to silty clay UNDFND UNDFD 9 6 UNDf 13.83 45.37 11.35 0.42 3.67 2.18 clay UNDAlD UNDfD II 7 UNDF 13.93 45.70 7.52 0.11 1.46 2.20 clayey silt to silty clay UNDFND UIfDFD 4 2 UNDF 14.23 46.69 22.43 0.24 1.06 2.22 sandy silt tD clayey silt UNDAlD UNDFD 9 6 UNDF 14.33 47.01 1l.77 0.15 1.27 2.24 clayey silt to silty day UNDFND UNDFD 6 4 UNDF 14.63 48.00 12.84 0.30 2.31 2.26 clayey silt to silty clay UNOFNO UNDFD 6 4 UNDF 14.73 48.33 12.79 0.30 2.35 2.28 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF 15.03 49.31 12.B5 0.33 2.54 2.31 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF 15.13 49.64 11.94 0.40 3.35 2.33 silty day to clay UNDFIIO UNDfD 8 5 UNDF 15.43 50.62 8.94 0.21 2.39 2.35 silty clay to clay UNDFIID UNDFD 6 4 UNDF 15.53 5M5 7.95 0.23 2.89 2.37 silty clay to clay UNDFND UIIDFD 5 3 UNDF 15.83 51.94 8.81 0.19 2.12 2.39 silty clay to clay UNDFND UNDFD 6 4 UNDF Il---~~:~~----:~:~~------::~~--------~:~~--------~:~~--------~:~~-------~~~~~-~~~~-~~-~~~~---------~~~~~~---~~~~~-----~-----~---~~~~ I Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction 01 7.5 blowsffoot has been applied to NI II.... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRI Iv 3.04) .... \,\-6 I I I Engineer- Sch_~~~r Dix~n A__~ci_t~_ SDA On Site Loc: CPT-19 Page No.3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avg) Fs (avgl Rf (avg) Ileters) IfeeU (tsf) (tsll 11) SI6V' (tsf) SOIL 8EHAVIOUR TYPE Eq - Or PHI SPT SPT CSR m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I I I I I 1111 Note: For interpretation purposes the PlOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRI I I I I I I I I I I I 16.23 16.33 16.63 16.73 17.03 17.13 17.43 17.53 17.83 17.93 53.~ 53.58 54.56 54.89 55.87 56.20 57.19 57.51 58.50 58.83 9.61 17.64 31.86 28.31 14.9'1 18.32 27.31 39.19 60.27 61.24 0.19 0.45 0.73 0.66 0.32 0.40 0.73 1.82 3.83 -13.93 1.98 2.55 2.30 2.33 2.16 2.18 2.67 4.64 6.36 -22.75 2.43 2.45 2.47 2.49 2.51 2.53 2.55 2.57 2.59 2.61 clayey silt to silty clay clayey silt to silty clay sandy silt to clayey silt sandy silt to clayey silt clayey silt to silty clay clayey silt to silty clay clayey silt to silty clay silty clay to clay very stiff fine grained (II undtf i ned UNDFND UNDFND UllDFND UNDFND UNDFND UNDFND UNDFIIO UlIDFND UIlDFIIO UlIDFND UNDFD UNDFO UNDFD UNDFO UNDFO UNDfD UNDFO UNDFO UlIDFD UNDFO 5 3 8 5 12 8 II 7 7 5 9 6 13 8 ~ 16 }50 36 UDF UDF UNDF UNDF UNDF UNDF UNDF UNDF UNDF UNDF UNDF UIIDF ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jaliolkowski et al. 19851 PHI - Robertson and Calpanella 1983 (I) overconsolidated or celented CSR: Seed et al. 1983 - "=7.5 Iv 3.04) 1111 {\to I I Sc:haeo-f'eor"" Dix~n A__~c:iateo_ Engineer SDA CPT Date : 12-22-88 On Site Loe: CPT-20 Cone Used : I Job No. 9R4332C Water table (meters) : 7.77 II-------~-~::~---~~~-=-~:_:_-~-~~~-~-_:._-~::::_~~~--------------------------------------------------------------------------- DEPTH Dc (avgl Fs (avg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) Ifeetl (tsf) Itsf) m (tsfl m deg. H HI 1I-----~~;;----~~;----_;;:;;--------0.S6--------~:~;--------~:~----~~~~;-~;;-;~-~;~;~;-~~;;-----~;;;~---~;;;~----~;---;;~--~;;; 0.33 1.08 B3.B5 2.25 2.68 0.06 sandy silt to cliyey silt UHDFHD UHDFD 32 )50 UHDF 0.63 2.07 66.29 2.24 3.38 0.10 sandy silt to cliyey silt UHMHD UHMD 25 )50 UHDF 0.73 2.40 61.84 2.31 3.74 0.14 cliyey silt to silty cliy UIDFND UHDFD 30 )50 UHDF 1.03 3.38 43.71 1.37 3.14 0.18 clayey silt to silty clay UIDFHD UHDFD 21 50 UHDF 1.13 3.71 32.17 0.89 2.77 0.22 sandy silt to clayey silt UIDFND UIDFD 12 27 UHDF 1.43 4.69 33.76 1.13 3.35 0.26 cliyey silt to silty clay UNDFID UHDFD 16 32 UIDF 1.53 5.02 36.38 1.15 3.16 0.30 cliyey silt to silty clay UIDFID UIDFD 17 32 UHDF 1.83 6.00 30.62 1.08 3.53 0.34 clayey silt to silty clay UHMID UIDFD 15 25 UIDF 1.93 6.33 33.15 1.16 3.50 0.39 cliyey silt to silty clay UNDFND UHDFD 16 26 UNDF 2.23 7.32 48.38 1.79 3.70 0.43 cliyey silt to silty clay UIDFND UIDFD 23 36 UNDF 2.33 7.64 52.32 2.11 4.03 0.47 clayey silt to silty clay UIDFND UNDFD 25 37 UNDF 2.62 8.60 65.88 I.B6 2.82 0.51 sandy silt to clayey silt UNDFID UIDFD 25 36 UNDF 2.72 8.92 87.72 2.27 2.59 0.55 sandy silt to clayey silt UNDFND UHDFD 34 46 UNDF 3.02 9.91 74.15 2.01 2.72 0.59 sandy silt to clayey silt UIDFND UNDFD 28 37 UNDF 3.12 10.24 62.14 1.23 1.'18 0.63 silty sand to sandy silt 50-60 40-42 20 25 .39x 3.42 11.22 31.07 1.14 3.66 0.67 cliyey silt to silty clay UIDFND UIDFD 15 18 UNDF 3.52 11.55 27.97 1.12 4.00 0.71 silty clay to clay UNDFND UIIDFD 18 21 UNDF 3.82 12.53 40.83 1.38 3.39 0.75 clayey silt to silty cliy UIDFHD UIDFD 20 23 UNDF 3.92 12.86 33.70 1.47 4.36 0.79 silty cliy to clay UNDFND UNDFD 22 24 UNDF 4.22 13.85 37.90 1.75 4.63 0.83 silty clay to clay UHDFND UHDFD 24 27 UIDF 4.32 14.17 30.77 1.58 5.13 0.88 clay UIDFND UHDFD 29 32 UNDF 4.62 15.16 49.70 1.44 2.90 0.92 sandy silt to clayey silt UHMHD UNDFD 19 20 UHDF 4.72 15.49 23.63 1.05 4.44 0.96 clay UIDFHD UHDFD 23 23 UHDF 5.02 16.47 17.75 0.66 3.74 1.00 silty clay to clay UHllFND UNDFD II II UHDF 5.12 16.80 16.15 0.59 3.65 1.04 silty clay to clay UNDFND UIIDFD 10 10 UNDF 5.42 17.7B 16.22 0.50 3.10 I.OB clayey silt to silty clay UIDFND UHDFD 8 8 UNDF 5.52 1B.1I 10.97 0.23 2.10 1.12 clayey silt to silty clay UIDFND UIDFD 5 5 UNDF 5.B2 19.09 10.92 0.27 2.50 1.16 silty clay to clay UNDFND UNDFD 7 7 UNDF 5.92 19.42 11.82 0.31 2.62 1.20 silty clay to clay UIDFND UIIDFD 8 7 UNDF 6.22 20.41 11.61 0.39 3.39 1.24 silty clay to clay UNDFND UNDFD 7 7 UNDF 6.32 20.73 10.37 0.27 2.60 1.29 silty clay to clay UIDFND UNDFD 7 6 UNDF 6.62 21.72 15.37 0.58 3.79 1.33 silty clay to clay UHDFND UNDFD 10 9 UNDF 6.72 22.05 29.45 1.02 3.46 1.37 clayey silt to silty clay UNDFND UHDFD 14 12 UHDF 7.02 23.03 119.24 1.99 1.67 1.41 silty sand to sandy silt 60-70 40-42 38 32 >0.5 7.12 23.36 172.72 2.26 1.31 1.45 sand to silty sand 70-80 40-42 41 35 .48x 7.42 24.34 95.77 1.33 1.39 1.49 sand to silty sand 50-60 38-40 23 19 .20 7.52 24.67 16.07 0.20 1.24 1.53 sandy silt to clayey silt UNDFND UNDFD 6 5 UNDF I I I I I I I II I I I -----.---------.----------------------------.----------------------._-------------------------------------------------------------- I Dr - All sands lJaliolko.ski et al. 19851 PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 I x - Seed's correction of 7.5 blo.s/foot has been applied to HI IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used .ith the TABULATED OUTPUT frol CPTIHTRl I II Iv 3.04) 1111 ,-<,,1 I Sc:hal.EP-f'EPr- Dix~n A~_~c:ial.tEP~ I Engineer- SDA On Site Lac: CPT-20 Page No. 2 -----------------------------------------------------------------------------------------------------------------------.----------- I DEPTH Dc lavg) Fs lavg) Rf lavgl SI6Y' SDIL BEHAYIOUR TYPE Eq-Dr PHI SPT SPT CSR laeters) Ifeetl (tsf) (tsl) III Itsf) m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- 7.B2 25.66 18.43 0.17 0.90 1.57 sandy silt to clayey silt UNDFND UNDFD 7 6 UNDF I 7.92 25.98 16.92 0.15 0.89 1.60 sandy silt to clayey silt UNDFND UNDFD 6 5 UNDF 8.22 26.97 15.98 0.13 0.81 1.62 sandy silt to clayey silt UNDFND UNDFD 6 5 UNDF 8.32 27.30 17.21 0.23 1.34 1.64 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF I 8.62 28.28 96.28 0.77 0.80 1.66 sand to silty sand 50-60 38-40 23 18 .19 8.72 28.61 112.12 2.04 1.82 1.69 silty sand to sandy silt 60-70 38-40 36 28 >0.5 9.02 29.59 24.84 0.61 2.46 1.71 clayey silt to silty clay UNDFND UNDFD 12 9 UNDF I 9.12 29.92 23.55 0.44 1.87 1.73 sandy silt to clayey silt UNDFIID UIlDFD 9 7 UNDF 9.43 30.94 18.33 0.33 1.82 1.75 sandy silt to clayey silt UIIIlfIII) UNDFD 7 5 UHDF 9.53 31.27 15.09 0.27 1.79 1.77 clayey silt to silty clay UNDFND UNDfD 7 5 UNDF 9.83 32.25 30.74 0.85 2.75 1.79 sandy silt to clayey silt UNDFND UIlDfD 12 9 UNDF I 9.93 32.58 93.46 1.82 1.95 1.81 silty sand to sandy silt 50-60 36-38 30 22 .33x 10.23 33.56 38.50 0.77 2.01 1.83 sandy silt to clayey silt UNDFIlD UNDFD 15 II UNDF 10.33 33.89 12.67 0.33 2.60 1.85 clayey silt to silty clay UNDFIID UNDFD 6 5 UNDF I 10.63 34.8B 13.85 0.28 2.02 1.87 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 10.73 35.20 15.51 0.28 1.81 1.89 clayey silt to silty clay UNDFND UNDfD 7 5 UNDF 11.03 36.19 19.71 0.64 3.23 1.91 clayey silt to silty clay UNDFND UNDFD 9 7 UHDF I 11.13 36.52 30.56 1.83 5.99 1.93 clay UNDFND UNDFD 29 21 UNDF 11.43 37.50 30.91 1.95 6.30 1.95 clay UNDFIlD UIlDfD 30 21 UNDF 11.53 37.83 26.18 1.02 3.90 1.97 silty clay to clay UNDFND UIlDFD 17 12 UNDF 11.83 38.81 102.47 2.72 2.65 1.99 sandy silt to clayey silt UNDfIID UNDFD 39 28 UHDf I 11.93 39.14 57.12 2.95 5.16 2.01 silty clay to clay UIlDFND UNDFD 36 26 UNDF 12.23 40.12 109.43 3.35 3.06 2.04 sandy silt to clayey silt UIUlfND UIlDfD 42 30 UNDF 12.33 40.45 144.08 3.30 2.29 2.06 silty sand to sandy silt 60-70 38-40 46 32 >0.5 I 12.63 41.44 132.77 3.55 2.68 2.08 silty sand to sandy silt 60-70 38-40 42 30 >0.5 12.73 41.77 175.14 3.88 2.22 2.10 silty sand to sandy silt 70-80 40-42 >50 39 >0.5 13.03 42.75 173.71 3.04 1.75 2.12 sand to silty sand 70-80 40-42 42 29 .32x I 13.13 43.08 154.74 3.15 2.04 2.14 silty sand to sandy silt 60-70 38-40 49 34 >0.5 13.43 44.06 259.52 3.63 1.40 2.16 sand to silty sand 80-90 40-42 >50 43 >0.5 13.53 44.39 293.29 1.90 0.65 2.18 sand 80-90 42-44 >50 39 >0.5 13.83 45.37 247.14 0.94 0.38 2.20 sand 80-90 40-42 47 32 .38x I 13.93 45.70 227.89 -13.93 -6.11 2.22 undefined UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jaaiolkowski et al. 1985) PHI - Robertson and Caapanella 1983 x - Seed's correction of 7.5 bloNs/foot has been applied to HI III .... Hot:: For interpretation purposes the PLDTTED CPT PROFILE should be used with the TA8ULATED OUTPUT froa CPTINTRI Iv 3.041 .... CSR: Seed et al. 1983 - ~=7.5 I I I I I \~co I Parcel Maps 19089, 21029, 21382 and 21383 Rancho California, Riverside County, California for Johnson & Johnson, Inc. I Associates Schaefer Dixon JOB NUMBER: 9R4332C EXHIBIT NUMeER E-2a '\ I I Sc::h..a~-F~r DiXC3rt A!S!SC3c::i..at~!S Engineer SDA CPT Date : 12-22-88 On Site Lac: CPT-21 Cone Used : I Job No. 9R4332C Water table (meters) : 7.24 II-------~-~~~---~::~_:_-~:_:_--~~~?_~-_:_--~:=~-~~:_-------------------------------------------------------------------------- DEPTH Dc lavg) Fs lavg) . Rf lavg) SI6V' SOIL 8EHAVIOUR TYPE Eq - Dr PHI- SPT SPT CSR litters) lfeet) Itsf) ltsf) m ltsf) m deg. N NI II-----~~;;-----~~;;-----;;~;;--------~~;;--------~~;~--------~~~;----:::~~-:~~;-;:-:~:~~~-:~~;-----~~;;~;---~~;;;----;;---;;~---~~;; 0.33 1.08 99.66 2.24 2.25 0.06 silty sand to sandy silt }90 )48 32 )50 )0.5 0.63 2.07 84.39 2.00 2.37 0.10 silty sand to sandy silt )90 )48 27 )50 >0.5 0.73 2.40 77.86 1.55 1.99 0.14 silty sand to sandy silt 80-90 )48 25 )50 )0.5 1.03 3.38 74.02 1.51 2.04 0.18 silty sand to sandy silt 80-90 46-48 24 >50 )0.5 1.13 3.71 74.16 1.97 2.66 0.22 sandy silt to clayey silt UNDFND UNDFD 28 )50 UNDF 1.43 4.69 46.19 1.41 3.05 0.26 sandy silt to clayey silt UNDFND UNOFD 18 35 UNDF 1.53 5.02 45.56 1.26 2.77 0.30 sandy silt to clayey silt UNDFND UNDFD 17 32 UNDF 1.83 6.00 46.45 1.47 3.17 0.34 clayey silt to silty clay UNDFND UNDFD 22 38 UNDF 1.93 6.33 45.99 1.32 2.87 0.39 sandy silt to clayey silt UNDFND UNOFD 18 29 UNDF 2.23 7.32 37.17 1.12 3.00 0.43 clayey silt to silty clay UNOFND UNDFD 18 28 UNDF 2.33 7.64 28.22 0.84 2.98 0.47 clayey silt to silty clay UNDFND UNDFD 14 20 UNDF 2.62 8.60 35.43 1.08 3.04 0.51 clayey silt to silty clay UNOFND UNDFD 17 24 UNDF 2.72 8.92 34.09 1.22 3.58 0.55 clayey silt to silty clay UNDFND UNDFD 16 22 UNDF 3.02 9.91 36.38 1.02 2.80 0.59 sandy silt to clayey silt UNOFND UNDFD 14 18 UNDF 3.12 10.24 54.40 1.10 2.02 0.63 sandy silt to clayey silt UNDFND UNDFD 21 27 UNDF 3.42 11.22 71.69 1.42 1.98 0.67 silty sand to sandy silt 60-70 40-42 23 28 >0.5 3.52 11.55 81.98 1.42 1.73 0.71 silty sand to sandy silt 60-70 40-42 26 31 )0.5 3.82 12.53 43.10 1.33 3.08 0.75 clayey silt to silty clay UNOFND UNOFD 21 24 UNDF 3.92 12.86 28.99 1.14 3.93 0.79 silty clay to clay UNDFND UNDFD 19 21 UNDF 4.22 13.85 22.51 0.74 3.30 0.83 clayey silt to silty clay UNDFND UNDFD 11 12 UNDf 4.32 14.17 56.10 1.04 1.85 0.88 silty sand to sandy silt 50-60 38-40 18 19 .29~ 4.62 15.16 32.73 0.99 3.04 0.92 clayey silt to silty clay UNDFND UNOFD 16 17 UNDF 4.72 15.49 11.60 0.34 2.93 0.96 silty clay to clay UNDFND UNDFD 7 8 UNDF 5.02 16.47 18.28 0.64 3.50 1.00 silty clay to clay UNDFND UNDFD 12 12 UNDF 5.12 16.80 9.22 0.24 2.60 1.04 silty clay to clay UNOFND UNDFD 6 6 UNDF 5.42 17.78 17.34 0.51 2.92 1.08 clayey silt to silty clay UNDfND UNDFD 8 8 UNDF 5.52 18.11 21.51 0.79 3.67 1.12 silty clay to clay UNDFND UNDFD 14 13 UNDF 5.82 19.09 24.35 0.94 3.87 1.16 silty clay to clay UNDFND UNDfD 16 15 UNDF 5.92 19.42 32.39 1.45 4.48 1.20 silty clay to clay UNDFND UNDFD 21 19 UNDF 6.22 20.41 24.52 0.86 3.52 1.24 clayey silt to silty clay UNDfND UNDFD 12 11 UNDF 6.32 20.73 11.86 0.17 1.43 1.29 clayey silt to silty clay UNDFND UNDFD 6 5 UNDF 6.62 21.72 15.74 0.21 1.31 1.33 sandy silt to clayey silt UNDFND UNDfD 6 5 UNDF 6.72 22.05 17.81 0.42 2.36 1.37 clayey silt to silty clay UNOFND UNDFD 9 7 UNDF 7.02 23.03 22.99 0.60 2.61 1.41 clayey silt to silty clay UNDFND UNDFD 11 9 UNDF 7.12 23.36 20.27 0.54 2.66 1.45 clayey silt to silty clay UNDFND UNDFD 10 8 UNDF 7.42 24.34 15.29 0.48 3.14 1.49 silty clay to clay UNDFND UNDFD 10 8 UNDF 7.52 24.67 12.03 0.32 2.66 1.51 silty clay to clay UNDFND UNDFD B 6 UNDF I I I II I II II I I I I ----------------------------------------------------------------------------------------------------------------------------------- II Dr - All sands IJaliolkoNSki et al. 1985) PHI - Robertson and CalDanella 1983 CSR: Seed et aI. 1983 - .=7.5 II x - Seed's correction of 7.5 bloNS/foDt has been applied to N1 1111 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TA8ULATED OUTPUT frol CPTINTR1 I I Iv 3.04\ 11I1 \{1:P ------ -- I Sch.a.e-Fer- DixC)n AssC)ci.a.tes I Engineer- SDA On Si te Loc: CPT-21 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avq) Fs (avq) Rl lavq) SI6V' SOIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR Ile!ers) (leel) (151) (Is!) (II (Is!) m deq. N Nl ----------------------------------------------------------------------------------------------------------------------------------- I 7.B2 25.66 14.34 0.44 3.09 1.53 silty clay 10 clay UNDFND UNDFD 9 7 UNDF 7.92 25.98 14.07 0.41 2.91 1.55 silly clay 10 clay UNDFND UNDFD 9 7 UNDF 8.22 26.97 35.04 1.04 2.9b 1.57 clayey sill 10 silly clay UNDFND UNDFD 17 14 UNDF B.32 27.30 34.60 0.93 2.69 1.59 sandy silt 10 clayey sill UNDFND UNDFD 13 11 UNDF I B.62 28.28 13.87 0.34 2.45 1.61 clayey sill 10 silly clay UNDFND UNDFD 7 5 UNDF B.72 28.61 15.22 0.30 1.97 1.63 clayey sill 10 silly clay UNDFND UNDFD 7 6 UNDF 9.02 29.59 11.80 0.27 2.32 1.65 clayey sill 10 silly clay UNDFND UNDFD 6 4 UNDF I 9.12 29.92 18.19 0.4B 2.64 1.67 clayey sill 10 silly clay UNDFND UNDFD 9 7 UNDF 9.43 30.94 50.74 1.18 2.33 1.69 sandy sill 10 clayey sill UNDFND UNDFD 19 15 UNDF 9.53 31.27 173.40 3.36 1.94 1.71 silly sand 10 sandy sill 70-80 40-42 >50 43 >0.5 I 9.83 32.25 74.39 1.51 2.03 1.73 silly sand 10 sandy sill 50-60 36-38 24 18 .28)( 9.93 32.58 22.02 1.00 4.54 1.76 clay UNDFND UNDFD 21 16 UNDF 10.23 33.56 17.01 0.72 4.21 1.78 clay UNDFND UNDFD 16 12 UNDF 10.33 33.89 11.73 0.24 2.05 1.80 clayey sill 10 silly clay UNDFND UNDFD 6 4 UNDF I 10.63 34.8B 11.93 0.25 2.10 I.B2 clayey sill 10 silly clay UNDFND UNDFD 6 4 UNDF 10.73 35.20 14.28 0.33 2.31 I.B4 clayey sill 10 silly clay UNDFND UNDFD 7 5 UNDF 11.03 36.19 14.37 0.34 2.34 1.86 clayey sill to silty clay UNDFND UNDFD 7 5 UNDF I 11.13 30.52 14.75 0.36 2.44 I.BB clayey sill 10 silly clay UNDFND UNDFD 7 5 UNDF 11.43 37.50 26.48 O.BO 3.03 1.90 clayey sill 10 silty clay UNDFND UNDFD 13 9 UNDF 11.53 37.B3 121.42 2.56 2.11 1.92 silly sand to sandy sill 60-70 38-40 39 2B >0.5 I 11.B3 3B.Bl 95.10 2.05 2.16 1.94 silly sand 10 sandy sill 50-60 36-38 30 22 .32x 11.93 39.14 19.59 1.09 5.56 1.96 clay UNDFND UNDFD 19 14 UNDF 12.23 40.12 43.03 1.31 3.04 1.98 sandy silt to clayey silt UNDFND UNDFD 16 12 UNDF 12.33 40.45 24.B6 1.07 4.30 2.00 silly clay 10 clay UNDFND UNDFD 16 11 UNDF I 12.63 41.44 19.51 0.67 3.42 2.02 clayey sill to silly clay UNDFND UNllFD 9 7 UNDF 12.73 41.77 125.67 1.39 1.11 2.04 sand 10 silly sand 60-70 38-40 30 21 .22 13.03 42.75 19.11 0.46 2.41 2.06 clayey sill 10 silly clay UNDFND UNDFD 9 6 UNDF I 13.13 43.0B 13.18 0.04 0.30 2.0B sandy sill 10 clayey sill UNDFND UNDFD 5 4 UNDF 13.43 44.06 13.73 0.27 1.94 2.10 clayey sill 10 silly clay UNDFND UNDFD 7 5 UNDF 13.53 44.39 IB.19 0.76 4.IB 2.12 clay UNDFND UNDFD 17 12 UNDF 13.B3 45.37 124.00 2.62 2.11 2.15 silly sand 10 sandy sill 60-70 3B-40 40 27 .4Bx I 13.93 45.70 61.33 2.29 3.73 2.17 clayey sill 10 silly clay UNDFNll UNDFD 29 20 UNDF 14.23 46.69 22.47 0.67 2.9B 2.19 clayey sill to silty clay UNDFND UNDFD 11 7 UNDF 14.33 47.01 21.08 0.61 2.89 2.21 clayey silt to silty clay UNDFND UNDFD 10 7 UNDF I 14.63 48.00 24.74 0.72 2.91 2.23 clayey silt to silty clay UNDFND UNDFD 12 8 UNDF 14.73 4B.33 75.52 1.43 I.B9 2.25 silly sand to sandy silt 40-50 34-36 24 16 .25x 15.03 49.31 108.91 1.99 I.B3 2.27 silty sand to sandy silt 50-60 36-3B 35 23 .35)( I 15.13 49.64 256.91 1.96 0.76 2.29 sand 80-90 40-42 49 33 .39 ---------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jaliolko.ski el al. 19B51 PHI - Roberlson and Calpanella 19B3 CSR: Seed et al. 19B3 - "=7.5 I x - Seed's correclion of 7.5 blo.sifool has been applied 10 N1 111111 Nole: For inlerprelation purposes the PLDTTED CPT PROFILE should be used .ith lhe TABULATED OUTPUT frol CPTINTRl (v 3.04) 1m I I \Cb\ I I I I I I I I I I I I I I I I I I ~r_,I-.,,-,.,. - - -. ,. - ',.,,- ,-,---- -- '- --,-"-" - , ','-_',_ ~>t;.;',,~ .:,;c~~/?s.~"~:,;;-~-",,"c:.;r"'''''::'~:~21':~'~'':;'--:'~>~.;i ~,,';-':..&::;':'{.""-':-";-""'''~:;:~~-",c't:<'.::..'.'<.:~::'"-:~c'- ,:~,,":-.':f.4ii:..ir~.:'._~, ':' ,~. APPENDIX E BOREHOLE EXPLORATION "'-'.-~-' ~'--' ,.--<- ..-....... -., ---,' ,-~_.,<'---~". .'--.-^ .,' -"-." '. ,"". ....~,_.-_.._._._.. ',."" ~_.~..- \q,V I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C APPENDIX E BOREHOLE EXPLORATION Subsurface conditions at the site have been explored over the past two years by drilling a total of 10 borings at the approximate locations shown on Plate 1. The borings were completed for the purpose of correlating CPT data with soil type and collecting samples for laboratory analysis. Seven of the borings were performed with truck-mounted hollow stem auger equipment on January 13, 1989. Boreholes were advanced to depths of approximately 18 to 40 feet. Boring logs are presented as Figures E-l through E-7. Subsurface conditions encountered during exploration were logged by our field engineer in accordance with the Unified Soil Classification System. Relatively undisturbed samples of the subsoils were obtained at selected intervals in each boring excavation by driving a ring-lined steel sampler. The number of blows required to drive the sampler one foot is shown on the boring logs. The soil samples were retained in sample rings 2.41 inches in diameter and 1.0 inch high, and placed in sealed plastic cans for shipment to the laboratory. Standard Penetration Tests (SPT) were conducted at various intervals during exploration. A 2-inch outside diameter, 1-1.2-inch inside diameter sampler was driven by repeatedly dropping a 140-pound weight approximately 30 inches onto the drill rod. In accordance with standard practice, the sampler was driven 18 inches, and the number of hammer blows for each 6-inch interval was recorded. The SPT blowcount, or "N"-value reported in the boring logs is the total number of blows to drive the sampler the last 12 inches. A winch and cable system was used to lift the hammer. Descriptive terms for soil consistency given in the boring logs are based upon the recorded SPT blowcount. The teTffiS employed differ from granular and cohesive soils, as follows: E-l \ 9J?/ I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C GRANULAR SOILS COHESIVE SOILS SPT "N" CONSISTENCY SPT "N" CONSISTENCY 0-4 Very Loose 0-2 Very Soft 4-10 Loose 2-4 Soft 10-30 Medium Dense 4-8 Medium 30-50 Dense 8-15 Stiff 50+ Very Dense 15-30 Very Stiff 30+ Hard In 1988, three borings were drilled by SDA as part of an extended ground fissure investigation (SDA 1988). Two holes, B-SDAZ and 3, were excavated with a truck-mounted, bucket auger drill rig. The 24-inch diameter holes were taken to depths of 35 and 32 feet, respectively - the approximate depth to water. Subsurface soils and bedrock were visually logged by one of our field geologists. An additional rotary wash boring B-SDAS was advanced to a depth of 81 feet to investigate materials below the water table. At the completion of drilling, a piezometer pipe was installed in Boring B-SDAS for the purpose of measuring groundwater levels for that investigation. In these three borings, relatively undisturbed samples were obtained by driving a ring sampler at selected intervals. The method used is described above. Logs of these three borings are included in this appendix as Figures E-8, E-9 and E-10. E-2 \ %f>... I I I I I I I I I I I I I I I I I I I BORING SUMMARY NO. BH-1 DATE DRillED: Januar 13 1989 MATERIAL DESCRIPTION 26 27 28 29 30 31 32 33 34 35 36 37 Silty clay with fine sand, medium medium plasticity, micaceous dense dark brown saturated SPT 23 with 1-inch sand interbeds Sand, fine to coarse, with dense approximately 15% fine to medium suban ular ravel 1 i ght brown SPT 66/9" TOTAL BORING DEPTH 34.5 FEET GROUNDWATER OBSERVED AT 22.6 38 39 40 41 42 43 44 45 46 47 48 49 50 SPT - Standard Penetration Test EXHIBIT NUMeER E-la Associates Schaefer Dixon Joe NUMBER: 9R4332C \~ I BORING SUMMARY NO. 6H-2 I DATE DRILLED: Januar 13 1969 I MATERIAL DESCRIPTION I I CL Silty clay with fine sand, voids to 1/8 inch, root hairs, medium plasticity. 1 2 3 65.0 G&B 23 10.2 I 4 5 6 7 8 9 I 10 I I 1* 47 11.3 101.1 11 I CH Clay with little fine sand, plastic, no voids G&B 39 17.3 106.8 15 I 16 17 SP SM Sand, fine to coarse, trace of silt Silty sand, fine to medium, 30 to 40% gravel I 18 SPT 22 19 I 20 21 I 22 23 24 25 SM-SC Sand, fine to coarse, with approximately 50% clayey silt, low plasticity, trace of root voids to 1/16 inch SPT 13 I (continued) I G&B - 1.935-inch tube sampler * 2.S-inch ring sampler SPT - Standard Penetration Test I Parcel Maps 19069, 21029, 21362 and 21363 Rancho California, Riverside County, California for Johnson & Johnson, Inc. I S h f . Associates c ae er Dixon firm medium dense stiff medium dense Joe NUM8ER: slightly brown moist moist very moist moist wet to da rk saturated gray EXHIBIT NUMBER E-2 9R4332C \~1 I BORING SUMMARY NO. BH-3 I ELEVATION: DATE DRillED: January 13, 1989 I MATERIAL DESCRIPTION I 1 CL Silty clay, with little fine medium moist brown I sand, medium plasticity, voids dense and roots to 1/8 inch 2 I 3 1* 28 11.8 89.3 4 I 5 6 7 SC Clayey sand, fine, very 1i ght I 8 G&B micaceous, no voids brown 18 9 I 10 11 I 12 SM Silty sand, fine to medium, brown very 13 micaceous, trace of voids to moist I 2* 18 18.2 106.5 1/16 inch, low plasticity 14 15 I 16 17 CL Silty clay, with little firm dark I wet 18 G&8 23.6 101.3 fine sand brown 8 19 I 20 21 I 22 SM Si 1t sand fine to medium medium moist gray 23 SP Sand, fine to medium, d~lI'::>~ SPT 22 poorly graded I 24 25 (continued) I * 2.S-inch ring sampler G&B - 1.935-inch tube sampler SPT - Standard Penetration Test I Parcel Maps 19089, 21029, 21382 and 21383 EXHIBIT Rancho California, Riverside County, California NUMeER for Johnson & Johnson, Inc. E-3 Schaefer Dixon Associates JOB NUMBER: 9R4332C I \~ I I I I I I I I I I I I I I I I I I I BORING SUMMARY NO. BH-3 ELEVATION: DATE DRillED: Januar 13 1989 MATERIAL DESCRIPTION TOTAL BORING DEPTH 28.5 FEET GROUNOWATER OBSERVEO AT 26.5 F ET CH Clay ~26 . 27 28 29 30 31 32 33 34 35 36 37 SP Sand, fine to medium, trace . t Cla 38 39 40 41 42 43 44 45 46 47 48 49 50 SPT - Standard Penetration Test Parcel Maps 19089, 21029, 21382 and 21383 Rancho California, Riverside County, California for Johnson & Johnson, Inc. S h f D- Associates c ae er Ixon sti ff saturated dark gray medium dense stl ra dark gray EXHlelT NUMBER E-3a JOB NUMBER: 9R4332C \9,0.. I I I I I I I I I I I I I I I I I I I BORING SUMMARY NO. BH-4 DATE DRillED: Januar 13 1989 MATERIAL DESCRIPTION SP Sand, fine to medium, trace of 5 i1 t medium dense moist brown- gray :sz.26 -=- 27 28 SPT 26 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 TOTAL BORING DEPTH 28.5 FEET GROUNDWATER OBSERVED AT 26.5 F ET SPT - Standard Penetration Test Parcel Maps 19DB9, 21029, 21382 and 213B3 Rancho California, Riverside County, California for Johnson & Johnson, Inc. EXHIBIT NUMBER E-4a Associates JOB NUMBER Schaefer Dixon : 9R4332C \0..\ I BORING SUMMARY NO. BH-5 I ELEVATION: DATE DRILLED: January 13, 1989 I MATERIAL DESCRIPTION I SM-SP Sand, fine to medium, with dense slightly 1 ight I 1 little silt moist brown 2 I 3 SPT 34 4 I 5 6 I 7 SM Silty sand, fine to medium, moist 8 SPT approximately 20% fines, 35 trace of coarse sand 9 I 10 11 I 12 13 SPT 35 approximately 30% silt I 14 15 I 16 17 I SP Sand, fine to medium, trace 18 silt and trace coarse sand 19 I 20 21 I 22 23 SPT 46 Layers of clay, silt, and I 24 fine sand 25 (continued) I SPT - Standard Penetration Test I Parcel Maps 19089, 21029, 21382 and 21383 EXHIBIT Rancho California, Riverside County, California NUMeER for Johnson & Johnson, Inc. E-S S h f Do Associates JOB NUMBER: I c ae er Ixon 9R4332C 'fJ{l/ I I I I I I I I I I I I I I I I I I I BORING SUMMARY NO. BH-5 DATE DRillED: Januar 13 1989 MATERIAL DESCRIPTION SP Sand, fine to medium, trace dense oist light 26 silt and coarse sand brown 27 28 SW Sand, fine to coarse, trace 29 of fine gravel SPT 36 30 31 32 trace of clayey silt 33 SPT 50 34 35 36 37 38 39 SPT 64 40 41 TOTAL 80RING DEPTH 40.0 FEET NO GROUNDWATER OBSERVED 42 43 44 45 46 47 48 49 50 SPT - Standard Penetration Test Parcel Maps 19089, 21029, 21382 and 21383 Rancho California, Riverside County, California for Johnson & Johnson, Inc. EXHIBIT NUMeER E-Sa S h f D- Associates JOB NUMBER: 9R4332C c ae er Ixon .~~ I I I I I I I I I I I I I I I I I I I Logged By: Date Cd lled: Associates Schaefer Dixon Orf II fng Contractor: Equipment: Boring Diameter: Michael Cox 2-29-88 ee FIgure No. S.u f El (f . for key to Class;. Sur ace eVe t.). flcation, sampl ing & 1026.5 lab test infarmatlo ~ C ... 0 "" .~~ ~ ... . .... . ~"" .~ S; ... ... III 0. m 0 - - - - 5- - -1020' - - - 10- '1010- - X bul - 15- MC - - , bul - MC - 20- - MC - X bul -1000- 25- - - . - m . ... 0. e . III MC 6 . bul 1680.: MC bul MC MC MC ~ m .ll ... \ ;:; " ~ . ;.~ o 4 ...~. ....:: II Y 3 5 6 -- .. -- 7 18 ..1 A and W Bucket AURer 24" GroundwBter ELevation eft.): Total Depth (ft.): sz 994.5 :If: 32.5 Boring N\JTber: BSDA-2 Hammer Drop (fn.): 12 ~ :II . X .~ ... ... - L .~ . ~ . .~ m c"" I- ...... . U . C 00. L .~ . 0'" ~ . x:c :J S; 0 L ... U 0 0 r Descriptions on this boring log apply only atthe specific boring location and at the time the boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. Description I MAl (SC) Clayey medium to coarse SAND, loose to medium dense, moist, dark brown (JOYR 3/3), with roots and root hairs . ....... .;.~. ~,,':' ...,... -'!h.':. ...-. -lIi.. . TOPSOIL: (ML) Fine Sandy SILT, soft, moist, with rootlets PAUBA FORMATION: (SP-SM) Silty medium to coarse SAND with Silt, medium dense, moist, light olive brown (2.5YR 5/4), micaceous, wich orange oxidation, upper 2.5 feet very weathered (SP) Medium to coarse SAND, medium dense, moist, very pale browo (IOYR 7/3), micaceous, with orange oxidation, becomes coarser with depth .:.... '.:' (SM) Silty fine SAND, dense, moist, olive (5Y 5/3), micaceous, with orange oxidation, becomes coarser with depth -- ....:... .':...: (ML) Sandy SILT, stiff, moist, olive (5Y 4/3), micaceous, with orange oxidation, becomes coarser with depth \::iMj ;)uty line to me<llUm ::iANU, me<llUmoense, micaceous, becomes coarser with depth (SP) Medium to coarse SAND, medium dense, moist (ML) Sandy SILT, stiff, moist, olive (5Y 4/3), micaceous, with oraoge oxidation, becomes coarser with depth Project No. 9R4332 C Date log of Boring Figure E-8 (Sheet 1 of 2) '{\1 I Associates Schaefer Dixon I Logged By: Date Drilled: Drilling Contractor: Equipment: Boring Diameter: Boring Nunber: BSDA-2 I Michael Cox 2-29-88 ee Figure No. B'O S I El (I)' for key to Classi. ur ace ev. t.. fication, salll'l ing & 1026.5 lab test information A and W Bucket AUI!er 24" Groundwater Elevation <ft.): Total Depth (ft.); Halm1er Drop (in.): 'iZ 994.5 ~ 32.5 12 I ~ ~ ~ . c ... .ll 0 .. . .... .~~ ~ . , ~ ... . .... ... .... . 0. 3 ,.. E ov .r; . ~ . .... ... "' 0. n OJ . 0 0 Dllliilct"'iption ~ " ov L , . ...... . c .~ 0 0... >::c o u :J ... .~ .~ c.. .0 00. v :J L o . ... . . I- L . .r; ... o I I Ibull ~'1V .17 -, bull : (0- - - - 35- rA IAuUN: (SP-SM) Medium to coarse SAND with Silt, dense, very moist to wet, light olive gray (5Y 6/2), micaceous, with orange oxidation, some gravel and fine sand layers, becomes coarser with depth Boring terminated at 32 feet due to seepage. Doring downhole logged, backfilled and tamped. I '990- I - , 40- - - - 45- -980' - - 50- - - - 55- '970- - - I I I I I I I I Descriptions on this boring log apply only atthe specific boring location and at the time the boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. I Project No. 9R4332C Date Log of Boring I Figure I E-8 (Sheet 2 of 2) \0(6 I I I I I I I I I I I I I. I- I- l~ I I. I. Logged By: Associates Schaefer Dixon Date Dri lled: Dri It ing Contractor: Equipment: Boring Diameter: Michael Cox 3-1-88 ee Flgure No. B-O S I El (I)' for key to Classf. ur ace ev. t.. fication, s8f11)lin9 & 1024.5 lab test informatlo A and W Ducket Au er 24" Groundwater Elevation (ft.): TotaL Depth (ft.):. 'iZ 994.5 32,0 . J': c ... 0 .. . .~~ v . ... .... .... . 0. O..cription ,~ E Iv .r; . .... ... "' OJ 0. . 0 PAUBA FORMATION: (West side of borehole) (SP) Coarse SAND, loose to medium dense, moist, light gray (2.5Y 7/2) (CL) ::i1ty CLAY, soft to medium stiff, olive (5Y 5/3) ..,~. 14 :~ (SP) Coarse SAND, loose to medium dense 840;._ :":;;:: (ML) Fine Sandy SILT with Clay, stiff, moist, olive (5Y ~:;: 5/3 DescrlPtions on this boring log apply only at the specific boring location and at the time the boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. '1020- M I X bul 1680 5 10 -1010' 15 20 '1000- 25 . (SM/SC) Silty to Clayey fine to medium SAND, soft, moist, dark brown (IOYR 3/3), micaceous 4 TOPSOIL: (ML) SILT, stiff, moist, black (lOYR 2/1), micaceous, with trace of coarse sand, roots and root hairs, slightly porous Boring NlltDer: BSDA-3 Hatrrner Drop (in.): 12 ~ :J . " ov ... ... L .~ . m~ 0 , . C~ I- ...... m u . C 00. L .~ . v . 0'" >::c :J .r; 0 L ... U 0 0 ALLUVIUM: (ML) Fine Sandy to Clayey SILT, stiff, moist, dark brown (lOYR 3/3), micaceous -- Becomes less clayey 3 (ML)-F~eSmdYSICT,stiIT~moG~da~g~a0~b~o;n- (lOYR 4/2), micaceous, with trace of gravel, becomes coarser wi th depth 2 -(ML/,CLf -Cla"y'ey SILYto "SIlfiC[AY',' mediiim stlff,- - -- moist, dark grayish brown (IOYR 4/2) -(CiS -Medium Sandy C'LA-Y; -medfum- sifff, -moisl,- dark - - 3 yellowish brown (IOYR 3/4), with faint orange mottling 2 3 NOTE: Feature observed from 22 to 26 feet. Attitude of feature: N35W, 57NE. See Figure for detail. 7 Project No. 9R4332C Date Log of Boring Figure E-9 (Sheet 1 of 2) 'M I Associates Schaefer Dixon I Logged By: Date Orf lled: Drilling Contractor: Equipment: Boring Diameter: Boring N\.Ifber: BSDA-3 I Michael Cox 3-1-88 ee Flgure No.8-a S I El (I). for key to Classi- ur ace eVe t.. lication, salll'lin9 & 1024.5 lab test information A and W Bucket Anller 24" Groundwater Elevation (ft.): Total Depth (ft.): ~ 994.5 ~ 32.0 Hammer Drop (in.): 12 ~ :II . " Iv ... ... L .~ . , , .~ . C... I- ...... . u . C 00. L .~ . v . 0... >::c :J .r; 0 L ... U 0 0 I ~ ~ c ... tJ!! 0 .. . ~Z .~~ ~ . ... . .... .... . 0. 3 Description ,.. E ov .r; . ~ . ... .... 0. "' iij .~ OJ . 0 0 I Ml -;;: bul ]b 1;"::';:11 1 840 ..>.. (SP-SM) Medium to coarse SAND with Silt, dense, wet, ~ light gray (2.5Y 7/2) PAUBA FORMATION: (SP) Coarse SAND, medium dense, wet, light gray (2.5Y 7/2) . I I Doring terminated at 32 feet due to seepage. Boring downhole Jogged, backfilled and tamped. I I I I I I I I I Descriptions on this boring log apply only at the specific boring location and at the time the boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. I Project No. 9R4332C Date Log of Boring I Figure I E-9 (Sheet 2 01 2) 7J!j) I I I I I I I I I I I I I I I I I I I Logged By: Date Drilled: Associates Schaefer Dixon Drill ing Contractor: Equipnent: Boring Diameter: Boring NUTber: BSDA-5 Michael Cox 3-8-88 ee F,gure No, B' S I El (I)' for key to Classj. ur ace eVe t.. lication, salll'l ing & 1023.5 lab test informatlon Pioneer Drillin Rotar Wash 5" Groundwater Elevation (ft.): Total Depth (ft.): Hanmer Drop (in.): 30 ~ :J . " ov ... ... L .~ . , . .~ . ...... C~ l- . C . U 00. L .~ . v . 0... >:: c :J .r; L ... 0 0 0 u 'iZ 995.0 ~ 81.0 ~ c . 0 ... . .~~ .. . ... v .... .... . 0. Description ,.. .r; E ov ... . .... "' OJ 0. . 0 -1020- 10 '1010- 15 20 .1000. 25 5 M 26 140 33 (ML/SM) Sandy SILT to Silty SAND, medium dense, moist, dark brown (lOYR 3/3) TOPSOIL: (ML) SILT to Clayey SILT, stiff, moist, black, micaceous, with some orange mottling, trace of fine sand, porous ALLUVIUM; (ML) Fine Sandy SILT, medium stiff, moist, dark grayish brown (2.5Y 4/2), micaceous, porous (ML/CL) Clayey SILT to Silty CLAY, very stiff, moist, brown (CL) Fine Sandy to Silty CLAY, medium stiff, moist, dark grayish brown (lOYR 4/2), with trace of gravel 28 Decomes Sandy Clay to Clayey Sand (CL/SC) (CL) Silty CLAY, soft, moist to wet, very dark gray brown (2.5Y 3/2), micaceous, with orange and black mottling, porous Descriptions on this boring log apply only atthe specific boring location and at the time the boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. M M M Project No. 9R4332C Date Log of Boring Figure 1)':>\ E-10 (Sheet 1 013) I I LOBged By: Associates Schaefer Dixon Date Or; lIed: Drill ing Contractor: Equ;~nt: Boring Diameter: Bar.; ng Nunber: I BSDA-5 Michael Cox 3-8-88 ee FIgure No. 8-0 S I El (f" for key to Classi- ur ace ev. t.. lication, salll'lin~ & 1023.5 lab test informatlon c ... 0 . .~~ .. . .... v .... .... . 0. ,r,. E mv .r; . .... ... "' OJ 0. . 0 A (CL) .990, 35 41 ~.: ...~. :!:~: ~:':' ...~. ......; .:.~. 100+ ,,:':' ...... ...:..' ","-" ...:... .:.~. ~::' . .-" ~,':' "."-' ....:... ...~. Descriptions on this boring log apply only at the specific boring location and at the time the boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. I I I I I I 40 I I '980- 45 I I 50 I .970. I 55 I I I I I Pioneer Drillin Rotar Wash 5" Groundwater Elevation (ft.): Total Depth (ft.): Hammer Drop (in.): 30 ~ :J . " Iv ... ... L .~ . , - .~ . cr,. I- ...... . U . C 00. L .~ . v . 0... :J .r; >::c 0 L ... U 0 0 '?- 995.0 y 81.0 Dllscription Silty CLAY, medium stiff, wet, very dark gray (5Y 3/ I), micaceous, porous, with trace of organics J Y me lum 0 coarse tense, we 1 ar green gray (5GY 4/ I), micaceous, with trace of gravel, becomes coarser with depth I ty ,Sl1, wet, ar green gray micaceous, with trace of fine sand, roots and rootlets, with orange mottling M M -- Becomes Sandy Clay to Clayey Sand (CL/SC) (SP) Medium to coarse SAND, very dense, wet, light yellowish brown, micaceous, orange oxidation, with trace of gravel M Project No. 9R4332C Date Log of Boring Figure 1Y E-10 (Sheet 2 of 3) I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Logged By: Date Drilled: Drilling Contractor: Equipment: Boring Diameter: Boring NUJiJer: Michael Cox 3-8-88 Pioneer Drillhl2 Rotarv Wash 5" BSDA-5 ee Figure Ho. B;~ Surface Elev. (It.): Groundwater Elevation (ft.): TotaL Depth (It.): Hammer Drop (fn.): for key to CLassi- fication, samplin9 & 1023.5 SZ 995.0 :!: 81.0 30 lab test informat1o ~ ~ ~ . " :JI . C ... .ll - .v ... ... 0 .. m .... L .~ . .~~ v 0 I v , . .~ . ... . .... ... ...... C... l- .... 0. 3 Description . C o U ".. .c E .~ . 00. L OV . 0 v 0 .... ... "' , 0... :J .r; OJ 0. 0 .~ >::c L ... 0 L 0 0 0 0 0 u ML J IV4UO+ '+: IVIUM: (SP) Medium to Coarse SAND with Gravel, very dense, MC 120 i moist, grayish brown (2.5Y 5/2) - (CL-CH) Silty CLAY, very stiff, wet, very dark '960- - gray (2.5Y 3/1), with trace of sand " ' 65- MC 100+ .. PAUDA FORMATION: " .' - :.::.:: (SM) Silty fine to coarse SAND with Gravel, very dense, - . ' wet, dark blue green, micaceous .' - ' . .... - .': .;'. 70- MC 100+ .' - .' - .' , , - " .950. " . - .... ..... 75- MC 100+ {i (SM/ML) Silty fine SAND to Sandy SILT, very stiff, i wet, dark olive gray (5Y 3/2), micaceous .' (SM) Silty SAND with Gravel, very dense, wet, blue . . gray (5D 5/ I), micaceous 80- MC (ML) Fine Sandy SILT, very stiff, wet, olive gray (5Y 100+ 3/2), micaceous - Boring drilled to 81 feet. PVC water monitoring well installed and backfilled. - ,940. - 85- - - - - Descriptions on this boring log apply only atthe specific boring location and at the time the boring was made. The descriptions on this log Bre not warranted to be representative of subsurface conditions at other locations or times. Project No. 9R4332C Date Log of Boring Figure E-10 (Sheet 3 01 3) 1fP l (I I I I I, I I I I I I I I I I I I APPENDIX F LABORATORY TEST RESULTS :;r.~,~, ;;.:~~ ,c;;;".;';;,~,~-/;;ji;f,:~_;,,--,,,,,,,,:i.;''''~:ctt~,;,+-=,,,,'.~,,.~$i';;;,,~,-. . _ ". ._~".."....._.__._--=:<<'-'._<.~. - ". --. _. c,';':~.-O:.C_", :_._;<-;,:': ~.'c..< , vol>... I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C APPENDIX F LABORATORY TESTING The following tests were performed for this project in our laboratory in accordance with the American Society for Testing and Materials, the State of California Standard Specifications or contemporary practices of the soil engineering profession. ) In-Situ Moisture and Densi(y: This test consists of weighing and measuring the drive samples obtained from the borings to determine their in-place moisture and density. These results are used to analyze the consistency of the subsoils. Maximum Densi(y - Ootimum Moisture Evaluation: This test is used to evaluate the density that a soil can be compacted at various moisture contents. For each soil mixture, there is a maximum dry density obtained and the associated optimum moisture content. The results are used to evaluate the natural compaction, the control of the grading process and as an aid in developing the soil bearing capacity. This test is based on the ASTM Standard 01557. Sieve Analysis: This test determines the size of the soil grains which constitute a soil and is used in generating an engineering classification of the soil. Plastici(y Index: This is determined from the liquid limit and the plastic limit of the soils. The liquid limit is the moisture content at which the soil changes from a plastic to a liquid state, and the plastic limit is the moisture content at which the soil changes from a semi-solid to a plastic state. The difference in these values is the Plasticity Index and is the range of moisture content at which the soil is in a plastic condition. It is used to aid in the classification of the soil. Direct Shear: This test is used to assess the soil shear strength values which are among the basic soil properties used to evaluate the soil bearing capacity, slope stability and lateral earth pressures on structures. Consolidation: This test is used to estimate the maximum anticipated settlement under various conditions of loading. The laboratory test results accompany this report as Exhibit Nos. F-4 and F-5. vP I I I I .' I I I I I I I I I I I I I I MAXIMUM DENSITY - OPTIMUM MOISTURE DETERMINATION The maximum density was determined in accordance with ASTM D1557. The results by full laboratory curve are: Sample DescriDtion BH-2 Sample Location BH-1 BH-2 BH-3 BH-4 BH-4 BH-4 BH-4 BH-6 Sample Location BH-1 BH-3 BH-4 Depth (feet) 0.0-4.0 Depth (feet) 12.0-13.5 22.0-23.5 7.5-8.0 12.5-13.0 17.0-18.5 100 22.0-23.5 100 17.0-28.5 100 0.0-10.0 Depth (feet) 12.0-13.5 7.5-8.0 12.5-13.0 Associates Schaefer Dixon GEOTECHNICAL ENGINEERS Redlands, California Soil DescriDtion S il ty clay, brown SIEVE ANALYSES Percent 3/8" #4 100 100 99 100 99 99 99 100 Maximum Dry Density (pcf) 120.7 Passing Individual #10 #20 #40 100 99 95 99 97 86 97 99 PLASTICITY INDEX Liquid Limit 29 34 40 DATE 4/89 SCALE Plasticity Index 8 15 19 99 94 82 99 85 44 65 95 90 97 85 68 96 65 18 16 Optimum Moisture (percent) 13.6 Sieves #100 #200 80 63 67 52 48 37 89 78 22 11 6 4 4 2 76 55 Classification AASHTO Unified A-4 (5) A-6(O) A-6(14) JOB NO. EXHIBIT CL SC CL 9R4332C F-l 1? I I I I I I I I I I I I I I I I I I I . ~ u. S . o U) ..... U) ~ - ~ I U) U) LLI 0:: ~ U) C) Z - 0:: c:t LLI J: U) 6 4 , , , 3 " , , " " " I , ; I ,; I I, " 2 , I I' , ; " , I 'i', I It", I I I ,I. , , , , , II' , . , I , ' , , o o I i I I , " I I I I I!" I " ,; I 2 3 4 5 PRESSURE- KI PS / SQ. FT. I NORMAL 6 EXCAVATION: BH-6 DEPTH: 3.0-3.5 FEET In-Situ Moisture Test 4> = 44 degrees C = 550 psf DIRECT SHEAR TEST DATA PROJECT: Parcel Maps 19089, 21029, 21382 and 21383, Rancho Calif. JOB NO.: EXHIBIT Associates Schaefer Dixon 7P" F-2 9R4332C 4/89 REDLANDS . CALIFORNIA DATE: I I I I I I I I I I I I I I I I I I I t-= L&. 5 . o U) ..... U) ~ - ~ I U) U) LIJ a:: ~ U) C) Z - a: c:t w :I: U) 6 4 3 2 o o , I , I , , I i I I I' 'I I " , , , ,I I I I " , , I I I "1 I I ; I , i; I I ! I , , 'i, , , , J 2 3 4 5 NORMAL PRESSURE- KIPS / SQ. FT. 6 EXCAVATION: BH-6 DEPTH: 12.0-12.5 FEET In-Situ Moisture Test $ = 44 degrees C = 200 psf DIRECT SHEAR TEST DATA PROJECT: Parcel Maps 19089, 21029 21382 and 21383, Rancho Calif. JOB NO.: 9R4332C EXHIBIT Associates Schaefer Dixon OATE: 4/89 F-3 1ft REDLANOS , CALIFORNIA ---.. .-- I I I I I I I I I I I I I I I I I I I 3 III III 4 IIJ Z :II: U 5 J: ... IIJ 6 ..J D. ~ et 7 III Il.. 0 .... 8 Z IIJ U a: IIJ D. I Z 0 .... et 0 ..J 0 III Z 0 U 0.1 PRESSURE- KIPS PER SQUARE FOOT 0.5 I 2 3 5 10 20 1 2 BH-3 · Readings After Sa/ura/ian Wi/II Wafer 13.0-13.5 FEET CONSOLIDATION TEST DATA Parcel Maps 19089, 21029, 21382 and 21383 Rancho California, Riverside County, California for Johnson & Johnson, Inc. I)CHI.IT NUM'I" F-4 PREP'REO IT: CKH 5 h f D. Associates c ae er 'XU" OAT!: 4/89 ?pn.. JO. NU".U: 9R4332C CfJIf./I11i",E",i/IH,. tJlItI GHltJ,i.'. I I I I I I I I I I I I I I I I I I I 0.1 1 2 3 III III 4 IIJ Z :ll: 2 5 :x: I- IIJ 6 ...J Q. ~ e:( 7 III Ii. 0 I- 8 Z IIJ (.J II: 9 IIJ Q. I 10 Z 0 l- e:( 11 0 ...J 0 III 12 Z 0 (.J PRESSURE- KIPS PER SQUARE FOOT 0.5 12351020 BH-1 . Readings After Saturation Witlt Water 7.5-8.0 FEET CONSOLIDATION TEST DATA Parcel Maps 19089, 21029, 21382 and 21383 Rancho California, Riverside County, California for Johnson & Johnson, Inc. IXNtllT "UMlU F-5 PREP.RED IT: CKH DATE: 4/89 JOB NUMIIE:R: 9R4332C ~~c S h f D. Associates c ae er Ixon COII.1I11'"1I EIIII'''''' tIfItI 6""011"" I I I I I I I I I I I I I I I I I I APPENDIX G LIQUEFACTION ANALYSIS - SAMPLE CALCULATIONS 1&,-1;. - ,,:',;~-i-_~--4:,~-,>':':,<: <_~_, _'=-_':;:~->C&'__:~"-"-:', _--< .',;._'-0... .,'_" ,: . 1;-'1;.\ I I I I I I I I I I I I I I I I I I I HX3 w w W W N I"-.) N N tv ............ -0 VI U'l 0 ...:.. :3: g ~ W~ W~ WN W~ N~ N~ NW NO N~ ~~> ~ m w w -;E:~ (j'Io 0"10 ~. No 0..0. O"lo ~. W. O. \Do /'T\""tIZ., -c X )( ....V1 0 V1 \J1 0 0 0 0 \J1 VI VI 1'Tl-4"'O 0 rt'" .... G.I I U"II 01 In. VII 0101 01 01 Vl1 \J11 -+:I:r ~;r 3 3 C"t o - m wcc_ ~ :; 3 3 0 (II "'0 -c :I "'0 \Q (l) ., .. 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