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Home My WebLink AboutA.D. 155 Report on Geothechnical Investigation ". I I 'I I I I II '. . il :1 I I II I I I l 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, INC. 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 I I I Engineers. Geologists & Environmental Specialists 22 MauchJy Irvine, California 92718 Fax 714 727-3347 714 727-3223 -~ S h f D. Associates c ae er Ixon 9R-4332C SchaeferJ. Dixon Ellis J. Jones Rober! J. Lynn Paul Davis James J Weaver William J. Monahan E,J. Parrish John J. Butelo 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. '}, Orange County Los Angeles Inland Empire I I I I I I I I I I I I I I I I I I I S f D. Associates chae er Ixon 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 ~I/Ir ~ /t:cItaif- k Nicholas Z. Selmeczy Senior Engineer PD:NZS:MLL:dkjR Distribution: (8) Addressee (1) Dr. Roy J. Shlemon ? 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 IN1RODUCTlON ................................................................................................... 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 E:>.. 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 Uquefaction Analysis .................................................................................21 6.4.1 Analysis Procedures ....................................................................21 6.4.2 Results of Analysis .....................................................................21 6.5 Effects of Uquefaction ..............................................................................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 :S 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 TRENCH LOGS SDA-A lHROUGH SDA-E METHODS AND INTERPRETATION OF CONE PENETROMETER TESTING CONE PENETROMETER GRAPHICAL LOGS INTERPRETED CPT RESULTS BOREHOLE EXPLORATION LABORATORY TEST RESULTS LIQUEFACTION ANALYSIS - SAMPLE CALCULATIONS LIST OF FIGURES TRENCH LOGS - SDA-4lHROUGH SDA-ll CPT UNE A LIST OF PLATES GEOTECHNICAL MAP CPT LINE B ~. 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, stereo graphic 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- "'\ I I I I I . I . . I I . I I I . I I . . Associates Schaefer Dixon w ~ o t) t\l (') (') ~ cr 0> t:i z l- t) w ..., o cr c.. '0 "'~l... I\~Ser\ , .' INDEX MAP REFERENCES: oCALIFORNIA SPECIAL STUOIES ZONE MAPS MURREITA AND TEMECULA QUADRANGlES (EFFECTIVE 1980). KENNEDY, M.P., (1977). oMAP OF KNOWN FISSURE LOCATIONS AND AREAS OF POTENTIAl SU8SIDENCE. BY RIVERSIDE COUNTY PlANNING DEPARTMENT. UNDATED. f1 NORTH r o I 2,000 I 4,000 FEET REGIONAL GEOLOGIC MAP FIGURE 1 ~ 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 Construction 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- C\.. I I I I I I I I I I I I I I . I I I I S h f D" Associates c ae er Ixon 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-l 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- \fi) 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- ~ 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- \'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 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 photo lineaments, 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 photo lineaments. 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- "'~ I I I I I I I I I I I I I I I I I I I Associates Schaefer lOixon 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-1 through SDA-Il), 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-Il are presented as Figures 2 through 12. Trench logs for SDA-A through SDA-E are included in Appendix A -7- \bv 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 Lineaments 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 photolineaments. 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 photolineaments 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 I r 1 Uneament L-1 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-1 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 L-2 lineament L-2 is a relatively short, broad, indistinct lineament which extends from Lineament L-1 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-lO was placed across this photo lineament. Photolineament L-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 L-4A and L-4B Subparallel Lineaments L-4A and L-4B are relatively straight, continuous and coincide with Uneaments 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- '-k 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- '\,'\ I I I I I I I "'~~ ~~g. ...~" '" '" "'....0 p:__ :J _oo '" Ol~ "'0 "" " '" o ." " " I I I I I I I I I I .... > .. .... m .... '" c: :z :z > '" .. " ~ ... :z " .... " .... z m :; m z .... n :z > '" > n .... m '" '" .... n '" ... :z " .... " ........ .... .... .... .... , . .:. , , ...... '" .... z ..> m > :z m z .... IV -4 m"tl at en "'.... !f!.i ~::;t ....0.....-.. ~;;;~6a.t .... , ~.... -0.., "'~ tD 0.., 0 III 0,",0 Ql Ol"O Ol" 1lJ:J'-'CDO O~CDn W.-t (f.l i.... "'" ,..'" "'" ',.,.00.... .... (f.l (f.l.,:J.., '" O. 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O"D C. n a:I ......... _. > _...."r- :::: ~.-g. ~ g ~ OJ.., .... 0 0 Oa.~'" -00 , ...~.'f~5'g. o to C N (,/) C. 0 .... to (I) CO "'_ 0 <T ~:ljg;5..... ~"'::E: _. n mfta:g ;' o~g to fD 0 j .... ~. ::~a:cg .. -co C. r- . ...." 0 ;. CD .... o fD.... o ~ ... -" j E j tD...., ... ~CDgiEj ~g-<T ~c~. ~ ;:;.' g"& en (C '" . a. j 0 .... at ~ ..CD i 0.:5. g. ~ ffi ~ ~ 6 " tlt -. ... _ .. '" ,,"" >"0 , liS'" " ~ [ > c ~.... j ., " ......... n .. ~ 11 0_, .... >o-..,j... , 0 " E tD j 0 . m "< c...... 0 ......%3- CD 0 .... ~ . ' <to 0 -._ R"" ~<O~~ " _ 0 C>>_j,,< """ .. 0:;. "< .., -0 r-..... ~".... ....00 0 '" 7g"'~ """ ~ - ~~a.o> j r- E CD '" ~ '" C " _. """"" ~... I .... n o ltg-o ~ '" ~ 0 ~ ...,_......... tD 20 o ~" <0: ~ ,,<, :::r;. ::::~...o:-a. ~o'" 0 0_. -c ~~ S. ' " '" (,/) <to 0 C '" _ E ....0 -I VI en -'C>> _ -...... -. -" " n ....~ 0 C c:~iQ:t ""'" ~ ;- 3- fl) j -.0.., ~ . "" - , '" -~ ~";'l..... . NN~~." "... :z I I' 0 -..l0'>0'> -I ~NN 0 '" :: '" =s ..... 80' - , . -oO'-;lCI '0 "'- . '" < Ol . -- = = ~ " " "~~ ..N............ ~ "" x 003 . ~~:'. ~\ .... I I J9JgelJ:JS UOX10 seJB!:JosSlf . I I I I I I I I I I I . I . I I . I I S h f . Associates c ae er 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 IAlgging Photolineament 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 Une 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- \'\ 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-l1 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 line 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- 1Jl 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 Soundinlr 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. Correlatahle 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. Noncorrelatahle 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- '7/' 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 Line 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-lO (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 overlain by correlatable strata. Furthermore, no photolineaments 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- ",j/ 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 (RU.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- '2,.? 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- "J--A.. I 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.D.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-lO, 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- r "Z:u 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 IOO-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- '],.c. 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 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- 7., \. 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 of the 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 I Associates Schaefer Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C 6.5.1 Bearinlr C.anacity 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 Spreading 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 final 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- 1/6". 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 Location (feet) (feet) l iauefaction Cinches) 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 Q.T 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 I ~ - I I I location CPT-17 I I I CPT-18 I I CPT.19 I CPT.20 CPT.21 I I I I I I I I I I Associates Schaefer Dixon TABLE 5 LIQUEFACTION ANALYSIS RESULTS Th i ckness of Factor of Anticipated Settlement Potentially Safety Caused by Potential Depth Liquefiable Layer Against Soil liquefaction <feet l (feet) Liauefaction Cinches> 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 0.77 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 o.a 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 44.0'44.5 0.5 0.96 0.07 0:-;- 24.0-24.5 0.5 0.94 0.08 28.0'28.5 0.5 0.84 0.09 0.2 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 0 D.T "7" 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 Stones 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 recommendations 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 Stones 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 fill 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- ,?'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 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 Clearing and Grubbing 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 I,Oose Alluvial Material Several small earth fill darns 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 I). 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 Prt\Paration 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- ?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 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 ComDacted 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- 3b.... 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 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 (pst). 7.3.2 EJ(J)aDsive 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 Loads The following lateral earth pressures may be used in the design of retaining or basement walls for level backfill conditions. Sandy soil: Active pressure: At rest pressure: Passive pressure: 35 psf/foot 55 psf/foot 450 psf/foot Clayey soil: }\ctive pressure: At rest pressure: Passive pressure: 60 psf/foot 80 psf/foot 200 psf/foot -26- ~ 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 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 Shrinkaee and Subsidence 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.lnvestigation 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- ~ 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 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 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 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, TK, 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, "Liquefaction 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.C., Germane, J.T., Lancellotta, R., 1985, "New Developments in Field and Laboratory Testing of Soils," State of the Art Address for Xlth 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 SeismoI. Soc. 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). ;,~ 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 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, KG., 1983, "Interpretation of Cone Penetration Tests - Parts 1 and 2 (Sand)," Canadian Geotechnical Journal, Vol. 20, No.4. Robertson, P.K., Campanella, KG. and Wrightman, A, 1983, "SPT-CPT Correlations," Journal of Geotechnical Engineering Division, ASCE, Vol. 109, Nov. Robertson, P.K. and Campanella, KG., 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, KG., 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 I, 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. ';?'\. 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 Seed, H.B., Tokimatsu, K, Harder, L.P., 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.E., 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.E., 1982, "Determination of Design Earthquake Magnitudes for Micro- zonation, Proceedings of the Third International Earthquake Microzonation Conference, Vol. I of ill, p. 119-130. Tokimatsu, K, and Seed, H.E., 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, imd 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. 6p - - - - - - - - - - - - - - - - - - - DRAWN BY' A.D.M APPROVED BY: P.O. PROJECT NO.: 9R4332C DATE 06-07-89 en n ::r Cl CD ... CD ... C ii' o =)> III III o n iii' .. CD III -'" -c; - -", .- -t ::5 :EI N'" m -",IE ~r~ Q -3: !!l ~ en -~IIlC .= )> I .... ~W '" -~ -~ '" -0 - o N '" I Vl ;;! -0 -t - '" z N -0 - o N o I l>: '" '" o c:: z " Vl- C '" " ,. n '" e I ,I I I I I I . 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'" c:: ::<l ,." N .. I I I I I I I I I I I I I I I I I I 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 (QaI): @CLAYEY GRAVELLY SAND (SC): Fine to medium grained with numerous Gravels, slightly moist, medium dense, dark brown (IOYR 3/3), very porous, roots, CaCOa stringers. @SANDY CLAYEY SILT (ML): Fine grained with some coarse Sand, dry to moist, firm to stiff, dark grey to brown to dark brown (lOYR 4/2-4/3), porous, rootlets, disseminated CaCOa, 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 (lOYR 3/3), small CaCOa stringers. @CLAYEY SILT WITH SAND (ML): Dry, stiff, with some medium to coarse Sand, dark grey brown (IOYR 4/2), very . porous, rootlets. 1Sl,1-- 2-A I I -: I .a ' C). I -' I ~.~ ., .~.:~: :\ ,~-~ ( I \)0"'" , I\Q- - . -Xl.Ct. I . ..r {). ..1 -. 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(\l I ~ o ~ '" ~ :z Q i , '" ry .., ... ~ ~ W I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon 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 (Qat): @ 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. @ GRAVELL Y SILTY SAND (SM): Fine to coarse grained, slightly moist, medium dense, dark grey brown to dark brown (mottled) (IOYR 4/2-3/3), 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 (lOYR 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. b..~ 3-A - - - - - - - - - - - - - - - - - - DRAWN BY: A.O.M. APPROVED BY P.O. 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ALLUVIUM (QaI) @ 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 (IOYR 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 (lOYR 4/2) to brown (lOYR 4/3), very porous, rootlets. disseminated CaCOs. o CLA YEY SILTY SAND (SM): Fine to coarse grained, moist, medium dense, very dark brown-dark brown (IOYR 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 (lOYR.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 (lOYR 4/2). porous, rootlets. disseminated CaCOs, strong concentration in lower 1/2 of unit. ~ 4-A - - - - - - - - - - - - - - - - - - - DRAWN BY! 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I I '\ I I I I I '1 I' I I \ \'\1 I II I 1~1 III _ I I I. \ 1'1 ',./ -/--\-- I , 1./' I I I .l I I II I {, II I I II., I. I II I I II I ., I .' I ,I /, I I. .1 I, I -l; .1 I -'" , - o '" o I ~ l \ \ I I I I' I I , II I I , I I II I I I I I I I -l I, I '" I I '" ~ :z n :I: I ~ \ I I I '" I I I- I \ I I I I Itl I I I I I I I I I , ~ o ~ '" ~ ill: Q III g. I ~ ~ .., ... ~ i'll .., -. C"> j ... .... :J = .1 - - I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon TRRNCH SOA-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 (lOYR 3/1), porous to non-porous, micaceous, bioturbated, numerous roots. ALLUVIUM (Qal) @ 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. @ 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. o SANDY CLAYEY SILT (ML): Fine to coarse Sand with scattered gravels, slightly moist, stiff, very dark grey to dark grey brown (lOYR 3/1-3/2), porous, micaceous, scattered roots, scattered grey brown stringers of CaCOs. @ CLA YEY 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. ~ 5-A en :I: s: =: :I ~ ;;- ~ . ". ~ ::: It _ ass. ~ - " I ,.. !:: ~. .g .. ~ 7 ~ " - 0.. " .... ~ - . ~ ! ~ S! ! :: i of ~ !l UI ~ ---II:' e-. " ~ - ~ Q. -. 5 1- II ~ -. _. . oil .. .. 2 i: ;- . ~ . ~ ". . a: ~ . 1l .. il. i . ~ - - - 06-07-89 ~ -t :; ::D "., m IE -t ;-z Cl t 0 8 "., :I: :i! en ~ c .:j )> I UI _w '" .. ~. r ). ~ ~ , -~ :1 ~ -t;; -'" 0 - DATE - Vl ,.... -(,11 ~ - o :z - - o - '" I _0 - -0 ~ - -'" N -'" w -0 N -0 - 9R4332C - o w o I BREAK-IN-SLOPE '" \ g ~ -:.\ Vl . c;; '" ~ \ .... -- ~ 1m \ :\ I ,,\ - PROJECT NO - o N '" I .- -!- - . J~ , . l -: I ' '. . ~ 0 - :.. I . . \ ~J . \ >\1 CJ:)" l ~:J . \ ,) \ ~-\ ..\ SHORE \ \ \ -\ \ \ - \ o . - - - o N o I - 1)) ~ Q . rt{ , - - P.D - o - o I - APPROVED BV . , UI ~ i m , = = .. . . . -~ ~ i~ ~ C -< ~o III ". ". "'- .. ;- - -a ?I: I w-. . -Ii' " f" ~ -- II i ~ . ". .'"' n ".8. ... It . .. ..~ ~ 0 .. - ~-< i "'''' ..c;; ~ ". . ~ '< ~~ .. m. II 1 ~ ~ . .. n ~ - - .. .. '< ~ - ~. [ . ~ ~ . - [ ~ ~ .- ~ '< ... il ~ 8 :: ~ ~ Ii - - oil - ~ o z ~ '" ~ .~ . .. ~. ! Ii' ~ m UI - . - . n . UI E ... .. .. m ~ . .. n li! -< . n -< , . ~ . ~ - -g ~ ~ . '< . ~ o - ~ ~ " . ~ c: ~ .~ z '" '" ~ m . A.O.M d . m .. ~ ~ r- n Ii! -< . n -< . m . ., ~ . -< Ii! n i1 -< . n -< - . m 3 ~ ~ 1 .. ~ . ~ ~ " ~ : ~ m ~ . ~ 5 .. ~ It ~ . . ~ ~ ~ o . ! .. . . i - DRAWN B Vi Ul n ::r Gl CD ... CD .. C ;C' o =~ rn rn o n iii' .. CD rn I - o w '" I - o w o I - o N '" I - o N o I - o - '" -t ~ Q , 111 ~ .., j '" I I I I I I I I I I I I I I I .1 J J --I. . Associates Schaefer Dixon TRENCH SDA-5 UNITS SURFICIAL SOIL (A HORIZON) CD CLAYEY SILT WITH SAND AND GRAVELS (ML): Moist to wet, soft to firm, dark brown to very dark brown (I0YR 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) o SILT (ML): Moist, firm to stiff, dark brown to dark grey brown (I0YR 4/2-4/3), very p~rous, 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: I Dark grey brown to olive brown (2.5Y 4/2-4/4), moist, moderately hard, micaceous, locally orange oxide mottled. : @ SANDSTONE WITH GRAVELS: I 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 maximuln 2" diameter, subrounded, scattered to numerous, strong orange oxide staining. I @ SANDSTONE: I Fine to coarse grained, slightly moist to moist, moderately hard to hard, b~own (IOYR 5/3), It. olive brown (2.5YR 5/4), poorly sorted, trace to pervasively orlange oxide stained, traces of coarse Sand-Gravel (subangular to subrounded). : i o CLA YEY SILTSTONE WITH SAND: Moist, moderately hard to hard, olive grey (5Y 5/2), traces of fine to grained Sand. coarse i I -s\. n-A I I I I , Associates Schaefer Dixon TRENCH SDA-5 (Cont.>' I @ SANDSTONE: I @ I I I I I I I I I . I .. . i.1 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 SCA TIERED GRAVELS: Slightly moist, fine to coarse grained (traces of Silt), moderately hard to hard, brown (7.5YR 4/6-matrix), Gravels subangular, subrounded (common). r'V '? 6-A Cont. - - - - - - - - - - - - - - - - - - - DRAWN BY A.O.M APPR6vED BY: P.O.' 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CIl ... CIl .. c >C. o ::I> .. .. o C'l iii' .. CIl .. ." - ." ,., 'Q : ! ~ i I .... '" I I I I ~J I I I I I I I I I I I I I I Associates Schaefe'r Dixon TRENCH SDA-6 UNITS SURFICIAL SOIL (A HORIZON) @ CLAYEY 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 l' 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 to 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 i 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 I brown grey (IOYR 6/2) to light yellow brown (2.5Y 6/4), micaceous, orange oxide: mottling. trace Silt lenses (light olive grey) (5Y 6/2). @) SANDSTONE: Fine to coarse grained, Slightly moist, hard, dark yellow brown (lOYR 4/4), micaceous, numerous lenses-cross bedded, oxidized appearance. locally weathered. ! ~C>... 7-A I I I I@ I I@ I 10 10 I I@ I I I I I I I I Associates Schaefer Dixon TRRNCH SDA-6 (Cont.l 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-IOYR 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. r ,y 7-A Cont. ----- DA TE: 06-07 -89 -I 2J m Z 0_ :z: fJ) c :.- I ...... , , - : I ',- =; :_ 1_ , - I :- - , " ,- - ,:: -'-( " , , ,- :. ,-/ . t- - : ,- -I !:-I !: --/ /:) ;,' -.t>. I \,.1 1. . 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'" l~ . il ~~ ~o ~ ~ n ~8 H --0 .8 m i~ . ~ o i! ~ 8 '" ~ '" i .. .. il. r '" 11 ~ r-~ - '" . . . "' i .. 3 1 .. ~ .. .. 5 ;- i ~ . "' i 5 m .. m .. m .- .. i' ~ o I ~ m '" ~ o ~ '" ~ .. .. 8 III n ~ III ClI ~ ClI .. c ;C' o ::I)> .. .. o n Qj' .. ClI .. " ~ i :::l !i! I i I t:D .... I I I I UNITS I I I I I I , Associates Schaefer Dixon TRENCH SDA-7 SURFICIAL SOIL (A HORIZON) @ SILTY SAND/SANDY SILT (SM-ML): Fine to medium Sand with trace of coarse Sand, moist. loose to medium dense. very dark brown (lOYR 2/2), porous, rootlets abundant in upper I', upper I' appears disturbed. ALLUVIUM (Qal) CD CLAYEY SILT (ML): Traces of very fine to coarse Sand, moist, stiff, black (5Y 2.5/1), slightly porous, organic rich appearance. o SANDY SILT (ML): Very fine to coarse Sand and Gravels, moist, stiff, very dark brown to black (lOYR 2/2-2/ I). porous, clay coating on coarse Sand and Gravels. I PAUBA FORMATION (Qps) o SANDY SILTSTONE: I I @ SANDSTONE: I I I I I I Very fine to medium grained, moist, moderately hard to hard, olive grey (5Y 5/2); Sand (;1:10%), 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. -5\ a-A - - - - - - - - - - - - - - - - - - - DRAWN BY A.O.M APPROVED BY: P.D: PROJECT NO.: 9R4332C DATE 06-07-8\1 V> -i -0 ,. ;:j o :z :iI -~ ~ cl ~m c .... C) ""z ~I III .... .... -'" o -~ ~ -", ~ -0 -'" '" -0 '" -'" w -0 w -", BREAK-IN-SLOPE '" '" o e:: :z o V> 'C-~ '" ." ,. n ", ~ o '" '" J .' f . .,. o "J . . . /.".:, . J;} ./J . :., ,', .1" . <1 II . . '; 'i~ . .-.'--1:- .:,':'11.1'.' _, ....:.: '. -".-) , ',.; \ II . " ' , "':11/ . .,. '.:' :11' ~II ,". . I . ~ . '. . ~ . 1 , '0. . . ~ .0' ~ . _ ~ . . .. . ~" :.:: I' . :.!} . 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Q: ~. .. ~ C , ~ . en :: ~ i .8 o ~ en " ~ ~ o , i " m i- .. ~ ~ ~ .. ~ .. ~ ~ ~ ~ :: ~ 0'( m [ ~ ~ .. , .. , ~ .. ~ -. ~ ~ o ; !l " ~ .. .. ! . I ~ o ~ '" I ~ o ~ o ~~ .... ~ 2 i c!o .., >-< !! i'l '" I I I I UNITS I SURFICIAL SOIL (A HORIZON) @ SANDY SILT TO SILTY SAND (ML-SM): I I ALLUVIUM (Qal) @ SILTY SAND WITH TRACES OF GRAVEL (SM): I I @ SILTY CLAY TO CLAYEY SILT (CL-ML): I I I @ SANDY SILT TO SILT (ML): I @ I I OLDER ALLUVIUM (Qoal) I @ SAND WITH TRACES OF GRAVEL (SP): I I I I Associates Schaefer Dixon TRRNC.H SDA-8 Fine to coarse grained, moist, firm to stiff, very dark brown to black (lOYR 2/2-2/1), porous, trace of rootlets, upper )' appears reworked. 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 Clay. 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. 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, I trace of white carbonate mottling, rare rootlets, bleached unit 10, trace of Sand with variable grain size, and subangular to subrounded Gravels. 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. co... '? Q-A I Associates Schaefer Dixon I I TRENCH SDA-8 (Cont.) I I o CLAYEY 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. I PAUBA FORMATION (Qps) CD SANDSTONE TO SILTY SANDSTONE I I 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: I I 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. I I 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. I @ SILTY SANDSTONE: I I Fine to coarse grained Sand, slightly moist, hard, olive grey (5Y 5/2-5Y 6/3), poorly sorted, fines upward. I I I I vP 9- A Cont. . fI -1- , ' II "h/f'j J'L( . -11- ~ 1/1 ~ I J -~/I I 1,\, , .-/ ~::,". ./ k{~f~. . 1~":/.1- r', I I f(;/.1 1:/1.>1:1 I J~, r/n / ",I<L" - - - - - - - - - - - - - - - - - - - DRAWN BY': A. O.M APPROVED BY: P.O. PROJECT NO.: 9R4332C DATE '" ~ -0 -t - o z -'" - o '" '" I ~ o '" o I ~ o ~ '" I '" .... .. c: n .... c: .. m . . ~ . ~ .. ~ n .... i m '" . o - a: .i n D ~ ~ ~ p. ~ ~ ., 3 ~ o ~ ~ o D ~ .... ::D m Z o J: ,en ~ I ..10 o -0 ~ -", ..... < ... ---m -= -ljZ C .. '" Ul -0 Z m C . ~ ::c ~ III -l ..... w -0 -~ ... -0 -~ '" Xl o c: Z <:>-- '" c: Xl ." ,. n ,., 1:>' . . . ,. . Vl I . ": " - I . . . -t ~ Z n ~ ." r- o o Xl . . .. . n 8.... "'N ~~ ~. o D . ft.~ a: ? -.~ ~ - '" -a: ~ - ..i' ~ .. " ~ l:io ~~ ~i ~ii: ~ o '" D D ., . ^ ? - a: .i 8 ~ :( :;' ~ ~ -. .[ o '" D D ., [ & o .... m '" CIl n ::r .. " ... " ... C ;C' o ::I~ .. .. o n Or .. " .. I ~ o '" '" I ~ o '" o I ~ o - '" . . !i =: ;;- ~ If '" . - !l .8 - .. ~ [ 5 : 0- ~ . ~ ~ II ~ g ~ Ii ~ -. . 'l! ~ ., D 0 - j ;: . c o .a '" D ~ '" D ii: ~ D 'i D ~ '" . ~ . < ~ . x a ~ n o o ., o ~ . ... D ~ . ~ ~ D ii: ~ o ~ C ., . . i ~ i .8 o ~ ~ ':' ~ o ., i . m ! i I . ~ . ~ ~ ~ ~ 3 ~ m ! ~ 5 . ., . ., D .- - i ~ o Ii ! . I ! ,:: . -l fR Z 51 ~ ,. .... c " ... ! i$l .... .... I I I I UNITS I I I I I I I I I I I I I I I Associates Schaefer Dixon TRFNCH SDA-9 SURFICIAL SOIL (A HORIZON) CD CLA YEY SILT (ML): Moist. firm. very dark grey brown to black (IOYR 3/2-3/1), porous to slightly porous, roots, disturbed appearance, tilled. ALLUVIUM (Qal): @ CLAYEY SILT (ML) (A HORIZON): Moist, firm, very dark grey brown to black (lOYR 3/2-3/1), very porous, bioturbated, roots. @ CLA YEY SILT (ML) - (WEAK Bt-Btc): Slightly moist to moist, firm to stiff, dark grey brown (IOYR 4/2) with very dark brown (IOYR 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 (IOYR 4/3) with very dark brown (lOYR 3/2) staining along parting surfaces, slightly porous, CaCOs stringers and discontinuous CaCOs nodule line. o 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 (I OYR 3/3) with very dark grey brown, (lOYR 3/2) staining. slightly porous, grades to fine to coarse silty Sand at base. CD CLAYEY SILT WITH SAND (ML): Moist, firm to stiff, very dark grey brown (IOYR 3/2), slightly porous, very micaceous. carbon (?) (black) lined roots. C$1/ 10-A - - - 06-07-!J9 - - DATE - 9R4332C - - - - - - - - P.D - - - - {DRAWN BY - ~ -~ -g; co -", '" -0 PROJECT NO I I I ) I I I ( \ I I \ I -, \ \ I \ I \ I \ \ I \ - I' , i , - \ MATCH LINE \ I 1\ I -\ \ \ \ \ , \ I \ I \ I I I I I \ I I \ 'j I ) :t .' I I'~ . , ' , , 1.\..'" (:' '/',:' , .1. II' ,<',' 0' II' :: r' 0" r" 'I"~ APPROVED BY A.O.M I I -~ ~ _0 o ~ -0 '" I I \ I I I I \ I I I I I \ 1 \ I r I L l , I I I I \ 1 . 1 1 I I ... \ I l Ul I I I \ ct- , -./ -I -- - --", -t :IJ '< m ;;; Z II: 0 ~ -l :t: ._-=c;_ 0._ .~_... _ Z 0> o r<1 en i ~ ~ I -:::- co '" '" ~ c: z o _J_._~_~ I ~ '" I I I I I , I I \ \ I I I \ I I \1 I I \ I \ l ,I I\l I, I 1 \ I . i ~I' lJJ I J I I ( 1 II ,I I \ I \ r " l I I I " . , " " :.1 ~, -n ... o o '" ~ -'" o ~ -N '" ~ _w o ~ -w '" ~ -... o I I I I I t I I I I I , I I I 1 II I ; I I I III C'l ~ a>. <ll ... <ll .. 5! .. o ::l~ III III o C'l OJ' .. <ll III ~ -.0- '" ~ -'" o i I I I I, I, II I \' I ~ o N o \ I I \ J \ \ \ J I r I II I" I II \ r 1 ~ II I I ,0 \ " / i- , I \ \ I I \ I I I ~ 1 I I I ~ o ~ '" I ~ o ~ o I ~ o o '" ~ -l ~ Z !t i \D . , , , t, , ) t. ~ - - - - - - - - - - - - - - - - - - - 06-07-89 DATE PROJECT NO.: 9R4332C -0 - o - '" I '" o - o I - o o '" I P.D APPROVED BY A.O.M DRAWN BY ----<1' - -." ~ - -0 N -0 \ I \ I I \ I ( I { I \ I I \ -t ::D m z 2 en ~ I CD Iii lsl ,., . -- < .... ,., E -I C z c ~ ::: !!Ii VI -I - --'5 ~ -{!; '" '" o c: :z '" Vl c: '" " ,. n '" I ) I \ I I I ( I I I \ I 1 I I I I \ - I \ < ) fl ( ,II I ' ,I' \" I, q II II' II I' II , ~I 1\ \ I I I I 1 J ~ OJ 1 I \ I I I I I I I I I I 'I II I I 1 I I I I I ) I I I I r" 1 l i J j t ,I - I J ~ I R \ \ I . SHI 1 'l I , I - I I I I I SHOR~ +- I I /1. I I I I I) I I 111 ... -'" --{!; l l I I I l I J I' \ r I I I I I ~ 'j \ { i '{ I I. 'r- t I '" I ..j ~ .. .. . -, \ I I I I I I I) ! I I 1 ., ~ i t N .. .. ... !i i ~ '" I c . .il [ ". .. 0: ~ . j . il. ". . il. .. ~ . 5 ! ~ f o , 0" .0' il ::, ~ 5 . ... g 2: . - ~ ~ ::: g .. a: ~ a 'll ;- ;: ~ c ~ , '" .. ,.. . . on I ~ i .8 o ~ I:l ~ ~ ~ o , i . m i ~ - 5 . il. . ~ . ~ 5 " ~ :I ~ m .. ~ ~ II .. , .. , .. . ~ ;c' .. ~ o ~ . " .. .. . .. ~ . -{l; "-g; I I , I f' 1 I j I I ,/ 'J ) (/) n :r III CIl ... CIl .. C ;c' o ::I)> .. .. o n OJ' .. CIl .. -'" '" .... -0 -.... '" r\ \:.) I \ I I )1 \ III I, I i II IjJ , -1. ORE - I , I I \ ) 3NIl HJ1VH .,. I f UI ( I I { I I' I I l l. ,\ '\ ,l I. \ I- 'G' > -I .fll ."z .... n !!! ::: fll VI i .... I o \C I I I I I I I I I ALLUVIUM (QaI) I I I I I I I I I I , Associates Schaefer Dixon TRRNC.H SDA-l0 UNITS SURFICIAL SOILS CD SANDY SILT (ML) (A HORIZON): Fine grained with trace coarse Sand, firm, very moist, (IOYR 3/2), with roots, scattered gravels, porous. slightly gravels. very dark grey brown! micaceous, subrounded @ SANDY SILT (ML) (CUMULIC B HORIZON): Fine grained with trace coarse Sand to fine Gravel, firm, moist, dark brown, (lOYR 3/3), porous, slightly micaceous. (]) GRA YELL Y CLAYEY SAND TO SILTY SAND WITH CLAY (SC-SM): Slightly moist to moist, medium dense to dense, brown (lOYR 4/2), slightly friable, i 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) @ CLA YEY 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 (lOYR 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. (/{y 11-A I I I I@ I I I I I I I I I I I I I I I . Associates Schaefer Dixon TRENCH SDA-10 (Cont.) 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. (jc 11-A Cant. - - - - - - - - - PROJECT NO.: 9R4332C DATE 06-07-89 - - - - - P.D - - APPROVED BY - A.O.M - BY - DRAWN '" .... .. _0= o :z -'" - -0 - o to> C I - o '" '" I . Ii .... m VI i ! 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(; .., -.;.. ." . . '. ".'" . . i ~ . . . " ',..... . '. .~t . . ..:.. .' ..' CP , '. . ,- .. I - '" o - '" '" ,1 ~ { .r - ,,, ~. I I l , ',1- '1 , : . '. . . ,.. .:. ..... ,;.. ,:-:,. 1 ; , ,.... ... I" ." .!' .. '. - - 0 o I - o to> '" , ~ o to> o I - o N '" 6? -t ~ .., n .... :c !! VI fll ~ I .... .... '" .... I I I I UNITS I I I I I I I I I I I I I I I 5 h f D- Associates c ae er ,xon TRF.NCH SDA-11 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 (Qoa!)? (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 (IOYR 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 (IOYR 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. (I0YR 4/3), thinly to angular clasts, porous, &f6 12-A I I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon TRF.NCH SDA-ll (Cant.> @ SILTY SANDSTONE: Fine grained. moist. moderately hard. dark brown to dark yellow brown (10 YR 4/3-4/4), massive, slightly porous, micaceous, scattered medium Sand. @ 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 (I OYR 7/6-7.5Y 7/4), highly micaceous. ~C\. 12-A Cont. I I I I I I I I I I I I I I I I I I APPENDIX A EXPLORATORY TRENCH LOGS SDA-A THROUGH SDA-E -'\\ ~~I;;;c,,_--,-_,-,-,<';,_ '-';;;~";_~L",,_C"""""=----- ',,,,,,-,-,,,-,_ <_"'.c__ ..._,:::';;",_', __ '~ ~~ 'l1\) 'i~ . ~ ...... o " ~ 0)0\<-1 ~ ~ ~:D :'i:t ~m o ,,__~ Z ~--- ~"V 0 ~ ~ :-1:E: It> D Iti '(I) ~ ~C ~~~~ lh '\l f) ~~::t:m l~ ~ III n :T .. 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", ~ ~: .,'L!:," ~ I,. . ,'", ~ 1""0'1 ~ I, f',:, "0' 1.1 .\', ~ '", I:" . . 'I' L I i\':,.' ~ .., 1..~\ ;.t~J _ _ ~ -1;1'" r .~ '~1 . " ,', I", " " '" . '.\, t:' ""'. ',' ~ ,;'.< 1.," ,~: j : t!'v.., tul~ :<,;',' ",::"~'I "'v i: :'j;,;:l' \-' 'j ~~. ":,1. '~~-1~':q \. , ' r "!!... r ~ '" @ ~ . ~ ? t-.. ~N""" ~~liJ ~~~~\) ,,~~ f'o..... fl\ t. ~..~ l!\~~ f'< tu ..' \:: ,&:!1 '-C'5 ij ~ ~~ l!1 ~ ~ ~ ~ ~c ~ tI ~ ~ ih .l,'''' ,. '~ ()"~ <. ""\"i ."'" '" tot: ~ ~~ ,; ~ l^ 0* ':j tll '1V':>! ~ ~ ~ r - @ ........7~' I I. "',\ I,' '1 I- ",_;" J ~r:i' .':. I \ : ~ ;' ~-"ill . L.LI \ ". li';,,1 , :t.., 'I l~b.1 ";0'1 \. '.' 1,,'._:,,;. (_.:, "':"i" i.i,;,:'\ Coo.: ....' ~','J ': \ . ",;i~.l' \",~.~:\ . ""4 i .~ c:.q..( ':ft r 'j.' ., "~ I "1 ~ . t;; .~' ~ ~~~ . 'I ~ ~~~ ~~~~ ~n ~~f ~~:1 1l;2'~;ti~ ,,!l c ~,,~ 11 '!l>~ lhii(<:: lo,':\.....l>...'" .:: "'~t: "...~~ '" JlN!0~ AI ::;.\)tS. ,_-lG'=' <:). ~ ...r- S = ~H ~~ ~ ft,~ III t"" 1J "'~ "1tll:>.f ~~~H n B"I ~~.ti';; ~,," "'t:~ ,,~ ,,~::J~ ~1~ ~ ~~ ~ I).. ,~1 ....,,'l> ~ I...J jlI.~ !~G\~ i'U n "6' >l, !t~:f S" ~ ~cs ~ t1~~ - Ml1rcH . - " \ \ \ . - po' . . . .@J () " il .. ~ .l: r {; ~ b ~ \ . - . - I I I I I I I I I I I I I I I I I J J Associates Schaefer Dixon RIO NRDO #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. "B" Near vertical to moderately sloping, discontinuous, planar features, orange oxide staining, preferred parting surface. "C" 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. "0" 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). '\,\ I I I I I I I I I I I I I I I I I I APPENDIX B METHODS AND INTERPRETATION OF CONE PENETROMETER TESTING 1~ t.l);il<i..i- -.:",,,~},"';'j>,,'_"~-"'~_;':'c .::f~'::')z:",~,L- , ",-,'-'''''-:-,-'~-f'''''.':"-' 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 8 METHODS AND INTERPRETATION: OF CONE PENETROMETER TESTING i 8.1 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 600 apex angle, a 10 ~quare centimeter (cm2) tip area, and a sleeve area of 150 cm2 (ASTM D-3441, see Fig4re 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 (qc) 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 Appen.dix 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). : 8.2 Internretation , 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 lq I 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 * 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) I - Bellott~ et al. (1985) - Bellot9 et al. (1985) - SchmeItmann (1976) I * Angle of Internal Friction: i) Robertson and Campanella (1983) ii) Durgunoglu and Mitchell (1975) iii) Janbu and Senneset (1974) - Beta= + 15,0 and j15 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 la specified depth range and thus the influence of extreme values may be subdued. B-2 ~o I I I I I I I I I I I I I I I I I I I Associates Schaefer Dixon 8 5 4 2 7 6 :3 3 1, , . ,1 , --- - ,- -~-- -- - , \ ---.- E E \0 to ,.., ---L -jl- "-~l I Conical point (10 em!) 2 Lund cell 3 Str:un g~ges 4 Friclion sleeve (150 cm2) .5 ^dju~tmcnl ring 6 Willerproof bushing 7 C,ble 8 Connection with rods TYPICAL E!!..ECTRONIC FRaCTION CONE TIP FIGURE B-1 @\ I I I I I I I I I I I I I I I I I I I 1000 ~ ... Cl .Q ~~100 0' C) z a: <l: w CD 10 w z o u Associates Scha.efer Dixon II o I 2 3 FRICTION I 6 (% ) I 7 I 8 I 4 5 RATIO ZcnQ CclN 5011 8Qnav1cu~ TYPQ J) 2 SGnaltlvQ FJnQ grc1nQd 2) 1 arsonic matliilrlaJ 3) 1 clay 4) 1.5 s11~y clay ta clay 5) 2 claYQY s1lt to a1lty clay 6) ~.S sandy silt to clayey 81lt 7) 3 s11ty sand ta aandy s1lt 8) 4 aand to a1lty sand . 9) 5 .and 10) 6 sravelly .and to .and 11> 1 VQ~y st1f'f' l'1nQ 9~a1ned (.) 12) 2 sand to clayey sand (.) ,.) QVQ,..can.olld~Qd or cQmQntQd Simplified Soil Classification O1art for Standard Electric Friction Cone (Robertson & Campanella, 1986) FIGURE B-2 'Of? I I I I I I I I I I I I I I I I I I APPENDIX C CONE PENETROMETER GRAPHICAL LOGS ~J,;;;C.~'fE:;;;;o:.. _~::~];\,~:~"t;u-",o,,"~,::::,::c.,_ ~ - .,----- ,. ,"."'. ':'.---' _:.-:;. .- ~._+'~-'....:;;: ;:;::.~:..,.~ ~ I I I I I I I I I I I I I I I I -. J Joe Ii l 9R433ZC: DATE ,]2/2D/BiI UlCl\TlON , CPT-] FILE II ] LOCAL FRICTlON 500 0 <Ton/f't ~2) 5 0 o TIP RESISTANCE o , :1 II il 'I 0""'rI'I (AoI I~ MAX DEPTH 10.BO i I i I I UJ' , , ; i . I I I I I I I I ! I : I ! 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 o o I ~ I TIP RESIST^NCE (Ton/ft-2) i-I I , I I , I I , ~ DEPTH (m) 14 --t JOB fI I 9R4332C D^TE I 12/20/88 LDC^TION I CPT-2 FILE fI 6 LOC^L FRICTION FRICTION R^TIO ..~I' _.. Q'~l~~r' j'TT"'!...~ I II I I I I II III i !I I 1 'I II ! I .J I -+1, ----L--r, --~----f---I ' I I i I II ! I I I i I i I I I Ii, I ! i Ii " , I I i I I I I I I I I II I I I i I -I i I 'r-' I I i ! i I - "--Y---T-- i I i : ! : ! , , ' I , I I i i I i I I '. ;~~ -I.' I i Ii !' Ii I I , L~ I I 0 TI P RES I STANCE O~ I I ! ! I I I i I I i I I f ~ I , I , I l , i I ! I I I I ~ I I , I I DEPTH i I (m) ! , i , I I ~ i I I I f I I I I I I i I I i I I I ~ I I ----- I I I 1 ]4 MAX DEPTH 5.81 I Ii il il i[ Ii II I. ., II ii )1 'I Ii Ii ,I , I .' ; i ,., t---n-II ,,', __l._____~-,-, --'----.1,-----11- I !.) i il I ' I I. I . I' , , i I i !i ! i i 'il ; Ii I, I \' ; I" I . I I ,i ,I I'" , I I' I . I [; II . I I ; II ' , 1 'LLI 11_ I i I[ I 1 I i I I I I', i 1.._--1 i I' , I ! J08 /I . 9R4332C DATE . 12/20/88 LOCATION . CPT-2 FILE /I 4 LOCAL FRICTION 500 0 (Ton/f"t -2) 5 0 I 1--'--- . , I ! , ! FRICTION RATIO (PERCENT> 8 i--r--m'-i I I ; ; . , . ! I: I' I! !i ~._.~. Ii I .1 -~._~ !i 'I I. " I' -r ii i( " " i! I I 1 i I 1_---2 I I I I , ii ' ----iJ..----'---i il I Ii I 'I I , ' i ! r ,[ I. I -j----' I 'eb: . I i 1 j .~ I I I I I I I I I I I I I I I I I I I o o TIP RESISTANCE DEPTH (m) FRICTION RATIO (PERCENT> B Ti i I I i I I i i I i I (TonHt.-2) JOB i/ . 9R4332C DATE . 12/20/88 LOCATION . CPT-3 FILE II 7 LOCAL FRICTION 500 0 (Ton/ft. -2) 5 0 , T- ~ I I I I I I I I ! . I t--.-L.-J I I , I ! I I I I . I I I I I I I I I I , ~ I I i , i , \ I ! , , . , J f6't I I I I I I I I I I I I I I I I I I I I D TIP RESISTANCE 14 JOB II I 9R4332C OA TE . 12/20/BB LOCATION I CPT-3 FILE II . 7 LOCAL FRICTION FRICTION RATIO 500 0 (Tan/ft "2) 5 0 (PERCENTJ B (Tanlft"2) 1/ I ,<-.~ II ~ 1",\ I~ . ":1: "- ~ ~ '}r ~ t<- ? I , .; I( V"" ? I I I:;: ~ '- ~--;: "" ::> ~ ;:. ~ c:: ~ .. ( ) ~ ( I I I I -U Ii I I MAX OEPTH 24,2!! ~I DEPTH (m) 2B I , I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o CTanlft. "2) f i + I I DEPTH i CIO> I , f I I , I I I I I I .....~-,.--- I I I I 14 ~ i I I I I , .t-- I I I I I 1__- SOD 0 JOB N ,9R4332C CATE ,12/20/88 LOCATION t CPT-4 FILE N 8 LOCAL FRICTION FRICTION RATIO (Tan/ft."2> S 0 CP~ENn 8 r--'s: T- I i I I Iii , : I I :1 I I I ! I I I I 'I I I I . ! i I I , . i"-~ I i , ! _-1>,_-+,,~ I ! i , , ii' 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 j 1 : ! i t~i ..J........-LS I I I I I I I I I I I I I I I I I I I I TIP RESISTANCE DEPTH (m) (Ton/Tt. -2) 2B MAX DEPTH lB. 40 FRICTION RATIO 5 0 <PERCENT> B Ii ~r--r-l il =~:J i ! il ~~ lidl : I:;'! i ! I II i J:>! tiki: il , '~ I' , i :: I I -::r i "114=" I" ! ! IIi! .L-L_L-L _~L_L__~ I I 'I I I i - I I ' II 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 I ' , , !T1~ I I I ! I :1' I i 11 i I I II ' I I , I L! , 1 I ; I 1 i t-- I - --+----r---, II' I' I ! : , I I ' . I I . 'I ' ! I I I' ' i I ! ,[ ,I ('l"" I : I....., I I i i I " I " :1 Ii Ii ij iI il I I I, II II II I, II i : )1 t , 'I . -------l---..-.1f--.- I I , ' , ! II I I 11 ~ I II I . I' II I' ,I " 'I II I, 'I [ JOB ~ ,SR4332C DATE I 12/20/BB LOCATION I CPT-4 FILE ~ B LOCAL FR I CTI ON (Ton/f"~ "2) ~ i I II I' II il I I II Ii II ,I " I[ I; If 'I I ! ,I , I I ! !I I i I II I I ++1 I,! I I L_.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 o o i , ! J09 /I . 9R4332C OATE . 12/20/99 LOCATION . CPT-5 FILE /I 9 LOCAL FRICTION FRICTION RATIO (Ton/Tt -gL_-.--__. SOO !L___,Q!1!'L~1'.-.?Lr__1L,,(L__. 'r(~ERCENn_T I I J i . ., j I , [f ::::; j : , 9 '-, TIP RESISTANCE --_.~_.-: I i , l [ -, i i ! , j -_...--....j.-_.,-,_."..._-~- ! : . ~ ! " , , , --~-----~---~- -_.._-_._.-~-- . , II ~ , .-l--.. -T------,--.----...L----+-..--~-~ , (,, , ,. , I, , I' 1; if ., I ".~-..--T. '---~-1"-.-.-.-.-r-. , , . . --.,----------..--.-...-- , ; ",:,,:,:::;t:::;:.. cc: ' ; ~ i~ .;~~..".. ,. ..0( -~-;~.--r---~-._-.,...~L-~-it'~.~,-~i~~,,-.. ~-,-~.~.-, ,- , ~~; 1 ...;::::;.-, . , . ;1 .-->i--'~~-~._~_._.---r-.-.~~-;r--- ii :' If <___.____~~_-L.~~___L____,___.~-_.____j! I . , I ~ ; Ii '. " i:Q' , . :) , ! " , II . II ' H..?J..SQ.--1. "_' '__ _,...._. ___.L___ ._li_ __"___. 'T '<::::::> . "\ r,~ '-\ , I' L 1: L"-' .___.._,~_c.~____._ ,...-:::::'" _ __ _ ._, __ i 14Ut. .' I I I I I I I I I I I I I I I I I I I .lOB /I . BR4332C D^ TE I 12/20/BB LO~TION I CPT-5 FILE /I 9 i LOC^L FRICTION FRICnON R^TIO (Ton/ft "2) 5 0 (PERCENT> B 'r; --rl-'--~--l2:[., 3- --'f~ -'.' I 'j! 1 .! . ! ! ii ~--, : : i ,I i I ' i' ,.--<--i- I ~ i I j I I , ii, :----r-- ;X'1-1---r'1 , , . II i I 'I . I' .d::::I i i :: (l':::S I ' I , 1 l: I, : . , I 'i'--:--~-----~---fJ; '. ;~i---l I ,I . I " I:. , "I l:;:::r . I : I ~'C:I i i : I, I' I I t " ,J -~L)~fJj . :" I I'I~" ,i ~.L~J ! : j 1 i 1=: , i ! : I' 1 : ) , , " ! , I : II I I I ,. I I : -l--~~r-.' ...- r---n-;--. --"1 I !:; I I ! Ii !j :1 ;i Ii ., i I, . , :i i I i ;; ! : ! r-'1--1---I---r-'-' .. .- " i :; I ! . , ,. Ii' 1 t I i i , , ! I I " ! I .----.------,-. -l"'-i' '. -...I. .........c_.._ I I I :1 i . it ) I . , :J i I il I - ; I L: I i I Ii : I I C.z.-i __L__.J__L_.._IL_..-L.. _._.J.___L __.-i o TIP RESIST^NCE 14iSl: I ~ ! , , 1 . I (Ton/ft "2) --I , j , 500 0 q " I' .' II '. j; r II " Ii I ii 'I II ., Ii II I ~._. I I i , . -'+----i---'-+ DEPTH (m) I r- I f I I ' I [ . I I ' , . -.. --~~..~-_.-:-._,._---i II i I I . , . , I ~ I I II II II Ii II I. I: ;1 I if r' ----it II I " " I Ii I " i H I i! I II ! !{ i II . I, i --1--._-'-_~ I i 1 I , I I , I I I i i I Ii; l " 2BIi~lLllEPIH3t, 50__L_____L. I I I I I I I I II I I I II I I I I I I 01 I ~ I I 1 I I I I I I i t I I I ! i I i : i I +--i--+- ' ! I I , ' I I ! i I j .IDS . . SR43321: DATE . lZ/2!l/SB LOCA Tl ON . I:PT-6 FILE . 10 LOCAL FRIill_~,N ~~3;IION~4 'i~ I: I f l ~ ! II i I I i H ! I I II i" ;1 : II : 'I 'I :1 ) ! i! ~j II U ~ !; , i , I I I I I I I . I , ~ ; I I I I I I I I i I I , , 'I I I ' DEPTH-23~ --1-----+-- ---: f r j . ! ! ~: , , l , e:~ I I I , ,~ , , ,I i: I; Ii Ii I' I !I i ' II I I I +-! I! r --.,.---,----. --1- --- I ' " ' ! ~ I I I I I ! II ! J i i I , , -,----, ! O\?i --.J I I I I I I I II I I I I I I I I I I I o 1. .IDB /I I 9R~C OATE I 12/20/BB LOCATION I CPT-6 FILE II 10 LOCAL FRICTION FRICTION RATIO SOD 0 (Tan/ft. -2) S 0 (PERCENT> B ~I' ~, --r, -T---T, ----[--~-: ____no, ~ ' r I -OJ ~ , : i t/; if ! ; , i ~, ~ 1-== I ' , ! 4~,~; i!~_i ;: , =- TIP RESISTANCE (Tonlft.-Z) --T--- , , I I ~I !' i! " Ij I, , I - I i i ' i :i !----+-----,--'--------1! i , .~-_.r_- >: J I, ~~ , L_1_____ : i ! , .~_._---... ,. I' Ii I' " ~ " ,. ,) I-C' j - ; -:--1 !cC! :~ P, f , ii I: I~ -wl.__---.:. i , I DEPTHI' (no.) :1 i; i 11 i~ ,-- Ii , II I' ,I II It 1- )i :1 Ii 'I 'I I' II I :1 il ~ ,I il ~ I. il 'I , " , il T: I, I ! I I I 1 .- _L _....l--- ~----' ~ I ' , ! , " t ...' i~ ~ I' I' \1 11 i r-T---'-- I I I I --T I ( --i , i ! I f . i I , i ZBIMAX OEPr~ 23.77 I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE o DEPTH (m) ~I i i " i I , ! I 'U I i , ' I ' I J 14 M X DEPTH 14.00 (Ton/ft"2) I I i I i + I ! 500 0 J08 ~ . 9R4332C DATE . 12/21/88 LOCATION . CPT-7 FILE ~ II LOCAL FRICTION (Ton/ft "2) I , 'I II " Ii 'I Ii II II II !' I I I k:: II IcSnl il I lid: II I I' , il~-. .---L !I 4=~ I, ee' , II ' i H I Ii ~ II ----' FRICTION RATIO (PERCENT> fT 5 0 8 I !: I' I' II II II Ii 'I I, Ii I I i I I I -j, il II I! ;1 " il I I I , I I , , , ii' I I ! i ' -r~-il--l i I i 1 : I i I I i C\'S1 I ~ I I I I I I I I I I I I I I I I II I I JOB /I . 9R4332C DArE . 12/21/BB LOCATION . CPT-9 FILE /I 12 LOCAL FR I CTI ON <Tcn/ft. -2l o TIP RESISTANCE o I I , I I , <Tcn/ft. -2l I I I i I ! SOD 0 I- I I I DEPTH <OIl ; L- l I , 14 LAX DEPT~ 16. FRICTION RATIO 5 r'Oh-<PERrN12..'1 " I I 'I ii' I !">' I '~ ' II 1\ ! 9 ji i1 II I! ii . ' I. I II ' I' I ' ;-----+----- ! I, ' , 1--- !I.., I-G' Ii LJ , . y. ! ---r-- i I i I , ~ Ii - i II i III I , I I I I , -~ -I---~-f-- 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 1 I qtp I I I I I I I I I I I I I I I I I I I o TIP RESISTANCE ]4 JOB ~ . 9R4332C DATE . ]2/2]/BB LOCATION . CPT-B FILE ~ ]2 LOCAL FRICTION (Tcn/Tt -2) 5 0 DEPTH (m) i II I! II 'I i! i I ! ---'= , -+ II I I ! II :1 " II 'I II II II " Ii il " I Ii , :1 II iI " i! ,I " II ! Ii ,I ii il 1 , I I i I I , , I i II II II II II " II I I I I I 1 I I 'I , I 1 II , i " I . I I' i , , II I I I I i I ,I I i , " I I , I i Ii I I , , I II I I I I \! I i I I i il I ~ 26 MAX OEPTH ]6.42 FRICTION RATIO (PERCENT> I I i ! I I 1 i i i , , T I I I i , I I ! -.-j ! 6 I I I I I ! I I I ! I 1 , I I q1 i , ' I I I JOB /I I 9R4332C D^TE I 12/21/B8 LOC^TION . CPT-9 I FILE /I 13 LOC^L FR I CTI ON FRICTION R^T10 0 TIP RES1ST^NCE (Tcn/i't. -2) 500 0 (Tcn/i't. -2) 5 r1T" B 0 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 I i I -i~~ -! ~-~ I -i-----I . I p 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 DEPTH I . (..) I , I , I 1---L , .- . - ._._~ I Ii " II I h I' II ~J I I !I , , --j I, I I I: I , !I I I I I I I' " " I II I I , }- ._.. _L___~ I' . i I ~ , ii i , II I , t I i , I t~ I q~1 I 14 ^X DEPTH 19.00 I I I I I I I I I I I I I I I I I I I I l4C,D TIP RE.SlsrANCE I , ~ : i : I ;- i I ~ ! r- I I I , i 1-. ! DEPTH ~ (m) I I I , r----~---_. I ' , I I ~ I , L I I ~ t I , L. j i i I i : J I I I I 28 LMAX_Qg~Ili.J.~.d~jL.L Ii ii Ii Ii .. . j--. - , , _ J ! . -4------..-. -, __----.,; I . , i I ! , I ! I i , , i I , I , , i i ',' I I, I ' . qq I. I II i I . L' Ii ;: ; ._..L__L___L..__ L...J I I I I I I I I I I I I I I I I I I I o o TIP RESISTANCE I I I i i i ! I , , CTDn/ft -2) . I ! I ! i I I I i i I 1 I --+ i I DEPTH Cm) ---~ I I ~ JOB N . 9R4332C DATE . 12121/BB ~OCATION . CPT-I0 FI~E N 14 ~OCA~ FRICTION FRICTION RATIO 500,.1 0 :;:;-f1.~r:1/i.!;:2) T.Ji -(=n-CEERrENTl r-~ . I I "~I I' il . ' : ;! ;). , -j j i!' Ii' 'I I I : Ii, i t J : II ' I i i.' : :1 il ;1 " il Ii I. :! " Ii ji ,i "1 i l--'-'-r-"'" , !j : Ii I ii I H I' , II il 1 :1 " il II I, 'I -L_-L...____. : II j ,: . II I. II q ., I 1 , . ~--~r -+--.: I. 1 I ~; t . I I I' ' I I' , :: ~ I. '::> i.--S'_"~~' :- ., . ! ~ I , I~ : i ., J I ; I ~ , I i i -+--.- ! i. ii Ii II ~1 ( I. 'i I. , i Ii I . . .-..----+------.-.--. i i I '. I .,.- ~ j.-. , I I I II i. " -:€:' ~, .. , ~Ii,.,~i.. ], ' \ I , !, I . Ii I i: i ; i : j: ....J..__....'--.__ , , , , , i t-- - ..1... _"_ i .-1" . : "CO' _ J_-L..J_.--..J I I I I I I I I I I I I ! I I I I I I I I o 14 JOB 1/ I BR4332C DATE I 12121/BB LOCATION I CPT-I0 FILE 1/ 14 LOCAL FRICTION (TQn/T~ -2) FRICTION RATIO (PERCENTl B r-Ti ; I Hi! ! I I i , ' . i TIP RESISTANCE 5 0 DEPTH (m) , , i i -----r-- I i ! I i I I I i i ! II Ii I' il III i , ~I I '1'1 ;: I" ! II ii I [I j: I Ii ,I I I i'l 'i I ' II, L I II Ii , , I ill li ! r _ : I i li-Y---i----r- ~--- I I I 11 i I I I, I,,! I I II 'II I I " I I' I i I! I II Ii] HI -+--1-~-L-1~ II i ! ! Ii I Ii; i I! I i Ii ! i I I I . I i I I!i i I Ii I " ! I ' I ; t---t-- --+-. --+-- -.L--~ I ! II ; 1 I i il I , I ,i I I I" I ,I Ii ' \ j( I il I I, I!', I I !i I II . I. I; It Ii i I Ij --;-----r-- " I 1 j: I I II ',I Ii g I I i I I ! I i 'i I I I . , L' Ii I , 1,,,,,\\1' Ll_L~__~ i . -L-----t I , i ! I I I , i I i I I Ij I I II , 'I i 1j I , I i I 11 I , I " I I II I I , '[ I 11 i !I ! I I I i I , I II , , I , I I , ! ! I II " I I [ i! Ii I i ! ! j I I [ i I : I ~ I I I I I I i I ! II i II , i I ~ I I I I , I ----. i-'--'-"--- . I ! . , ..-1-.__ I i I 2BIMAX DEPTH 15.75 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/BB LOCATION. CPT-II FILE * IS LOCAL FRICTION FRICTION RATIO SOD 0 (Ton/ft "2) 5 0 (PERCENTl 8 (Ton/ft "2) ~ I~ ~ <( < ), ~ J j '\ ~ ) ( ( l ) ( 1 ~ ( C S ~ ~ > S ~ ~ Ic~ < ---- ~ ~ > ~ C po < ----- - :> :> ~ ~ ...-- II" e ~ 1'--- g ~ IL=' --- ,. ~ r- v ""='- K > ::C - ~ ...s-' <- .~ \ c;: R. ~ '--;. - ~ I r ~ J C ::::> -: F=- e:: .-::::> ..::? / \V--" I \'O't- I, AX DEPTH 16.87 j I 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 14 JOB * ,9R4332C DATE . 12/21/88 LOCATION. CPT-II FILE # IS LOCAL FRICTION FRICTION RATIO 500 0 <Ton/ft"2) S 0 (PERCENTl 8 <Ton/ft "2) 2B ~ ( ::>- c ~ ~ [7 ~ .;: f':, ~ ~~ , MAX DEPTH 16.87 \6'7 DEPTH (m) 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 PATE . 12/21/8B LOCATION . CPT-12 FILE # 16 LOCAL FRICTION FRICTION RATIO SOD 0 (Ton/ft "2) S 0 (PERCENTl 8 <Ton/ft "2) 14 ~ ~ p ~ D ::> I? c:::::: 1? "F -=: ( ? \ B ) I} ~ s p, t I I~ ~ ~ '-::t., r ~ .( ( J \ \: ~ :.:;;:::: :--:, -;;; V ~ ~ '< .-- c ----- ~ ~ ,5 ~ - I-----" ~ --- I c::::- --. > , l>- e r \ t> .c::::.. ~ ";= .c:::: c2 po 5- C- ,-- ~ I~ ~ "-- 1'---- \cf. -- P MAX . - PEPTH (m) 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 OATE . 12/21/88 LOCATION . CPT-12 FILE /I 16 LOCAL FRICTION FRICTION RATIO SOO 0 <Ton/ft "2) S 0 (PERCENTl 8 <Ton/ft "2) 28 I ~ !I c... '- I c: lie I I ":::=- ~ 0( "'- { ( - I :::> ~ I z. ~ ~ ~ :> I I i I I I II I I I I I I I I' I I Ii I I \~ I MAX OEPTH I6.92 I DEPTH (m) 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 . I2/21/88 LOCATION. CPT-12 FILE /I 16 LOCAL FRICTION FRICTION RATIO SOD 0 <Ton/ft "2) 5 0 (PERCENTl 8 <T on/ft "2l ~ IL ~ p ~ ) P ::> I ::- ~ ? ' ~ =:; ). 5 ? / S " , \ I ) } .::::. 'S: ::> t '\ ( ~ f:J r.... , ( I ~ T J l , ~ "-=- < ::> I ~ / c 5 'S '"'- ----- r'-::. > ~ l ...... < r---' ~ --' ~ >- I c:, c R I :> .c::::.. I ~ 5> ~ ==-- ~ l- e -- 3;.. ~ "-- '---- <., \1JP h P MAX ,~ DEPTH (m) 14 , . I. 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 . I2/21/B8 LOCATION . CPT-12 FILE /I 16 LOCAL FRICTION FRICTION RATIO 500 0 (Ton/ft "2) 5 0 (PERCENTl 8 <Ton/ft"2) 28 ~ c... r--- c c C -- =- I 0( t'--., { ( i) ~ I ::::::=- ~ ~ 0;:. I I' I 1 I I I I , \~1 MAX DEPTH 16.92 DEPTH (m) . I I I I I I I I I I I I I I I I I I I I <Ton/ft"Z) JOB * . 9R4332C DATE . IZ/21/BB LOCATIDN . CPT-13 FILE * 17 LOCAL FRICTION FRICTION RATIO SOO 0 <Ton/ft "2) 5 0 (PERCENTl 8 I4 ( [7 ~ ) V ~ ), I f < > ":::> / ? ~ ) ( r C; ~ > 2 ~ [;> I <: I I=> , S ~ r ::::> ) / ., I ~ ~ ) . ............... -- i> >- r s- II > ;> ~ >- ~ \ ~ -;; <- s. < < ;;> > ~ --- 2" ~ -:s r- ? - I> L -:.... ~ '- I~ ...- :::- C ~ j:;=' :J, -... <:: 'i ::::- = C .5 \~ Ie .L.. M X DEPTH 17.90 DEPTH (m) . I I I I I I I I I I I I I I I I I I o TIP RESISTANCE 14 JOB * . 9R4332C OATE . 12/21/BB LOCATION. CPT-13 FILE * 17 LOCAL FRICTION FRICTION RATIO 500 0 <Ton/ft -2) S 0 (PERCENTl B <Ton/ft -2) 2B ( ( ~ ..: V .: )w ) ( ....r --" <: .( IJ f c: I:: ~..::: I'- ~ I-- k 13- ,. - I I I \0\ MAX OEPTH 17.90 DEPTH (on) I I I I I I I I I I I I I I I I I I I .JOB * . 9R4332C DATE . 12/21/BB LOCATION . CPT-13 FILE /I . 17 LOCAL FR I CTI ON FRICTION RATIO o TIP RESISTANCE <Ton/i't "2) 500 0 <Ton/ft "2) 5 0 . ( [7 ;> ) V 0 / <: ~ ~ / ;> ~ ) ( ~ s-' > ~ ~ t:> I <:( p c; I? ~ ~ , ('" I 'z > ~ ) ~ "--- 1-....- r > .,.,- > > ;> ~ t':;>- ~ ~ \ ~ d ~~ ~ < ;5- '" ..... c 3 -=::: r-' . ~ -I. 7 l '" ~~ 'c il~ <" I to ,..= ~ r--. c::: ;: -=' c - 50 Nh DEPTH 17.90 I( C \\0 o DEPTH CN) 14 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 . 12/21/88 LOCATION. CPT-13 FILE /I 17 LOCAL FRICTION FRICTION RATIO SOO 0 <Tcn/ft"2) S 0 (PERCENTl 8 <Ton/ft -2) ) i ~ 0( ! I <tJ- ( , .-r -..... C <. V f " ::: II ~ 0- I I~ .-- k 3'- I I , ! I I ! I I I I I I I I ! I tI i , I I I i I I I I I I MAX PEPTH I7.90 I \\\1 DEPTH (00) 28 I I I I I I I I i I I I I I I I I I I I I I o TIP RESISTANCE o JOB * . 9R4a32C DATE . 12/2I/BB LOCATION . CPY-14 FILE * 1B LOCAL FRICTION FRICTION RATIO 500 0 (Ton/ft "2) 5 0 (PERCENTl 8 <T on/f't "2) ~ ---=> ~ I~ ::::> t? ( [ ~ I \ , 5 ~ ( \..... ;> ~ \.... ?' ( ~ 2 ~ '" = D F: ...:Y ') ~ ~ ~ .( C :> LS ~ ~ t-:> 0:: c; .. - ::>. J "" ~ ~ } ~ , ~ ? .s; I~ L '" , ~ tf > <. ~ < l-3 Mr '1 ~ 5 \\1/ ,~ n~ DEPTH (m) 14 I I I I I I I I I I I I I I I I I I I o o TI P RES I STANCE (Ton/f't -2) JOB * . 9R4332C OATE . 12/21/BB LOCATION . CPY-14 FILE * IB LOCAL FRICTION 500 0 <Ton/ft"2) S 0 FRICTION RATIO (PERCENTl '1 I i I i i I I I +--i I I I , I I I t 1':] . 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 I I ! f I 2BIMAX PEPT~ 15.97 <Ton/ft "2) T JOB * . 9R4332C DATE I 12/21/88 LOCATION. CPY-14 FILE * . 18 LOCAL FRICTION FRICTION RATIO 500 0 <Ton/ft "2) 5 0 <PERCENTl B I <IS" I~ Ie I !> ' ,/ I I i I i j , t I. II II II II 1 II I II I ! I "-- s;:- ~I ,. I , , j$ , 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 1--1 I I i I ~ , ,I II I I I ! !I --+-t--i---1 i' I I I ,j .1' I II II II ,I [ II, I .1 I ,. " ii I I i I I ' I i I I I I i I i \ \ I I \\A.j II [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 (Ton/ft -2) JOB * . SR4332C DATE . 12/2I/B8 LOCATION. CPT-IS FILE /I 19 LOCAL FRICTION FRICTION RATIO SOO 0 (Ton/ft"2) 5 0 (PERCENTl 8 1"-- 1-- ~ I c '? r<- ~ I I .-= I c:;::: i :=0- i .c.. , -= ? i ./ , I I ( I / :> , ---- I -j I 1 - . ~ I , -> ~ ..... ~ "" = ~I> --~ I I r I I I I I ! '- -c:::;:. I , ~ ! = I ~ I ~ I I I ~ II < II . - c:: ~ - ? 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 MAX DEPTH 7.4B ! i DEPTH C.) J u I I I I I I I I I I I I I I I I I I I o D. i I I I TIP RES1STANCE I I t I rr ~:'TM~ I ~. I I I I I i I I , , , I I I , I- I I , , I i i i , i --r- ! (Ton/ft "2) , I ! ! Iii , I ' +----,----r J . j I ! , , , . i , j i I i I Jm'...IlU~..B_L 14 JOB #I . 9R4332C CA Tfi: . 12/22/BB ~TION . CPT-IS F1LE * 20 LOCAL FR I CTI ON 500 0 <Ton/ft-2) 5 0 ~.r~ '-'-T--1 I: I oj>: I I ' ,I i I 'I I" I,'! 1:1 ~. i' Ii i I . II !i Ii :i I' ii 11 Ii Ii ii I' I! FR1CTION RATIO --I--<P~r--a., ! ! , . , f I .-r- -~..~ . , il :1 " " :,1 ! . . '~T--t---'-r--'--;- i :1 l ; -~--t ! :1 " -i- ..~-._--- , , 'I' ~ t ,_~______."_.-l>- I ;~ ii \\Ce i , I 1 I J. i I II ---L-L-L I II I I I I I I I I I I I I I I I I I D 14 TIP RESISTANCE r- I , , ! I f I , r I (Ton/~t"2) SOO 0 -T-- , I I :f ! ji i :1 " 1 i , , I , , I -y-- ! r- I DEPTH (m) I i r r I r r L ! I f ; 2B ~AX. OEPT! 15.93 i , ! j l__L , , , "--r---- .JOB " . 9R433i!C DATE . 12/22/BB LOCATION. CPT-IS FILE /I 20 LOCAL FRICTION <Ton/ft -2) S 0 . I I i-T-- ~i " " " II !I Ii :: " ;j ii iI il ;! ii ,. d !! i I Ii !""._~-t--.- . 1 ' , , , , -T---r--'-----r- -. ., ! ., !I , ~ ~ ~i il oi d . ii l_-L II I: i! i. " :J i Ii I ii ! II i II ! i ~ I ;i ' I !~ ,! , I 1! -I ': l! lr----~-+--:-~_r. " ,I " 1; ii FRICTION RATIO (PERCENTJ B - -, ---- -'--I , . , I , i , I i --i___ I I ; . .-.....-----!- ---. , , _--J-_~ , . 'I I, Ii !I " i l__L I !i (I I ~ ; , ~ \ i II I ,I ! 'I , ,. . II !i I, !, I I i I i I .I n.: - -t-..--; i 1 ! , i ! --t--;--.--L~ , . I . ! ' I ' i ! ~ -r----------t-- " , . -, - ._,-----~ il i !i :i 1 . i, I, I' . !' : Ii: ! ~ ,11-1' " "\:\ ;! : ~ ' , ! \ i i! .: 1 i j ; ~_.' __L_...L__L_-L___L---.-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 PATE . 12/22/88 LOCATION. CPT-17 FILE * 21 LOCAL FRICTION FRICTION RATIO SOD 0 <Ton/ft-2) 5 0 (PERCENTl 8 <Ton/ft "2) 14 1"- r~~ I ~ :::;> \ e-- <( i S I '------ .'L \.... I I'- , ~ I / I ___t-' I -5 ') I ,/ c: ~ 1 '-- > C~ ;i 'C..1 I , ::> .......- I ~ !-5C> } I - "'" C 2 -~ ~ > 3- < ~ ~ :::;. I - ~ I <21 <:::::.. I I -:::;. , ~ - s- <::::: ::::> ~ ~ '\.. ~ { ...." IS ~ , I I.:s' I ;? --. ~ ! P- -- I C c:- - I I ~ ,. ~I ! i I I 1<" i ~ I ~ 'L ;=' ~ < .::::::,.. c ---- ..., '- ~ ~ I~ $ \\~ MAX DEPTH 1S.93 < DEPTH (m) . I I I I I I I I I I I I I I I I I I DEPTH em) ~ f I I 28 MAX DEPTH lS.93 I I I JOB * . 9R4332C DATE . 12/22/B8 LOCATION. CPT-17 FILE * 21 LOCAL FRICTION FRICT10N RAT10 500 0 (Ton/ft "2) 5 0 (PERCENTl 8 <Ton/ft "2) ~ I ~;: I i~ I 1<-13 I I I I I I Ii i ! I I i I I i I I I I I I I I <-p- -= """'i:s- ~~ I) I , -c 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 1 i i i i , I I I I I I I I i I l----j i I I I , ! I I I '1 , i I I I \\<tl i _-1 I JOB * . 9R4332C DATE . 12/22/8B LOCATION. CPT-1B I FILE * 22 LOCAL FRICTION FRICTION RATIO 0 TIP RESISTANCE (Ton/ft "2) SOO 0 <Ton/ft "2) S 0 (PERCENTl 8 0 I I I I \1 , I I I DEPTH I (m) I I I I I I , I I I I I I , I lJ I II I I I , I I -z,ol \ I 14 MAX DEPTH 9.90 I 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 OATE . 12/22/BB LOCATION . CPT-IS FILE * . 23 LOCAL FRICTION FRICTION RATIO 500 0 (Ton/ft "2) 5 0 (PERCENTl B <Ton/ft "2) l~ r------ :..... I I ... ~ ! .--.:> , le- I If I , ~I , ~ I I -- ---- ~ I ..:: ,i' "2 ~ , ~ ~ I ; I:> ~ I ~ I I 1/ S I I -1 ~ I I I ) I I \~ I I 1: ~! I .~ z ~ Ie ~ '? / , , -= ~ i I --. I ---j ir c:.. ~! i I i ~ I~ P- I I I~ p I p ! :> I~ -<<; -5 I -... P- I s: , ~ I I ~ .. .... I Ie - ~~ i ~j>o - ~: c- I I , l~ L -S I <- ===- .7 \~\ ICOEPTH 17.97 !l' r DEPTH (m) 14 . JOB II . 9R43:'!l2C DATE . I2/22/BB LDCATION . CPT-20 I FILE * 24 LOCAL FR I CTI ON 0 TIP RESISTANCE <Ton/ft -2) SOD 0 <Ton/ft "2) 5 0 0 I . I . . I ~ I I I I . I I I DEPTH . (m) I , , . -I I J I , I I , I I , . I I \ , I ~ 14 MAX DEPTH 13 97 I I . I I I I I . . I I . I I I I . I I o TIP RESISTANCE 14 i I ! DEPTH (m) 2B MAX DEPTH 17.97 JOB * . 9R4332C DATE . 12/22/BB LOCATION. CPT-19 FILE * . 23 LOCAL FRICTION <Ton/ft -2) 5 0 I I ! I I , <T on/ f't "2) FRICTION RATIO (PERCENTl 8 I I I i I , I I ! I , I I I I I I j ---,---' I I , I I I I I ' -~ I I \z,~ 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 . 12/22/BB LOCATION . CPT-21 FILE * . 25 LOCAL FRICTION 500 0 (Ton/ft -2) <Ton/ft "2) FRICTION RATIO (PERCEN~ i , ~-J I I I i ! I DEPTH I I (1ft) I II i .-LJ ~-~ I i - , i II I I ~ , I, I I , , 14 MA .3ll _ ___.J__ ! i I , I ------: i I i I , \'21\1 _-J I I I I I I I I I I I I I I I I I I I DEPTH <..> D TIP RESIST^NCE 14 ( s 2B MAX DEPTH IS.30 <Ton/ft "2) .J09 * . 9R4332C DATE . 12/22/BB LOCATION. CPT-21 FILE * . 2S LOCAL FRICTION 500 D (Ton/ft"2) 5 0 ~ ~,. ? ...---0" z I i I I I I I , I I i I 1 I I j FRICTION RATIO (PERCENTl 8 ~:?'"' -'---n 1\ ;5 I I I I I I I I I Lr 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 j +~ \ I : , I ) \Pi ---L...-J I I I I I I I I I I I I I I I I I I APPENDIX D INTERPRETED CPT RESULTS ~l':1T"';-:CC30'''_;:;;~ ","c",:c.,-"'-:::'-'3;c;,"';-a~!~,,'";;;:=-"-::"':~"';';;,_' ;~,~,,:;,;>~ . - '7 \ "be; ,. I I Sc=h_~-f'~..... Dix~n A~~~c=i_t~~ Engineer SDA CPT Date : 12-20-88 On Site Loe: CPT-l Cone Used : I Job No. : 9R4332C Water table (meters) : 9.4 II -------::-~::~---~~~-:--~:.~--~-~~?-~--~---~:=~-~~-:--------------------------------------------------------------------------- DEPTH Q, (avgl Fs (avg) Rf (avgl SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (feet) (tsf) (tsl) (%) (tsf) (%) deg. N NI II -----~~;;-----~~;;-----;;~;;--------~~~------_;~~;--------~~;----~~~~~-~~~;-;~-~~~~;~-~~~;-----~~;;~~---~~~;~----;~---;;~---~;~; 0.33 1.08 154.28 1.90 1.23 O.Ob sand to silty sand )90 )48 37 )50 >0.5 0.b3 2.07 105.51 0.b7 0.b3 0.10 sand to silty sand )90 )48 25 )50 )0.5 0.73 2.40 127.7b 2.4b 1.93 0.14 silty sand to sandy silt )90 )48 41 )50 )0.5 1.03 3.38 132.42 2.49 1. 88 0.18 sil ty sand to sandy si I t )90 )48 42 )50 >0.5 1.13 3.71 133.37 2.29 1.72 0.22 silty sand to sandy silt )90 )48 43 )50 >0.5 1.43 4.b9 158.88 2.75 1.73 0.2b sand to silty sand )90 )48 38 )50 )0.5 1.53 5.02 294.44 2.97 1.01 0.30 sand )90 )48 )50 )50 )0.5 1.83 b.OO 291.59 5.49 1.88 0.34 sand to silty sand )90 >48 )50 )50 >0.5 1.93 b.33 290.02 2.52 0.87 0.39 sand )90 )48 )50 )50 )0.5 2,23 7.32 317.07 1.97 0.b2 0.43 sand )90 )48 )50 )50 )0.5 2.33 7.b4 241.70 3.b5 1.51 0.47 sand to silty sand )90 4b-48 )50 )50 )0.5 2.b2 B.bO lIb.55 3.55 3.05 0.51 sandy silt to clayey silt UNDFHD UHDFD 45 )50 UNDF 2.72 B.92 b4.73 0.39 O.bO 0.55 sand to silty sand bO-70 40-42 Ib 21 .22x 3.02 9.91 94.41 2.24 2.38 0.59 silty sand to sandy silt 70-BO 42-44 30 40 )0.5 3.12 10.24 94.01 3.34 3.55 0.b3 sandy silt to clayey silt UHDFHD UHDFD 3b 4b UNDF 3.42 11.22 128.92 3.13 2.43 0.b7 silty sand to sandy silt 70-80 42-44 41 )50 )0.5 3.52 11.55 152.b2 2.77 I.BI 0.71 silty sand to sandy silt BO-90 44-4b 49 )50 )0.5 3. B2 12.53 Ib2.39 3.34 2.0b 0.75 sil ty sand to sandy si I t BO-90 44-4b )50 )50 )0.5 3.92 12.Bb 209.78 2.39 1.14 0.79 sand )90 44-4b 40 4b )0.5 4.22 13.85 213.39 2.59 1.21 0.83 sand )90 44-4b 41 45 )0.5 4.32 14.17 217.05 2.b4 1.22 0.B8 sand )90 44-4b 42 45 )0.5 4.b2 15.lb 20B.29 2.29 1.10 0.92 sand 80-90 44-4b 40 42 )0.5 4.72 15.49 191.42 2.33 1.22 0.9b sand 80-90 44-4b 37 3B )0.5 5.02 Ib.47 204.02 2.25 1.10 1.00 sand BO-90 44-4b 39 40 )0.5 5.12 Ib.80 213.b9 2.bO 1.22 1.04 sand BO-90 44-4b 41 41 )0.5 5.42 17.7B 220.12 2.b5 1.21 I.OB sand BO-90 44-4b 42 41 )0.5 5.52 IB.lI Ib9.bb 3.20 I.B9 1.12 silty sand to sandy silt BO-90 42-44 )50 )50 )0.5 5.B2 19.09 124.bO 1.7B 1.43 I.lb sand to silty sand 70-80 40-42 30 2B .30x 5.92 19.42 57.93 I.B9 3.2b 1.20 sandy silt to clayey silt UHDFND UNDFD 22 20 UNDF b.22 20.41 2b7.00 2.29 O.Bb 1.24 sand )90 44-4b )50 4b )0.5 b.32 20.73 279.57 2.20 0.79 1.29 sand )90 44-4b )50 4B )0.5 b.b2 21.72 2B9.07 2.03 0.70 1.33 sand )90 44-4b )50 49 >0.5 b.72 22.05 275.48 I.B4 0.b7 1.37 sand )90 44-4b )50 4b >0.5 7.02 23.03 302.94 2.30 0.7b 1.41 sand )90 44-4b )50 49 )0.5 7.12 23.3b 31B.lb 2.45 0.77 1.45 sand )90 44-4b )50 )50 )0.5 7.42 24.34 327.12 2.71 0.B3 1.49 sand )90 44-4b )50 >50 >0.5 7.52 24.b7 m.bb 2.58 0.79 1.53 sand )90 44-4b )50 )50 >0.5 I I I I I I I I I II I I ______4____________________________________________________________________________________________________________________________ Dr - All sands (JaliolkoNSki et al. (985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - H=7.5 x - Seed's correction of 7.5 bloNs/foot has been applied to Nl II IIII Note: For interpretation purposes the PLOTTED CPT PRDFILE should be used Nith the TABULATED DUTPUT frol CPTINTRI I I Iv 3.041 1111 \1.-'\ I . Sc::ha.~+~r- Di.xC3n A5>5>C3c::i.a.t~5> I SDA ~ Engineer On Site Loe: CPT-l Page No. "'" ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH gc lavg) Fs favg) RI (avgl SI6V' SDIL BEHAVIDUR TYPE Eq - Dr PHI SPT SPT CSR (.eters) (Ieet) (tsll !tsl) m (tsll !:tl deg. H HI ----------------------------------------------------------------------------------------------------------------------------------- 7.B2 25... 35B..9 2.98 0.83 1.57 sand }90 44-4. }50 }SO )O.S I 7.92 25.9B 34B..7 4.44 1.27 1..1 sand )90 44-4. ISO }50 )O.S B.22 2..97 3.a.a9 4.39 1.19 1..S sand }90 44-4. ISO ISO >O.S B.32 27.30 377.23 4.01 1.0. 1.70 sand }90 44-4. >50 ISO )O.S I B..2 2B.2B 342.93 4.0. 1.IB 1.74 sand )90 44-4. ISO }SO }O.S B.72 28..1 141.7B 2.40 1..9 1.78 sand to silty sand .0-70 40-42 34 2. .28 9.02 29.S9 211..4 4.32 2.04 1.82 silty sand to sandy silt 70-80 40-42 }SO )50 >O.S I 9.12 29.92 82.32 0.74 0.90 1.8. sand to silty sand SO-OO 3.-38 20 15 .IS. 9.43 30.94 3.7..4 4.32 1.17 1. 90 sand }90 42-44 ISO ISO >O.S 9.53 31.27 433.12 S.9S 1.37 1.94 sand }90 44-4. ISO ISO >0.5 9.B3 32.2S 4BS.B4 4.bl 0.9S 1.9. sand }90 44-4. ISO )50 >0.5 I 9.93 32.S8 S03.1. 4.72 0.94 1.9B gravelly sand to sand }90 44-4. ISO ISO >0.5 10.23 33.56 48..4B 3.0S 0..3 2.00 gravelly sand to sand )90 44-4. >50 ISO }O.S 10.33 33.B9 402.32 1.94 0.42 2.02 gravelly sand to sand }90 44-4. ISO ISO >0.5 I 10..3 34.B8 299.44 -B..2 -2.88 2.04 undefined UHDFND UNDFD UDF UDF UNDF 10.73 35.20 0.00 -13.93 0.00 2.0. undelined UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Ja.iolko.ski et al. 19B5I PHI - Robertson and Ca.pan!lla 1983 CSR: Se!d et al. 19B3 - "=7.S . - Se!d's correction 01 7.S bloIs/loot has been appli!d to Nl II .... Note: For int!rpretation purposes th! PLDTTED CPT PROFILE should b! us!d lith the TABULATED OUTPUT Iro. CPTINTRl (v 3.041 nn I I I I I I I I "I ,1f/ I I Sch.a~-F~r- Dixc:tn As;s;c:tci.at.~s; Engineer SDA CPT Date : 12-20-88 On Site Lac: CPT-2 Cone Used : I Job No. 9R4332C Water table (meters) : 9.73 II _______:r_~~~___~~~_:__~:_:__~_~_~~~__:___::=~_~~~________------------------------------------------------------------------- DEPTH Qc (avgl Fs (avgl Rf (avgl SI6V' SOIL 8EHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ietersl (feetl Itsfl (tsfl (1) Itsfl (%) deg. N NI 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 25 }50 >0.5 0.73 2.40 110.20 1.18 1.07 0.14 sand to silty sand >90 >48 26 }50 >0.5 1.03 3.38 47.63 0.68 1.43 0.18 silty sand to sandy silt 60-70 44-46 IS 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 cliyey 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 UllDFND UNDFD 9 16 UNDF 1.93 6.33 17.68 0.29 1.64 0.39 sandy silt to clayey silt UNDFND UNDFD 7 II UNDF 2.23 7.32 15.81 0.36 2.26 0.43 clayey silt to si I ty clay UNDFND UNDFD 8 12 UNDF 2.33 7.64 13.39 0.51 3.81 0.47 silty clay to clay UNDFND UNDFD 9 13 UNDF 2.62 8.60 15.13 0.57 3.75 0.51 silty clay to clay UNDFND UNDFD 10 14 UNDF 2.72 8.92 28.77 0.71 2.47 0.55 sandy silt to clayey silt UNDFND UIIDFD II 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 UIIDFND 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 J19.66 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 silt 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 2D.41 165.14 3.09 1.87 1.24 silty sand to sandy silt 70-80 42-44 )50 48 }O.S 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 I I II IIII Note: For interpretation purposes the PLDTTED CPT PROFILE should be used with the TA8ULATED DUTPUT frol CPTINTRI (v 3.041 IIII I I , ---.-.--.------------------------------------------------------------------------------------------------------------.------------- Dr - All sands (Jaliolkowski et al. 19851 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 \~o... I I. Sc::h.a._~_..... DixC3..... A!S!SC3c::i.a.t_!S Engineer SDA On Site Loe: CPT-2 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- II.~~~~~~:::~~~~~~--_::~~;~!~--_::~~;~!~---_:~~!::~_.---~~~~___..__~::~_:::::::~:_::::______.::~~~::___~;;~___:;:___;~:___::: I I I I I I I I I I I 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 26.97 344.72 4.34 1.26 1.65 sand >90 44-46 >50 >50 >0.5 8.32 27.30 344.04 3.34 0.97 1.70 sand >90 44-46 >50 >50 >0.5 8.62 28.29 335.79 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 .37. 9.02 29.59 254.07 3.95 1.55 1.82 sand to silty sand 80-90 42-44 >50 46 >0.5 9.12 29.92 320.71 2.8'1 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 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 10.63 3U8 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 gravell y sand to sand >90 44-46 >50 >50 >0.5 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 Sind >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 11.93 39.14 88.61 3.54 4.00 2.22 clayey silt to silty clay UNDFND UNDFD 42 29 UNDF 12.23 40.12 68.59 2.80 4.08 2.24 clayey silt to silty clay UNDFND UNDFD 3J 22 UNDF 12.33 40.45 51.51 1.76 3.42 2.26 clayey silt to silty clay UNDFND UNDFD 25 17 UNDF 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 UNDFND UNDFD 31 21 UNDF 13.03 42.75 58.03 2.61 4.50 2.32 silty clay to clay UNDFND UNDFD 37 25 UNDF 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 UNDFD 33 22 UNDF 13.53 44.39 63.07 2.62 4.15 2.38 clayey silt to silty clay UNDFND UNDFD 30 20 UHDF 13.83 45.37 261.65 2.65 1.01 2.40 sand 80-90 40-42 >50 33 .39 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 UNDFND UNDFD 19 12 UNDF 14.33 47.01 56.19 0.52 0.93 2.46 silty sand to sandy silt <40 32-34 18 12 .20. 14.63 48.00 118.05 4.34 3.67 2.48 sandy silt to clayey silt UNDFND UNDFD 45 29 UNDF 14.73 48.33 177.10 7.40 4.18 2.50 very stiff fine grained U) UNDFND UNDFD >50 >50 UHDF 15.03 49.31 190.02 7.20 3.79 2.52 sand to clayey sand (I) UNDFND UNDFD >50 >50 UNDF 15.13 49.64 86.36 3.91 4.53 2.54 very stiff fine grained (I) UNDFND UNDFD >50 )50 UNDF 15.43 50.62 74.97 2.84 3.79 2.56 clayey silt to silty clay UNDFND UNDFD 36 23 UNDF 15.53 50.95 79.77 3.38 4.24 2.58 clayey silt to silty clay UNDFND UNDFD 38 24 UNDF 15.83 51.94 88.13 4.08 4.63 2.61 very stiff fine grained III UNDFND UNDFD >50 >50 UNDF ~---~::~~-_._~:::~----~~~:~:_-------~:~~..._---_::~:..-_....::~:_--~~~:_~~~~~-~~~~-~~~~~~~-~~~----~~~~~---~~~~~--_::~.._:~~--~~~~ I Dr - 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 N1 II) overconsolidated Dr celented II IIII Note: For interpretation purposes the PLDTTED CPT PRDFILE should be used with the TABULATED OUTPUT frol CPTINTRl (v 3.04) IIII \?;p I I Sch_~~~r Dix~n Ass~ci_t~s I Engineer SDA On Site Loc: CPT-2 Page No. 3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc lavg) Fs lavg) Rf lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR luters) Ifeet) Itsf) (tsf) (%) Itsf) II) deg. H HI ----------------------------------------------------------------------------------------------------------------------------------- I I I I I 16.23 53.25 187.97 8.53 4.54 2.65 very stiff fine grained (I) UNDfND UHDFD >50 >50 UNDF 16.33 53.58 119.04 6.39 5.37 2.67 very stiff fine grained (I) UHDFHD UHDFD >50 >50 UNDF 16.63 54.56 179.46 6.90 3.85 2.69 sand to clayey sand (I) UNDFND UNDFD >50 )50 UNDF 16.73 54.89 189.47 7.57 4.00 2.71 sand to clayey sand (ll UNDFND UNDFD >50 >50 UNDF 17.03 55.B7 264.60 5.49 2.07 2.73 sand to silty sand 80-90 40-42 >50 39 >0.5 17.13 56.20 294.40 B.19 2.7B 2.75 sand to clayey sand (I) UNDFHD UHDFD >50 >50 UNDF 17.43 57.19 184.96 7.60 4.11 2.77 very stiff fine grained (I) UNDFND UNDFD >50 >50 UHDF 17.53 57.51 294.27 7.63 2.59 2.79 silty sand to sandy silt 80-90 40-42 >50 >50 )0.5 17.83 58.50 272.69 5.72 2.10 2.81 sand to silty sand 80-90 40-42 >50 39 >0.5 17.93 58.83 298.95 4.93 1.65 2.83 sand to silty sand 80-90 40-42 )50 43 >0.5 ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jaliolkolski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction of 7.5 blOis/foot has been applied to HI III overconsolidated or celented II 1111 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used lith the TA8ULATED OUTPUT frol CPTINTRI (v 3.04) 1111 I I I I I I I I I I \7\ I I Sc=h.a._~_.... DixC3n A5i5iC3c=i.a.t_5i Engineer SDA CPT Date : 12-20-88 On Site Lac: CPT-3 Cone Used : I Job No. 9R4332C Water table (meters) : 7.8 II-------~-~-~~---~~~-=-~=_:_-~-~~~_:_-~--_:::::_~~~--------------------------------------------------------------------------- DEPTH Qc (avgl Fs lavg) RI lavg} SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR l.eters} (feet) ltsll ltsl} m (tsf) m deg. N NI II-----~~;;----~~;;-----;;~;~-------~~~;--------~~--------~~;-------~~~-;;-~~~~~~~~-----------;;~------;;;----~~---;;~---;~~; 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 34.38 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 O.IB silty sand to sandy silt 60-70 42-44 II 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 0.38 1.10 0.30 silty sand to sandy silt 50-60 40-42 II 20 .30. I.B3 6.00 33.05 0.37 1.11 0.34 silty sand to sandy silt 50-60 40-42 II 18 .27. 1.93 6.33 21.85 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 8.60 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 II UNDF 3.12 10.24 17.81 0.47 2.64 0.63 clayey silt to silty clay UNDFND UNDFD 9 II UNDF 3.42 1l.22 1l.42 0.33 2.89 0.67 silty clay to clay UNDFND UNDFD 7 9 UNDF 3.52 1l.55 16.02 0.42 2.62 0.71 clayey silt to silty clay UNDFND UNDFD 8 9 UNDF 3.82 12.53 23.05 0.59 2.57 0.75 clayey silt to silty clay UNDFND UNDFD II 13 UNDF 3.92 12.86 24.99 0.94 3.76 0.79 silty clay to clay UNDFND UNDFD 16 18 UNDF 4.22 13.85 15.19 0.45 2.98 0.83 clayey silt to silty clay lINDFND UllDFD 7 8 UNDF 4.32 14.17 12.54 0.36 2.87 0.88 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 UllDFND UNDfD 7 8 UNDF 4.72 15.49 8.80 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 1.08 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 5.82 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 UNDFND UNDFD 5 4 UNDF 6.32 20.73 7.74 0.16 2.07 1.29 silty clay to clay UNDFND UNDFD S 4 UNDF 6.62 21.72 8.76 0.16 1.79 1.33 clayey silt to silty clay UNDFND UNDFD 4 4 UNDF 6.72 22.05 lo.s8 0.09 0.83 1.37 sandy silt to clayey silt UNDFND UNDFD 4 4 UNDF 7.02 23.03 1l.29 0.16 1.39 1.41 clayey silt to silty clay UNDFND 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 O.OB 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 I I I ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands IJa.iolkoNski et al. 19851 PHI - Robertson and Ca.panella 19B3 CSR: Seed et al. 19B3 - N=7.5 II · - Seed's correction of 7.5 bloNs/foot has been applied to Nl IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Nith the TABULATED OUTPUT frot CPTINTRl I I (v 3.04) UU \'?v . Sc:hcua-F _r- Oixc:n.... AS>!S~c:i.at_S> I Engineer SDA On Site Loc: CPT-3 Page No. ~ ... ----------------------.---.-------------------------------------------------------------------------------------------------------- I DEPTH Qc (avg) Fs (avg) Rf (avgl SI6V' SOil BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR Ileters) Ifeet) (tsf) Itsfl m Itsfl m deg. N Nl ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.66 8.66 0.12 1.39 1.57 clayey silt to silty clay UNDFND UNDFD 4 3 UNDF 7.92 25.98 15.26 0.42 2.75 1.61 clayey silt to silty clay UNDFND UNDFD 7 6 UNDF 8.22 26.97 15.43 0.40 2.57 1.63 clayey silt to silty clay UNDFND UNDFD 7 6 UNDF 8.32 27.30 10.50 0.40 3.81 1.65 clay UNDFND UNDFD 10 B UNDF I 8.62 28.28 53.54 0.90 1.69 1.67 silty sand to sandy silt 40-50 34-36 17 13 .22x 8.72 28.61 52.79 1.14 2.16 1.69 sandy silt to clayey silt UNDFND UNDFD 20 16 UNDF 9.02 29.59 119.95 3.59 3.00 1.71 sandy silt to clayey silt UNDFND UNDFD 46 36 UNDF 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 64.81 1.67 2.58 1.75 sandy silt to clayey silt UNDFND UIlDFD 25 19 UIlDF 9.53 31.27 75.69 2.05 2.71 1.77 sandy silt to clayey silt UNDFND UNDFD 29 22 UNDF 9.83 32.25 163.81 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 3.16 1.81 clayey silt to silty clay UNDFND UNDFD 20 15 UNDF 10.23 33.56 19.58 0.36 1.79 1.83 sandy silt to clayey silt UNDFND UNDFD 8 6 UNDF 10.33 33.89 16.49 0.40 2.43 1.85 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF I 10.63 34.B8 18.49 0.35 1.91 1.87 clayey silt to silty clay UNDFND UNDFD 9 7 UNDF 10.73 35.20 15.17 0.20 1.32 I.B9 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF 11.03 36.19 13.53 0.18 1.33 1.92 sandy silt to clayey silt UNDFND UNDFD 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 UNDF 11.43 37.50 30.83 0.61 1.97 1.96 sandy silt to clayey silt UNDFND UNDFD 12 9 UNDF 11.53 37.83 62.26 1.70 2.73 1.98 sandy silt to clayey silt UNDFND UNDFD 24 17 UNDF 11.83 38.81 39.91 0.74 1.85 2.00 sandy silt to clayey silt UNDFND UNDfD 15 11 UNDF I 11.93 39.14 27.16 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 UNDfND UNDFD 28 20 UNDF 12.33 40.45 104.00 5.69 5.47 2.06 very stiff fine grained (I) 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 to silty clay UNDFND UNDFD 26 18 UNDF I 13.13 43.08 49.94 1.88 3.76 2.14 clayey silt to silty clay UNDFND UNDFD 24 17 UNDF 13.43 44.06 31.62 0.72 2.28 2.16 sandy silt to clayey silt UNDFND UNDFD 12 8 UNDF 13.53 44.39 25.20 0.17 0.67 2.18 silty sand to sandy silt (40 <30 B 6 .13, 13.83 45.37 33.11 0.90 2.71 2.20 sandy silt to clayey silt UNDFND UNDFD 13 9 UNDF 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 46.69 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 sil t to clayey si It UNDFND UNDFD 11 7 UNDF I 14.63 48.00 28.96 0.71 2.44 2.28 sandy silt to clayey silt UNDFND UNDFD 11 i UNDF 14.73 48.33 27.03 0.46 1.70 2.31 sandy silt to clayey silt UNDFND UNDFD 10 7 UNDF 15.03 49.31 26.38 0.56 2.12 2.33 sandy silt to clayey silt UNDFND 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 UNDF 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 UNDF 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 (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 NI (,) overconsolidated or celented II 1'1' Note: For interpretation purposes the PLOTTED CPT PROFilE should be used with the TABULATED OUTPUT frol CPTINTRl (v 3.04) nn I \,?'?J I Sc:::h__-f'_r- DixC3n AS>>S>>C3c:::ia.'tteS>> I Engineer- SDA On Site Loc: CPT-3 Page No. ." - ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Oc (avgl Fs (avg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Or PHI SPT SPT CSR lletersl Ifeet) (tsf) (tsf) It) Itsf) m deg. N HI ----------------------------------------------------------------------------------------------------------------------------------- 16.23 53.25 36.28 0.52 1.42 2.45 silty sand to sandy silt <40 30-32 12 7 .15x I 16.33 53.58 33.45 0.44 1.32 2.47 silty sand to sandy silt <40 <30 11 7 .15x 16.63 54.56 31.97 0.46 1.44 2.49 sandy silt to clayey silt UNDFND UNDFD 12 B UHDF 16.73 54.89 30.26 0.55 1.82 2.51 sandy silt to clayey silt UNDFNO UNDFD 12 , UNDF , I 17.03 55.87 38.82 0.68 1. 75 2.53 sandy silt to clayey silt UNDFNO UNDFD 15 9 UHDF , 17.13 56.20 23.46 0.26 1.11 2.55 sandy silt to clayey silt UNDFND UNDFD 9 6 UNOF I 17.43 57.19 25.54 0.30 1.17 2.57 sandy silt to clayey silt UHOFND UNDFD 10 6 UHDF 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 36.75 0.65 1.76 2.61 sandy silt to clayey silt UNDFND UNDFD 14 9 UNDF 17.93 5B.B3 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 UHDFD 12 8 UNDF I 18.33 60.14 44.8B 0.64 1.43 2.67 silty sand to sandy silt <40 30-32 14 9 .17x 18.63 61.12 33.82 0.49 1.46 2.69 sandy silt to clayey silt UHDFHD UNDFD 13 8 UHDF 18.73 61.45 26.10 0.14 0.54 2.72 silty sand to sandy silt (40 <30 8 5 .13x I 19.03 62.43 56.48 1.53 2.71 2.74 sandy silt to clayey silt UHDFND UNOFD 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 63.75 23.32 0.19 0.80 2.7B sandy silt to clayey silt UNDFND UNDFD 9 5 UHDF 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 65.06 26.25 0.33 1.26 2.82 sandy silt to clayey silt UNDFHD UNDFD 10 6 UHDF 19.93 65.39 30.94 0.71 2.29 2.84 sandy silt to clayey silt UNDFND UNDFD 12 7 UHDF 20.23 66.37 25.69 0.32 1.25 2.86 sandy silt to clayey silt UNDFND UHDFD 10 6 UNDF I 20.33 66.70 28.60 0.37 1.29 2.B8 sandy silt to clayey silt UNDFHD UNDFD 11 7 UNDF 20.63 67.68 27.93 0.46 1.65 2.90 sandy silt to clayey silt UNDFHD 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 UHDF 21.13 69.32 39.31 1.64 4.17 2.96 silty clay to clay UHDFHD UNDFD 25 15 UHDF 21.43 70.31 63.03 2.79 4.43 2.98 clayey silt to silty clay UNDFND UNDFD 30 18 UHDF 21.53 70.64 82.07 4.20 5.12 3.00 very stiff fine grained (II UNDFND UNDFD >50 46 UNDF I 21.83 71.62 95.85 3.97 4.14 3.02 clayey silt to silty clay UNDFND UHDFD 46 27 UNDF 21.93 71.95 57.12 1.21 2.12 3.04 sandy silt to clayey silt UHDFHD UNDFD 22 13 UHDF 22.23 72. 93 47.84 1.31 2.74 3.06 sandy silt to clayey silt UNDFND UHDFD 18 11 UHDF I 22.33 73.26 39.36 0.72 1.83 3.08 sandy silt to clayey silt UNDFND UHDFD 15 9 UHDF 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 75.56 60.59 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 UHDFD 28 16 UHDF 23.43 76.87 66.87 2.62 3.92 3.19 (Iayey silt to silty clay UHDFND UNDFD 32 18 UNDF 23.53 77.20 40.63 0.B4 2.07 3.21 sandy silt to clayey silt UNDFHD UNDFD 16 9 UNDF I 23.B3 78.18 42.60 1.16 2.72 3.23 sandy silt to clayey silt UNDFHD UNDFD 16 9 UHDF 23.93 78.51 41.06 0.95 2.31 3.25 sandy silt to clayey silt UNDFND UHDFD 16 9 UNDF 24.23 79.49 40.56 1.39 3.42 3.27 clayey silt to silty clay UNDFND UHDFD 19 11 UHDF I 24.33 79.82 34.47 1.08 3.13 3.29 clayey silt to silty clay UHDFND UNDFD 17 9 UHDF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (JaliolkoNSki et al. 19B5) 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 II) overconsolidated or celented II 1." Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Nith the TA8UlATED OUTPUT frol CPTINTRI Iv 3.04) 1111 I \ ,?A. I I Engineer Sch~~~~r Dix~n A~~~ci~t~~ SDA On Site Loc: CPT-3 Page No. 4 ----------------------------------------------------------------------------------------------------------------------------------- II _~~~~~;!:::~~~~~___:~~;~!~____::~~;~!~____::~~!::~_____~~~~_________::~~_:::::~:::_::::_______::~~~::___~;;~____:;:___;~:___::: 24.63 80.81 31.78 0.78 2.46 3.31 sandy silt to clayey silt UNDFND UNDFD 12 7 UNDF I ----~~:~----~~~~~-----~~~~~------~~~~~~------~:~~~~---_____:~:~____________~~~~~~~~~_____________~~~~~___~~~~___~~~___~~~___~~~~ I Dr - All sands fJaliolkowski et al. 1985' PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 I III' Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED DUTPUT frol CPTINTRI (v 3.04) 'I"~ I I I I I I I I I I I I I \ ?:J-6 . I Sc::h.a~+~r- Dixc:tn A'S'Sc:tc::i.at~'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 Dc lavgl Fs lavgl Rf lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR Ileters) I feet) Itsfl Itsf) m ltsfl 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 UNOF 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 60-70 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 UNDfNO UIl0FD 34 >50 UHDF 1.93 6.33 64.01 3.37 5.26 0.39 very stiff fine grained 1*) UNDFND UNDFD >50 >50 UHDF 2.23 7.32 64.50 3.10 4.80 0.43 silty clay to clay UHDFHD UHDFD 41 >50 UHDF 2.33 7.64 54.40 2.33 4.28 0.47 clayey silt to silty clay UHDFND UHDFD 26 39 UNDF 2.62 8.60 37.39 1.74 4.66 0.51 silty clay to clay UNDFND UNDfD 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 UNDFND UNDFD 18 24 UNDF 3.12 10.24 18.62 0.72 3.87 0.63 silty clay to clay UNDFHD UNDFD 12 15 UNDF 3.42 11.22 15.34 0.55 3.56 D.b7 silty clay to clay UNDFND UNDFD 10 12 UNDF 3.52 11.55 15.34 0.55 3.59 0.71 silty clay to clay UNDFHD UNDFD 10 12 UNDF 3.82 12.53 10.67 0.29 2.69 0.75 silty clay to clay UNDFND UNDFD 7 8 UNDF 3.92 12.86 8.63 0.19 2.20 0.79 silty clay to clay UNDFHD UNDFD 6 6 UHDF 4.22 13.85 8.70 0.18 2.11 0.83 silty clay to clay UNDFND UNDFD 6 6 UMDF 4.32 14.17 7.99 0.16 2.00 0.88 silty clay to clay UNDFND UIlDFD 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 UNDFD 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 UIlDFD 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 2D.41 25.04 1.37 5.49 1.24 clay UNDFND UNDFD 24 22 UNDF 6.32 20.73 16.28 0.84 5.16 1.29 clay UNDFHD 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 UHDFD 5 4 UNDF 7.02 23.03 8.71 0.13 1.49 1.41 clayey silt to silty clay UNDFHD 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 UNDfND 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 I I ----------------------------------------------------------------------------------------------------------------------------------- I I Dr - All sands IJaliolkooski 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 N1 1*) overconsolidated or celented *1** Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Nith the TA8ULATED OUTPUT frol CPTINTRl I I Iv 3.04) UU \ rzjR ". Sc::h.a4e-F4er- DixCln AsosoClc::i.at4eso I Engineer SDA On Site Loe: CPT-4 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avg) Fs (avg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eo-Dr PHI SPT SPT CSR (Ieters) (feet) (tsf) (tsf) (%) (tsf) (%) deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- 7.82 25.66 44.64 1.25 2.79 1.50 sandy silt to clayey silt UNDFIlO UNDFD 17 14 UNDF I 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 UIIDFND UNDFD 10 8 UNDF 8.32 27.30 17.00 0.48 2.82 1.56 clayey silt to silty clay UNDFHD UNDFD 8 7 UNDF I 8.62 28.28 14.00 0.36 2.55 1.58 clayey silt to silty clay UNDFND UNDFD 7 5 UIIDF 8.72 28.61 18.36 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 UNDFND 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 UIIDFND UNDFD 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 UIIDFND UNDFD 10 8 UNDF I 9.93 32.58 17.77 0.51 2.87 1.73 clayey silt to silty clay UNDFND UIIDFD 9 7 UNDF 10.23 33.56 18.99 0.45 2.39 1.75 clayey silt to silty clay UNDFND 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 sa. 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 UHDFND UNDFD 11 8 UNDF 11.43 37.50 IU5 0.50 2.53 1.87 clayey silt to silty clay IlNDFIlD UNDFD 9 7 UNDF 11.53 37.83 18.83 0.49 2.60 1.89 clayey silt to silty clay UNDFND UNDFD 9 7 UNDF 11.83 38.81 24.94 0.67 2.70 1.91 clayey silt to silty clay UNDFIlD 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 UNDFIlD 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 UIIDF 13.03 42.75 28.93 0.72 2.48 2.04 sandy silt to clayey silt UIIDFIlD 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 UIlDFND UNDFD 10 7 UNDF I 13.83 45.37 25.29 0.48 1.91 2.12 sandy silt to clayey silt UNDFIlD 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 I 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 UIIDFND U/lDF1) 13 9 UNDF I 14.63 48.00 32.61 0.89 2.74 2.20 sandy silt to clayey silt UNDFIlD UNDFD 12 9 UNDF 14.73 48.33 24.65 0.31 1.26 2.22 sandy silt to clayey silt UIIDFND UNDfD 9 6 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 .31x 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 7 5 UNDF 15.83 51.94 25.73 0.22 0.86 2.32 silty sand to sandy silt (40 <30 8 5 .l3x I 15.93 52.26 42.80 1.22 2.85 2.35 sandy silt to clayey silt UIIDFND UNDFD 16 11 UNDF ---------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (JaliolkoMSki et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction of 7.5 bloMs/foot has been applied to NI II IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Mith the TABULATED OUTPUT frOI CPTINTRI (v 3.04) 1111 I \?;71 I J ; \ I j En.' neec ,::h__h~ :~: :~oo ~::~d _t_~ P..e No. , I :------~;;~---------~~~::;;--- Fs la:;~----;;-;::;~-----;;~~~----------~;~~;;;~;-~;;;-------;;-=~;----;~;----;;~---;;~---~;; litters) Ifeetl Itsf) Itsf) m Itsfl m df9. N NI ----------------------------------------------------------------------------------------------------------------------------------- 16,23 53,25 46.77 1.46 3,11 2.37 sandy silt to clayey silt UNDFIID UIlDFD 18 12 UNDF 16,33 53.58 67.92 2.52 3.71 2.39 clayey silt to silty clay UNDfND UllDFD 33 21 UNDF 16.63 54.56 72.01 3.29 4.56 2.41 clayey silt to silty clay UNDFIID 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 17.03 55.87 50,44 1.71 3.39 2,45 clayey silt to silty clay UNDFND UNDFD 24 16 UNDF 17.13 51>.20 80.37 4.53 5.1>4 2.47 very stiff fine grained II) UNDFIID UNDFD }50 50 UNDF 17.43 57.19 ]3,65 4,20 5.71 2.49 very stiff fine grained III UllDFND UNDFD )50 45 UNDF 17.53 57.51 33.92 0.62 1.83 2.51 saRdy silt to clayey silt UNDfND UNDfD 13 8 UNDF 17.83 58.50 30.54 0.47 1.55 2.53 sandy silt to clayey sill UllDFND UNDFD 12 7 UNDF 17.93 58.83 28.48 0.33 1.16 2.55 sandy silt to clayey silt UNDfND UllDFD 11 7 UNDf 18.23 59.81 23.46 0.37 1.59 2.57 sandy silt to clayey silt UNDFIID UNDfD 9 6 UNDF 18.33 60.14 23.08 -13.93 -bO.:u. 2.59 undefined UNDFIID UllDFD UDF UDf UNDf ~---------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJiliolkowski et al. 1985) PHI - Robertson and Caapanella 1983 CSR: Seed et al. 1983 - "=7.5 II) overconsolidated or celented IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABUlATED OUTPUT frol CPTINTRI Iv 3.04) 1111 I I I I I ~ I , i I I I I I \ '7;)'6 . I Sc::hau~-f' ~.... DixC3n A!5!5C3c::i.at~!5 Engineer : SDA CPT Date : 12-20-88 On Site Lac: CPT-5 Cone Used : I Job No. : 9R4332C Water table (meters) : 6.02 II _______!_c:~~__~~~_:__~:_:__:_~::?_~__:___:::~_~~:_______-------------------------------------------------------------------- DEPTH Qc layg) Fs (ayg) Rf (ayg) SI6V' SOIL 8EHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (feet) ttsf) (tsl) III (tsf) III deg. N N1 II -----~~;;-----~~;;----~~~--------~~;;--------~~~~--------~~~;----~~~~-~:~;-;~-~:~;~-~;;;--------~;~------;;;----~;---~~---~~~; 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 80.54 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 UIIDFND UNDFD 26 }50 UNDF 1.43 4.69 34.91 1.78 5.10 0.26 clay UmD UNDFD 33 >50 UMDF 1.53 5.02 35.57 1.74 4.89 0.30 clay UllDFND UllDFD 34 }50 UNDF 1.83 6.00 34.40 1.66 4.82 0.34 clay UNDFND UIIDFD 33 >50 UNDF 1.93 6.33 27.67 1.15 4.16 0.39 silty clay to clay UNDFND UllDFD 18 29 UMDF 2.23 7.32 27.04 1.22 4.51 0.43 clay UIIDFND UIIDFD 26 40 UIIDF 2.33 7.64 29.07 1.33 4.58 0.47 clay UMDFND UNDFD 28 41 UNDF 2.62 8.60 30.37 1.29 4.24 0.51 silty clay to clay UIIDFND UNDFD 19 28 UNDF 2.72 8.92 37.44 1.87 4.99 0.55 clay UNDFND UIIDFD 36 49 UNDF 3.02 9.91 19.21 0.76 3.94 0.59 silty clay to clay UNDFND UIIDFD 12 16 UNDF 3.12 10.24 12.33 0.39 3.16 0.63 silty clay to clay UMDFND UllDFD 8 10 UNDF 3.42 11.22 24.68 1.05 4.27 0.67 silty clay to clay UIIDFND UNDFD 16 19 UNDF 3.52 11.55 28.82 1.47 5.10 0.71 clay UllDFND UllDFD 28 33 UMDF 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.'1'1 1.10 4.40 0.79 silty clay to clay UNDFND UIIDFD 16 18 UNDF 4.22 13.85 48.06 0.68 1.42 0.83 silty sand to sandy silt 4o-~ 38-40 15 17 .26x 4.32 14.17 25.25 0.83 3.29 0.88 clayey silt to silty clay UNDFND UIIDFD 12 13 UNDF 4.62 15.16 12.33 0.35 2.84 0.92 silty clay to clay UNDFND UNDFD 8 8 UNDF 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 UNDFD 12 12 UNDF 5.42 17.78 16.18 1.01 6.26 1.08 clay UNDFND UllDFD 15 15 UNDF 5.52 18.11 24.27 1.74 7.17 1.12 clay UNDFND UNDFD 23 22 UNDF 5.82 19.09 35.14 2.22 6.33 1.16 clay UNDFND UllDFD 34 32 UMDF 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 UllDFD >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 UNDFD 10 9 UNDF 7.02 23.03 40.09 0.80 2.15 1.32 sandy silt to clayey silt UIIDFND UNDFD IS 14 UNDF 7.12 23.36 30.52 0.92 3.01 1.34 clayey silt to silty clay UNDFND UNDFD IS 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 UMDFD 11 10 UNDF I 1 I II 1 I 1 II I I I 1 ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (JalialkaMski et al. (985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 II x - Seed's correction of 7.5 bloMS/foot has been applied to Nl III' Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Mith the TA8ULATED OUTPUT frol CPTIMTRl Iv 3.04) "II I ,I \'=f;a.... I Sc::h.a~-i"~..- DixCJn A5i5iCJc::i.at~5i I Engineer SDA On Site Lac: CPT-5 Page No. 2 -------------------------------------------------------------------------------------------------------------------------.--------- I DEPTH Dc lavg) Fs (avg) Rf lavgl SI6V' SOIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR lleters) (het) (tsf) ltsfl m (tsl) m deg. N Nl ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.66 19.07 0.94 4.93 1.40 clay UNDFND UNDFO 18 16 UNDF 7.92 25.9B 14.45 D.68 4.71 1.42 clay UIIDFND UNDFD 14 12 UNDF 8.22 26.97 16.94 0.62 3.M 1.44 silty clay to clay UNDFND UNDFD 11 9 UNDF 8.32 27.30 19.93 0.85 4.26 1.47 clay UIIDFIlD UNDFD 19 16 UNDF I 8.62 28.28 20.66 0.72 3.50 1.49 clayey silt to silty clay UNDFNO UNDFD 10 8 UHDF 8.72 28.61 17.00 0.59 3.47 1.51 silty clay to clay UNDFNO 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 I 9.12 29.92 17.47 0.24 1.37 1.55 sandy silt to clayey silt UNDFIlD UNDFD 7 5 UNDF 9.43 30.94 10.51 0.22 2.06 1.57 clayey silt to silty clay UNDFND UHDFD 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 I 9.93 32.58 13.52 0.43 3.18 1.63 si!ty clay to clay UNDFIlD UNDFD 9 7 UNDF 10.23 33.56 27.74 0.95 3.41 1.65 clayey silt to silty clay UNDFND UNDFD 13 10 UNDF 10.33 33.89 20.87 0.54 2.59 1.67 clayey silt to silty clay UNDFHD UNDFD 10 8 UNDF I 10.63 34.88 15.68 0.38 2.44 1.69 clayey silt to silty clay UNDFIID UNDFD 8 6 UNDF 10.73 35.20 18.19 0.67 3.68 1.71 silty clay to clay UIIDFHD UNDFD 12 9 UNDF 11.03 36.19 15.85 0.33 2.10 1.73 clayey silt to silty clay UNDFND UNDFD 8 6 UNDF I 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 UNDFND UNDFD 9 7 UNDF 11.53 37.83 16.41 0.40 2.44 1.79 clayey silt to silty clay UNDFHD UNDFD 8 6 UNDF 11.83 38.81 18.11 0.50 2.78 1.81 clayey silt to silty clay lOOlFND UNDFD 9 7 UNDF I 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 6 4 UllDf 12.33 40.45 19.34 0.35 1.81 1.88 sandy silt to clayey silt UNDfHD UNDFD 7 5 UNDF I 12.63 41.44 17.28 0.23 1.33 1.90 sandy silt to clayey silt UIIDFND UNDFD 7 5 UNDF 12.73 41.77 22.27 0.48 2.16 1.92 sandy silt to clayey silt UNDFHD UNDFD 9 6 UNDF 13.03 42.75 30.97 1.76 5.67 1.94 clay UNDFND UNDFD 30 22 UNDF I 13.13 43.08 22.74 0.96 4.22 1.96 silty clay to clay UHDFND UNDFD 15 10 UNDF 13.43 44.06 22.44 0.87 3.811 1.98 silty clay to clay UIlDFND UNDFD 14 10 UNDF 13.53 44.39 18.02 0.52 2.89 2.00 clayey silt to silty clay UNDFHD UNDFD 9 6 UNDF 13.83 45.37 24.37 1.19 4.90 2.02 clay UNDFND UNDFD 23 17 UNDF I 13.93 45.70 64.18 2.02 3.15 2.04 sandy silt to clayey silt UNDFND UHDFD 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 I 14.63 48.00 53.21 1.93 3.63 2.10 clayey silt to silty clay OOFND UNDFD 25 18 UNDF 14.73 48.33 83.90 2.33 2.78 2.12 sandy silt to clayey silt UHDFND 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 I 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 lJaliolkooski et a1. 1985) PHI - Robertson and Cupanella 1983 CSR: Seed et a1. 1983 - "=7.5 x - Seed's correction of 7.5 bloos/foot has been applied to N1 II .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TABULATED OUTPUT Irol CPTINTR1 (v 3.04) ,... I \!Jp --------------- I Sc::hcaE!'~E!'r- DixC3n A!S!SC3c::icatE!'!S I Engineer SDA On Site Loe: CPT-5 Page No. .. ~ ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avg) Fs (avgl Rf lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR tleters) (feetl (tsf) Itsf) III ttsll III deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 16.23 53.25 35.12 0.64 1.83 2.27 sandy silt to clayey silt UNDFHD UNDfD 13 9 UNDF 16.33 53.58 26.44 0.33 1.25 2.29 sandy silt to clayey silt UNDfNO UNDfD 10 7 UNDf 16.63 54.56 19.31 0.27 1.40 2.31 sandy silt to clayey silt UllDFliD UNDFD 7 5 UNDF 16.73 54.B9 22.19 0.29 1.31 2.33 sandy silt to clayey silt UNDFND UNDfD 9 6 UNDf I 17.03 55.87 36.66 0.81 2.22 2.35 sandy silt to clayey silt UNDfND UNDFD 14 9 UNDf 17.13 56.20 27.92 0.67 2.40 2.37 sandy silt to clayey silt UNDFND UNDfD 11 7 UNDF 17.43 57.19 31. 65 0.88 2.77 2.39 sandy silt to clayey silt UNDfND UNDfD 12 8 UNDF I 17.53 57.51 28.99 0.54 1.86 2.41 sandy silt to clayey silt UNDfND UNDfD 11 7 UNDF 17.83 58.50 26.08 0.59 2.27 2.43 sandy silt to clayey silt UIlDFND UIlDFD 10 6 UNDF 17.93 58.83 30.43 0.81 2.66 2.45 sandy silt to clayey silt UNDFND UNDFD 12 8 UNDF 18.23 59.BI 28.66 0.61 2.12 2.47 sandy silt to clayey silt UNDfND UNDfD 11 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 UNDfND UNDfD 9 6 UNDF 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 1.08 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 UNDFND UNDFD 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 UNDFND UNDFD 15 9 UNDF 19.B3 65.06 29.99 1.09 3.63 2.64 clayey silt to silty clay UIIDFIlD UD 14 9 UNDf 19.93 65.39 35.57 1.71 4.81 2.66 clay UllDFND UIlDFD 34 21 UNDF 20.23 66.37 50.27 2.53 5.04 2.68 silty clay to clay UNDfND UNDFD 32 20 UIlDF I 20.33 66.70 75.27 4.58 6.08 2.70 very stilf line grained (I) UlIDFND UNDFD >50 44 UNDF 20.63 67.68 403.40 5.56 1.38 2.72 sand >90 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 69.00 374.03 2.60 0.70 2.76 gravelly sand to sand 80-90 42-44 >50 36 10.5 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 undefined UNDFND UNDFD UDF UDF UNDF I 21.53 70.64 0.00 -13.93 0.00 2.82 undefined UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJlliolkoMski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 I (ll overconsolidated or celented I 1111 Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Mith the TA8ULATED OUTPUT Irol CPTINTRI Iv 3.041 1111 I I I I I \~ I I Sc::h__~_...- D:i.x~..... A~~~c:::i._t_~ Engineer SDA CPT Date : 12-20-88 On Site Loc: CPT-6 Cone Used : I Job No, 9R4332C Water table (metersl : 8 II -------~-~-~~---~~~-=--~=-:--~-~~~-~--:---::=~-!:~~--------------------------------------------------------------------------- DEPTH Dc lavql Fs (avgl RI (avql SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (Ieet) (tsll (tsll (1) (tsll (1) deg. N NI II -----~~;;-----~~;----~~~~~--------~~--------~~~-------~~~;-------~~-~-~~~~;-~~~~----------->9~-----;;;----;;---;;~---;~~; 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 UIfllFND UNDFD 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 UMIlFD 26 >50 UNDF 1.43 4.69 73.33 2.~ 2.80 0.26 sandy silt to clayey silt UNDFND UNDFD 28 >50 UNDF 1.53 5.02 69.45 2.42 3.48 0.30 clayey silt to silty clay UNDFND UNDFD 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 UNDFND 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 B.60 33.79 1.52 4.51 0.51 silty clay to clay UNDFND UNDFD 22 31 UNDF 2.72 8.92 21.29 0.78 3.66 0.55 silty clay to clay UNDFND UNDFD 14 19 UNDF 3.02 9.91 21.58 0.75 3.49 0.59 clayey silt to silty clay UNDFND UNDFD 10 14 UNDF 3.12 10.24 24.01 1.09 4.54 0.63 clay UNDFND UIfllFD 23 29 UNDF 3.42 11.22 29.92 1.13 3.79 0.67 clayey silt to silty clay UNDFND UNDFD 14 18 UNDF 3.52 11.55 49.17 1.18 2.40 0.71 sandy silt to clayey silt UIDFIID UNDFD 19 23 UNDF 3.82 12.53 24.52 0.99 4.04 0.75 silty clay to clay UIlDfND UNDFD 16 18 UNDF 3.92 12.86 17.00 0.64 3.76 0.79 silty clay to clay UNDFND UNDFD 11 12 UNDF 4.22 13.85 14.83 0.57 3.84 0.83 silty clay to clay UNDFND UNDFD 9 10 UNDF 4.32 14.17 14.79 0.62 4.19 0.88 clay UlfDFND UNDFD 14 15 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 UNDFND UNDFD 17 17 UNDF 5.12 16.80 39.23 1.05 2.68 1.04 sandy silt to clayey silt UNDFND UNDFD 15 15 UNDF 5.42 17.78 18.17 0.57 3.12 1.08 clayey silt to silty clay UNDFND UNDFD 9 8 UNDF 5.52 IB.l1 17.00 0.54 3.18 1.12 clayey silt to silty clay UIIDFND UNDFD 8 B UNDF 5.82 19.09 IB.52 0.62 3.33 1.16 clayey silt to silty clay UNDFND UNDFD 9 8 UNDF 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 UIIDFND UNDFD 8 7 UNDF 6.62 21.72 13.IB 0.22 1.67 1.33 clayey silt to silty clay UNDFND 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 UNDFND UNDFD 11 9 UNDF I I I II I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJaliolkowski et al. 19851 PHI - Robertson and Calpanella 1983 CSR. Seed et al. 1983 - N=7.5 II ' - Seed's correction 01 7.5 blowslloot has been applied to NI IIII Note: For interpretation purposes the PLOTTED CPT PROFilE should be used with the TA8ULATED OUTPUT Irol CPTINTRI Iv 3.041 IIII I I \A;V I Sc::h.a.~of'-~r- DixC3n ASiSiC3c::i.a.tE!tSi I Engineer SOA On Site Lac: CPT-6 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avg) Fs lavg) Rf (avg) SI6Y' SOIL BEHAYIOUR TYPE Eq - Dr PHI SPT SPT CSR leters) (feet! (tsl) Itsl) It) Itsf} It) dllfj. N Nl ----------------------------------------------------------------------------------------------------------------------------------- I 7.B2 25.66 16.18 0.44 2.72 1.57 clayey silt to silty clay UNDfND UNDFD 8 6 UNDF 7.92 25.98 11.09 0.22 1.98 1.61 clayey silt ta silty clay UNDFIID UNDFD 5 4 UNDF B.22 26.97 11.15 0.24 2.12 1.65 clayey silt ta silty clay UNDFND UNDfD 5 4 UNDF 8.32 27.30 12.24 0.29 2.37 1.67 clayey silt ta silty clay UNDFND UNDFD 6 5 UNDF I 8.62 28.28 12.21 0.23 1.91 1.69 clayey silt ta silty clay UNDFND UNDFD 6 5 UNDF 8.72 28.61 13.05 0.34 2.61 1.71 clayey silt ta silty clay UNDFND UNDfD 6 5 UNDF 9.02 29.59 32.13 0.54 1.69 1.73 sandy silt ta clayey silt UHDFND UIlIlFD 12 9 UNDF I 9.12 29.92 22.95 0.39 1.70 1.75 sandy silt ta clayey silt UNDFND UNDFD 9 7 UNDF 9.43 30.94 20.64 0.53 2.58 1.77 clayey silt ta silty clay UNDFND UNDFD 10 8 UNDF 9.53 31.27 12.24 0.26 2.12 1.79 clayey silt ta silty clay UIlIlFND UNDfD 6 4 UNDF 9.83 32.25 10.&2 0.21 1.91 1.81 clayey silt ta silty clay UNDFND UHDFD 5 4 UNDF I 9.93 32.58 10.50 0.19 1.81 1.83 clayey silt ta silty clay UNDfND UNDFD 5 4 UNDF 10.23 33.56 10.95 0.25 2.28 1.85 clayey silt to silty clay UNDfND UNDFD 5 4 UNDF 10.33 33.89 21.63 0.88 4.07 1.87 silty clay ta clay UNDFND UNDFD 14 10 UNDF I 10.63 34.88 22.81 0.80 3.51 1.89 (Iayey silt ta silty clay UNDFND UNDFD II 8 UNDF 10.73 35.20 19.89 0.60 3.02 1.92 clayey silt ta silty clay UNDFND UNDfD 10 7 UNDF 11.03 36.19 11.94 0.28 2.35 1.94 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF I 11.13 36.52 9.48 0.10 1.05 1.96 clayey silt ta silty clay UNDFND UNDFD 5 3 UNDF 11.43 37.50 12.92 0.23 1.78 1.98 clayey silt to silty clay UNDf'ljD UNDFD 6 4 UNDF 11.53 37.83 16.45 0.39 2.37 2.00 clayey silt to silty clay UIlIlFND UNDFD 8 6 UNDF 11.83 38.81 17.10 0.43 2.51 2.02 clayey silt ta silty clay UNDfIlll UNDfD 8 6 UNDF I 11.93 39.14 19.51 0.73 3.74 2.04 silty clay to clay UNDfND UNDFD 12 9 UNDF 12.23 40.12 15.23 0.37 2.45 2.06 clayey silt to silty clay UNDfND UNDFD 7 5 UNDF 12.33 40.45 13.77 0.25 1.82 2.08 clayey silt to silty clay UIlIlFND UNDFD 7 5 UNDF I 12.63 41.44 14.64 0.31 2.12 2.10 clayey silt to silty clay UNDfIij) 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 ta clay UNDFND UNDFD 13 9 UNDF I 13.13 43.08 58.44 2.87 4.91 2.16 silty clay ta clay UNDFND UMDFD 37 26 UNDF 13.43 44.06 75.88 3.41 4.49 2.18 clayey silt to silty clay UNDFIlIl UNDfD 36 25 UNDF 13.53 44.39 17.98 0.54 3.00 2.20 clayey silt ta silty clay UNDFND UNDFD 9 6 UMDF 13.83 45.37 20.26 0.80 3.93 2.22 silty clay to clay UIlIlFND UNDFD 13 9 UNDF I 13.93 45.70 20.61 0.92 4.46 2.24 clay UNDFND UNDFD 20 13 UMDF 14.23 46.69 22.31 1.02 4.59 2.26 clay UNDFND UNDfD 21 14 UNDF 14.33 47.01 48.11 3.31 6.88 2.28 clay UlIDFMD UlIDFD 46 31 UNDF I 14.63 48.00 73.00 3.77 5.17 2.31 very stiff fine grained It) UNDFND UNDFD >50 47 UNDF 14.73 48.33 47.52 1.97 4.15 2.33 clayey silt ta silty clay UNDFND UlIDFD 23 15 UNDF 15.03 49.31 138.86 3.63 2.62 2.35 silty sand ta 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 ta sandy silt 70-80 40-42 >50 41 )0.5 15.43 50.62 228.27 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 ta silty clay UMDFND UMDFD 13 8 UNDF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands IJaliolkawski et al. 19851 PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correctian of 7.5 blawsffoat has been applied to NI II) overcansolidated or celented I Illl Nate: For interpretatian purpases the PLDTTED CPT PRDFILE should be used with the TABULATED DUTPUT Iral CPTINTRI Iv 3.04) lll. I \~?/ I Sc:h-ate-Fter- DixCJn A1515CJc:i-atte15 I Engineer SDA On Site Lac: CPT-6 Page No. - ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc (avg) Fs (avg) RI (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (Ieetl (tsfl (tsl) (%) (tsfl (%) deg. N N1 ----------------------------------------------------------------------------------------------------------------------------------- I 16.23 53.25 21.04 0.42 1.98 2.47 sandy silt to clayey silt UNDFIID UNOFD 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 UNDFIID UNDFD 9 6 UNDF 16.73 54.89 17.77 0.41 2.31 2.53 clayey silt to silty clay UNDFND UNDFO 9 5 UNDF I 17.03 55.B7 16.21 0.35 2.18 2.55 clayey silt to silty clay UIlDFIID 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 UNOFND UNDFD 8 5 UNDF I 17.53 57.51 21.04 0.54 2.57 2.61 clayey silt to silty clay UNDFND UNDFD 10 6 UNOF 17.83 58.50 15.12 0.36 2.38 2.63 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 17.93 5B.83 13.64 0.29 2.13 2.65 clayey silt to silty clay UNDFIID 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 I 18.33 60.14 13.30 0.28 2.11 2.69 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF 18.63 61.12 15.45 0.41 2.65 2.72 clayey silt to silty (lay 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 I 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 I 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 (layey silt to silty clay UNDFHD UNDFD 13 8 UNDF 19.93 65.39 34.13 1.81 5.30 2.86 clay UNDFND UNDFD 33 20 UNDF 20.23 66.37 214.54 4.17 1.94 2.88 sand to silty sand 70-80 38-40 l50 31 .34 I 20.33 66.70 336.98 2.01 0.60 2.90 gravelly sand to sand 80-90 40-42 l50 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 .47x I 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 I 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 l50 31 UNDF 22.23 72.93 268.98 2.43 0.90 3.08 sand 70-80 40-42 l50 30 .33 I 22.33 73.26 386.16 2.81 0.73 3.11 gravelly sand to sand 80-90 40-42 l50 35 lO.5 22.63 74.25 262.04 3.53 1.35 3.13 sand 70-80 40-42 l50 29 .31 22.73 74.57 147.82 0.89 0.60 3.15 sand 60-70 36-38 28 16 .17 I 23.03 75.56 68.28 3.28 4.81 3.17 undefi ned 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 l50 33 lO.5 23.53 77.20 322.75 8.06 2.50 3.23 silty sand to sandy silt 80-90 40-42 lSO lSO lO.S 11----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (JaliolkoNski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - K=7.5 I , - Seed's correction of 7.5 bloNs/Ioot has been applied to NI II 111I Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Nith the TABUlATEO OUTPUT frol CPTINTRI (v 3.04) 1111 I I ,PA . I Sc::ha.~-f"~r- DixC3r"a AS>S>C3c::ia.t~s> Engineer SDA CPT Date : 12-21-88 On Site Lac: CPT-7 Cone Used : I Job No. 9R4332C Water table (meters) : 7.85 II _______~_~:::___~~_~_:__~_:_:__~_:~~_~__:___~~:s__~~~___------------------------------------------------------------------------ DEPTH ac (avg) Fs lavg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR Ileters) lfeet) Itsf) Itsf) II) Itsf) II) deg. N N1 II -----~~;;-----~~;;-----~;~;;--------~~;;--------~~;~--------~~~;----~~~~~-~~~;-;:-~~~~~~-~~~;-----~;;;~~---~~~;~----~;---;;~---~;~; 0.33 1.08 124.19 3.51 2.83 0.06 sandy silt to clayey silt UNDFND UNDFO 48 )50 UNOF 0.63 2.07 117.77 4.15 3.53 0.10 sandy silt to clayey silt UNDFND UNDFD 45 )50 UNDF 0.13 2.40 107.36 2.17 2.02 0.14 silty sand to sandy silt )90 148 34 )50 )0.5 1.03 3.38 123.79 3.04 2.46 0.18 silty sand to sandy silt )90 )48 40 )50 )0.5 1.13 3.71 115.64 3.63 3.14 0.22 sandy silt to clayey silt UNDFND UNDFD 44 )50 UNDF 1.43 4.69 83.74 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 1.83 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 silt to silty clay UNDFND UNDFD 19 29 UNOF 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 0.81 3.03 0.59 clayey silt to silty clay UNDFND UNDFD 13 17 UNDF 3.12 10.24 20.91 0.83 3.97 0.63 silty clay to clay UIlDFND UNDFD 13 17 UNDF 3.42 11.22 28.87 0.88 3.06 0.67 clayey silt to silty clay UNDFND UNDFD 14 17 UNDF 3.52 11.55 36.04 1.07 2.97 0.71 clayey silt to silty clay UNDFHD UNDFD 17 21 UNDF 3.82 12.53 42.64 0.76 1.78 0.75 sandy silt to clayey silt UNDFND UHDFD 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 33.13 1.04 3.07 0.92 clayey silt to silty clay UNDFND UIlDFD 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 .27x 5.02 16.47 76.67 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 .36x 5.42 17.78 27.06 1.00 3.68 1.08 clayey silt to silty clay UNDFND UNDFD 13 13 UHDF 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 silty sand to sandy silt 70-80 40-42 47 43 )0.5 6.22 20.41 105.02 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 .30x 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 .27x 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 11 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 I I I II I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- Or - All sands (Jaliolko.ski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - M=7.5 I x - Seed's (orrection of 7.5 blo.s/foot has been applied to Nl IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used .ith the TA8ULATED OUTPUT frol CPTINTR1 (v 3.04) IIII I II / \1.\"0 . I Engineer S~h~_~_~ Dix~n A~~~~i~t_~ SOA On Site Lac: CPT-7 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I DEPTH Dc (avg) Fs (avg) Rf (avgl SI6V' SDIL BEHAVIDUR TYPE Eq - Dr PHI SPT SPT CSR I.etors) Ifeet) Itsf) (tsf) m (tsf) (Xl deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- 7. B2 25.66 209.21 2.IB I. 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 B.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 80-90 42-44 43 33 .40 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 I.BO gravelly sand to sand 80-90 40-42 36 27 .29 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 I.B6 gravelly sand to sand 80-90 42-44 39 29 .32 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 70-80 40-42 39 29 .31 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 70-80 40-42 33 24 .25 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 12.63 41.44 35.10 0.82 2.33 2.08 sandy silt to clayey silt UIlDfND UNDFD 13 9 UNDf 12.73 41.77 18.83 0.08 0.42 2.10 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF 13.03 42.75 18.34 0.11 0.62 2.13 sandy silt to clayey silt UIlDfND UNDFD 7 5 UNDF 13.13 43.08 15.64 0.21 1.34 2.15 sandy silt to clayey silt UNDFHD UNDFD 6 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 UIlDFND UNDFD 7 5 UNDF II----~::~:_---~~::~-----~~:~~-----_:~::~:_----_::~::~--------::::------------~~~~~~~~~-------------~~~~~~---~~~~~---~~~---~~~---~~~~ I Dr - All sands (JaliolkoMSki et al. (985) PHI - Robertson and Calpanella 1983 CSR: Seed et aI. 1983 - "=7.5 1111 Note: For interpretation purposes the PLDTTED CPT PROFILE should be used Mith the TA8ULATED OUTPUT frol CPTINTRl I (v 3.04) UU I I I I \tW I I SCha.~T~"- DixC)n AssC)cia.t~s Engineer SDA CPT Date : 12-21-88 On Site Lac: CPT-8 Cone Used : I Job No. 9R4332C Water table (metersl : 8.13 II _______~_~~~___~~_~_=__~_=_:__~~~~_~__~___~~:s__!:~_~____----------------------------------------------------------------------- DEPTH Qc lavgl Fs lavg) RI lavgl SI6V' SOIL 8EHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR I.eters) (feet) Itsl) Itsll m Itsfl m del). H HI II -----~~;;-----~;;-----;;~;;--------~~;;--------;~;;--------~~~;----~~;~;-~;-~~-~~;;-~~~~--------;;~------;;;----;;---;;~---;~~; 0.33 1.08 68.55 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 UNOFND UHDFD 40 )50 UHDF 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 sandy silt to clayey silt UNDFND UNDFD 15 33 UNDF 1.43 4.69 76.81 1.89 2.46 0.26 sandy silt to clayey silt UIlIlFND UMDFD 29 )50 UNDF 1.53 5.02 75.57 2.00 2.65 0.30 sandy silt to clayey silt UNDFND UNDFD 29 >50 UNDF 1.83 6.00 81.53 1.49 1.83 0.34 silty sand to sandy silt 70-80 44-40 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 UNDFD 24 36 UNDF 2.62 8.60 50.74 1.83 3.61 0.51 clayey silt to silty clay UNDFND 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 .33. 3.12 10.24 58.78 1.17 1.99 0.63 silty sand to sandy silt 50-60 40-42 19 24 .36. 3.42 11.22 40.69 1.42 3.50 0.67 clayey silt to silty clay UNDFND UNDFD 19 24 UNDF 3.52 11.55 28.39 1.13 3.98 0.71 silty clay to clay UNDFIID UNDFD 18 22 UNDF 3.82 12.53 41.21 1.41 3.42 0.75 clayey silt to silty clay UNDFND UNDFD 20 23 UNDF 3.92 12.86 27.20 1.74 6.40 0.79 clay UNDFND UNDFD 26 30 UNDF 4.22 13.85 51.06 1.68 3.29 0.83 clayey silt to silty clay UllDFND UNDFD 24 27 UNDF 4.32 14.11 53.89 1.75 3.25 0.88 clayey silt to silty clay UNDFND 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 UNDFND UNDFD 18 18 UNDF 5.12 16.80 54.19 1.10 2.03 1.04 sandy silt to clayey silt UNDFND UNDFD 21 21 UNDF 5.42 17.78 39.54 1.54 3.89 1.08 clayey silt to silty clay UNDFND UMDFD 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 .32. 5.82 19.09 58.11 1.61 2.7b 1.16 sandy silt to clayey silt UNDFND UNDFD 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 1.01 1.93 1.24 silty sand to sandy silt 40-50 36-38 17 15 .24. 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 28 .30 7.12 23.36 150.54 1.29 0.86 1.45 sand 70-80 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 I I I I Dr - All sands IJa.iolkowski et al. (985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 II x - Seed's correction of 7.5 blows/loot has been applied to N1 .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Irol CPTINTRI I I Iv 3.04) UU ,A"I" . Sc::h.a.~-f"~r- Dixc::trl A5i5ic::tc::i.a.t~5i I Engineer SDA On Site Loc: CPT-8 Page No. 2 --------------------------------.-------------------------------------------------------------------------------------------------- I DEPTH gc (avg) Fs (avgl Rf (avg) SI6V' SOIL 8EHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR l.eters) (Ioet) (tsl) (tsl) m (tsl) m deg. H HI ----------------------------------------------------------------------------------------------------------------------.------------ 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 28.28 229.62 1.57 0.68 1.70 sand 8D-90 42-44 44 34 .43 8.72 28.61 203.49 1.31 0.64 1.72 sand 70-80 4D-42 39 30 .33 9.02 29.59 185.00 1.12 0.61 1.74 sand 70-110 40-42 35 27 .29 I 9.12 29.92 199.67 0.70 0.35 1.76 sand 7D-80 40-42 38 29 .32 9.43 30.94 188.62 0.85 0.45 1.78 sand 70-80 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 8D-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 80-90 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 7D-80 4D-42 32 23 .24 11.83 38.81 192.93 0.48 0.25 2.03 sand 70-110 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 7D-1IO 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 46 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 70-80 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 D.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 4D-42 46 31 .34 I 14.63 48.00 283.33 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 8D-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 5o.b2 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 }5O }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 (Ja.iolkowski et al. 1985) PHI - Robertson and Ca.paneIla 1983 CSR: Seed et al. 1983 - "=7.5 I... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TA8ULATED OUTPUT Ira. CPTIHTRl Iv 3.04) III. I I \~ . I Engineer Sch__~_~ Dix~n A~~~ci_t_~ SDA On Site Loc: CPT-8 Page No. 3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Uc lavql Fs (avq) RI (avql SI6V' SOil BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR Ileters) (feet) Itsll (tsll !Xl Itsll !Xl deq. N Nl ----------------------------------------------------------------------------------------------------------------------------------- 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 42-44 )50 48 )0.5 ----------------------------------------------------------------------------------------------------------------------------------- I II .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABUlATED OUTPUT Irol CPTINTRI Iv 3.04) .... II I I I I I I I I II I I I Dr - All sands (Jaaiolkowski et al. 1985) PHI - Robertson and Caapanella 1983 CSR: Seed et al. 1983 - M=7.5 \A.~ . I Sc:h__"*,_r- DixCJrI A5i5iCJc:i_t__ Engineer SDA CPT Date : 12-21-88 On Site Loc: CPT-9 Cone Used : I Job No. : 9R4332C Water table (meters) : 7.95 II-------~-~::~---~~~~--~:_~_:~~~-~--~---:~::_~::~--------------------------------------------------------------------------- DEPTH Dc (avg) Fs lavg) RI (avg) SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI- SPT SPT CSR (Ieters) (Ieet) (tsll (tsl) m Itsl) m deg. N NI II-----~~;;-----~~;-----~~~;--------~~~;--------;~;;--------~~;----~~~;-~~~;-;~-~~;;-~~;--------~------;;;----;;---;;~---;~~; 0.33 1.08 74.21 1.83 2.47 0.06 sandy silt to clayey silt UNDFND UNDFD 2B )50 UNDF 0.63 2.07 63.65 1.41 2.22 0.10 sandy silt to clayey silt UNIlFIlD UNDfD 24 )50 UNIlF 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 U111lF1lD UNIlFD 21 45 UNDF 1.43 4.69 44.42 1.38 3.11 0.26 clayey silt to silty clay UIIDFIlD U/lDfD 21 42 UIlDF 1.53 5.02 69.11 1.59 2.30 0.30 sandy silt to clayey silt U/lDFND UNIlFD 26 49 UNDF 1.83 6.00 64.66 1.60 2.47 0.34 sandy silt to clayey silt UNIlFND UIlDFD 25 43 UNDF 1.93 6.33 34.30 1.46 4.26 0.39 silty clay to clay UNDFND UNIlFD 22 36 UNDF 2.23 7.32 17.27 0.61 3.53 0.43 silty clay to clay UNDfIlD UNDFD 11 17 UNIlF 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 UNJlFND UNDFD 13 19 UNDF 2.72 8.92 16.15 0.51 3.16 0.55 clayey silt to silty clay UNDFND UNIlFD 8 11 UNDF 3.02 9.91 13.74 0.30 2.18 0.59 clayey silt to silty clay UNDFIlD UNIlFD 7 9 UNDF 3.12 10.24 17.77 0.55 3.10 0.63 clayey silt to silty clay UIIDFND UIlDFD 9 11 UNDF 3.42 11.22 16.27 0.49 3.01 0.67 clayey silt to silty clay UNIlFND UNDfD 8 10 UNDF 3.52 11.55 14.37 0.41 2.85 0.71 clayey silt to silty clay UNIlFND UIlDFD 7 8 UNDF 3.82 12.53 14.76 0.39 2.62 0.75 clayey silt to silty clay UIlDFIlD UNDfI) 7 8 UNDF 3.92 12.86 13.09 0.35 2.67 0.79 clayey silt to silty clay UIlDFIlD UNIlFD 6 7 UNDF 4.22 13.85 17.04 0.57 3.34 0.83 silty clay to clay U/lDFND U11IlFD 11 12 UIIDF 4.32 14.17 15.90 0.45 2.83 0.88 clayey silt to silty clay UNIlFIlD UIIDFD 8 8 UNDF 4.62 15.16 33.32 1.16 3.47 0.92 clayey silt to silty clay UIlDFND 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 IB.ll 24.86 0.76 3.06 1.12 (layey silt to silty clay UNDFND UNDFD 12 II UNDF 5.82 19.09 55.72 0.82 1.47 1.16 silty sand to sandy silt 40-50 36-3B 18 17 .26x 5.92 19.42 57.72 1.2B 2.22 1.20 sandy silt to clayey silt UNDFND UNIlFD 22 20 UNDF 6.22 20.41 35.19 0.96 2.74 1.24 sandy silt to clayey silt U11IlFND U/lDfD 13 12 UNDF 6.32 20.73 70.04 1.09 1.56 1.29 silty sand to sandy silt 50-60 3B-40 22 20 .30x 6.62 21.72 24.0B 0.75 3.13 1.33 clayey silt to silty clay UIlDFND UNIlFD 12 10 U111lF 6.72 22.05 63.71 1.33 2.09 1.37 silty sand to sandy silt 40-50 36-38 20 IB .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 II I I I I ----------------------------------------------------------------------------------------------------------------------------------- II Dr - All sands IJaliolkooski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - M:7.5 x - Seed's correction 01 7.5 bloos/loot has been applied to Nl II"" Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TABULATED OUTPUT Irol CPTINTRl Iv 3.04) IIII I I ,-so I Sc:::h.aeo+eor'" Dixetn A__etc:::i.ateo_ I Engineer SDA On Site Lac: CPT-9 Page No. 2 ----------------------------------------------------------------------------------------------------------------------.------------ I DEPTH Dc (avg) Fs lavg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR (liters) (feet) (tsf) (tsf) m (tsf) m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- 7.B2 25.66 28.14 1.08 3.B3 1.57 silty clay to clay UNDfND UNDFD 18 14 UNDF I 7.92 25.98 50.62 2.34 4.62 1.61 silty clay to clay UNDFND UMDFO 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-BO 40-42 >50 40 >0.5 I 8.62 2B.28 161.64 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 13.56 130.65 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 0.8'1 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-bO 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 11 .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 bO-70 38-40 31 22 .23 13.43 44.06 25.06 0.49 1.97 2.18 sandy silt to clayey silt UNDFNO 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 UNDFIl 6 4 UNDF I 13.93 45.70 13.05 0.22 1.69 2.24 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF 14.23 46.69 11.25 0.20 1.78 2.2b clayey silt to silty clay UNDFND UNDFD 5 4 UNDF 14.33 47.01 12.16 0.25 2.06 2.28 clayey silt tD 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 UNDFD 6 4 UNDF 14.73 48.33 22.74 0.78 3.43 2.32 clayey silt to silty clay UNDFND UNDFD 11 7 UNDF 15.03 49.31 73.74 1.49 2.03 2.34 silty sand to sandy silt 40-50 34-3b 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 UNDFD 14 9 UNDF 15.53 50.95 20.70 0.30 1.45 2.40 sandy silt to clayey silt UNDFND UNDFD 8 5 UNDF 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 UNDFND UNDFD 8 5 UNDF ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Ja.iolkooski et al. 1985) PHI - Robertson and Ca.panella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction of 7.5 bloos/foot has been applied to NI II IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TA8ULATED OUTPUT frOl CPTINTRI Iv 3.04) 1111 I \'6\ I Sc:hca~-f'~r- DixC=-r"a A__c=-c:icat~_ I Engineer- SDA On Site Lac: CPT-9 Page No. 3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc lavg) Fs lavgl Rf lavgl SI6V' SOIL 8EHAVIOUR TYPE Eq - Or PHI SPT SPT CSR Ileters) (Iett! Itsfl (tsf) m (tsf) m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 16.23 53.25 21.49 0.75 3.50 2.46 clayey silt to silty clay UNDFND UNDFD 10 7 UNDF 16.33 53.58 15.51 0.32 2.06 2.48 clayty silt to silty clay UNDFND UNDFD 7 5 UNOF 16.63 54.51> 16.25 0.25 1.52 2.51 sandy silt to clayey silt UNDFND UNDFD 6 4 UHDF 16.73 54.89 18.15 0.59 3.25 2.53 clayey silt to silty clay UNDFIID UIIDFO 9 6 UNDF I 17.03 55.87 18.59 0.48 2.56 2.55 clayey silt to silty clay UNDFND UNDFD 9 6 UNDF 17.13 56.20 18.1>6 0.20 1.07 2.57 sandy silt to clayey silt UNDFND UNDFD 7 5 UNDF 17.43 57.19 49.17 1.07 2.17 2.59 sandy silt to clayey silt UNDFND UNDFD 19 12 UNDF I 17.53 57.51 39.06 1.10 2.82 2.61 sandy silt to clayey silt UNDFND UIIDFD 15 9 UNDF 17.83 58.50 55.33 1.15 2.08 2.63 sandy silt to clayey silt UIIDFND UNDFD 21 13 UNDF 17.93 58.83 m.06 1.56 1.24 2.65 sand to silty sand 50-60 36-38 30 19 .20 18.23 59.81 60.00 1.37 2.29 2.67 sandy silt to clayey silt UNDFND UNDFD 23 14 UNDF I 18.33 60.14 94065 2.08 2.20 2.69 silty sand to sandy silt 50-60 3H6 30 19 .28x 18.63 61.12 158.84 2.23 1.40 2.71 sand to silty sand 60-70 38-40 38 23 .25 18.73 61.45 169.19 2.53 1.50 2.73 sand to silty sand bO-70 38-40 41 25 .26 I 19.03 b2.43 120.36 -8.20 -6.82 2.75 undefi ned UNDFNO UNDFD UOF UOF UNDF 19.13 62.16 0.00 -13.93 0.00 2.77 undefintd UNDFND UNDFD UDF UDF UNDF --------------------------------------------------------------------------------------------------------------------.-------------- I Or - All sands IJaliolkoNSki tt al. 1985) PHI - Robertson and Calpanella 1983 CSR: Sted et al. 1983 - N=7.5 x - Seed's correction of 7.5 bloNs/foot has been applied to NI II IIII Note: For interprttation purposes the PLOTTED CPT PROFILE should bt used Nith the TA8ULATED OUTPUT frDl CPTINTRI (v 3.04) nn I I I I I I I I I \~v . I Sc:h.a.Ee-FEer- DixC)n AsosoC)c:i.a.tEeSO Engineer SDA CPT Date : 12-21-88 On Site Loe: CPT-l0 Cone Used : I Job No. 9R4332C Water table (metersl : 7.88 II -------~-'=-~~---~~~-=--~=-:--~-~~~-:--:---:::~-~~~--------------------------------------------------------------------------- DEPTH Dc lavgl Fs lavgl RI lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (.eters) (feet) Itsl) (tsf) m Itsf) m deg. N NI II -----~~;~-----~~;;-----;;~;;--------~~~;--------;~;~-------~~~;----~~~;~-~~~-;~-~~~~~-~~~;--------;;~------;;;----;;---;;~---;~~; 0.33 1.08 91.04 2.45 2.69 0.06 sandy silt to clayey silt UNOfND UNDFD 35 >50 UNDF 0.63 2.07 74.02 2.27 3.07 0.10 sandy silt to clayey silt UNDFND 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 UNDFND UIlDFD 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 UNDFND UNDFD 18 32 UNDF 1.93 6.33 33.62 1.08 3.21 0.39 clayey silt to silty clay UIlDFND UNDFD 16 26 UNDF 2.23 7.32 21.28 0.85 3.98 0.43 silty clay to clay UIOlFIlD UNDFD 14 21 UNDF 2.33 7.64 15.22 0.62 4.07 0.47 clay UIlDFND UNDFD 15 22 UNDF 2.62 B.60 22.B5 0.84 3.68 0.51 silty clay to clay UNDFHD UNDFD 15 21 UNDF 2.72 8.92 26.22 1.05 4.00 0.55 silty clay to clay UNDFIID UNDFD 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 UIlDFD 15 19 UNDF 3.42 11.22 31.32 0.85 2.71 0.67 sandy silt to clayey silt UNDFIID UIlDFD 12 15 UNDF 3.52 11.55 23.29 0.74 3.18 0.71 clayey silt to silty clay UNDFIID IJIlDFD II 13 UNDF 3.82 12.53 11.09 0.31 2.79 0.75 silty clay to clay UNDFND UNDFD 7 8 UNDF 3.92 12.Bb 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 UIOlFHD UNDFD 6 7 UNDF 4.32 14.17 16.66 0.65 3.90 0.88 silty clay to clay UIlDFND UNDFD II 12 UNDF 4.62 15.16 23.85 0.74 3.12 0.92 clayey silt to silty clay UIlDFIID UNDFD II 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 IUD 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 20.41 134.71 1.20 0.89 1.24 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 21.72 163.60 1.14 0.69 1.33 sand 70-80 40-42 31 28 .30 6.72 22.05 166.64 1.16 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 Sind 70-80 40-42 29 24 .26 7.42 24.34 153.19 1.14 0.74 1.49 sand 70-80 40-42 29 24 .26 7.52 24.67 156.10 1.31 0.84 1.53 sand 70-80 40-42 30 24 .26 I II I II I I I I I II I I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJa.iolkolski et al. 1985) PHI - Robertson and Ca.panella 1983 CSR: Seed et al. 1983 - "=7.5 II x - Seed's correction of 7.5 blOIs/loot has been applied to NI IIII Note: For interpretation purposes the PLDTTED CPT PRDFILE should be used lith the TABULATED DUTPUT Iro. CPTINTRI Iv 3.04) IIII I I \"5 '? I Sc:h.aE!!"*,E!!r DixC)r'I AsosoC)c:i.atE!!so I Engineer SDA On Site Loe: CPT-l0 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avgl Fs (avg) RI (avgl SI6V' SDIL BEHAVIDUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) Ileet) Itsll Itsl) m Ihf) m deg. H HI ----------------------------------------------------------------------------------------------------------------------------------- I 7.82 25.66 141.64 0.82 0.58 1.57 sand 70-80 40-42 27 22 .23 7.92 25.98 126.B6 0.64 0.50 1.61 sand 60-70 38-40 24 19 .20 8.22 26.97 139.49 0.78 0.56 1.64 sand 60-70 40-42 27 21 .22 8.32 27.30 160.52 0.62 0.39 1.66 sand 70-80 40-42 31 24 .26 I 8.62 28.28 150.72 0.52 0.35 1.68 sand 70-80 40-42 29 23 .24 8.72 28.61 126.27 0.94 0.74 1.70 sand tD silty sand 60-70 38-40 30 23 .25 9.02 29.59 80.51 1.66 2.06 1.72 silty sand tD sandy silt 50-60 36-38 26 20 .29x I 9.12 29.92 164.43 1.46 0.89 1.74 sand 70-80 40-42 32 24 .26 9.43 30.94 206.78 3.15 1.52 1.76 sand tD silty sand 70-80 40-42 50 38 >0.5 9.53 31.27 231.37 4.02 1.74 1.78 sand tD silty sand 80-90 42-44 l50 42 >0.5 9.83 32.25 148.68 2.26 1.52 1.80 sand tD silty sand 60-70 40-42 36 27 .29 I 9.93 32.58 51.00 1.40 2.75 1.82 sandy silt tD clayey silt UNDFND UNDFD 20 15 UNDF 10.23 33.56 58.69 1.33 2.26 1.84 sandy silt tD clayey silt UNDFND UNDFD 22 17 UNDF 10.33 33.89 38.63 1.19 3.08 I.B6 clayey silt tD silty clay UNDFND UNDFD 19 14 UNDF I 10.63 34.BB 47.01 0.51 1.0B 1.88 silty sand tD sandy silt (40 32-34 15 11 .19x 10.73 35.20 23.B4 0.55 2.31 1.90 sandy silt tD clayey silt UNDFND UNDFD 9 7 UNDF 11.03 36.19 102.27 1.70 1.67 1.92 silty sand tD sandy silt 50-60 36-38 33 24 .3bx I ll.13 36.52 42.71 1.70 3.98 1.94 clayey silt tD 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 ll.53 37.83 25B.B3 0.B2 0.32 1.98 gravelly sand tD sand BO-90 42-44 41 30 .33 11.83 3B.BI 29o.s3 1.40 0.48 2.01 gravelly sand tD sand 80-90 42-44 46 33 .40 I 11.93 39.14 315.27 1.33 0.42 2.03 gravelly sand tD sand BO-90 42-44 l50 36 >0.5 12.23 40.12 342.37 1.61 0.47 2.05 gravelly sand tD sand >90 42-44 >50 39 >0.5 12.33 40.45 265.54 0.75 0.28 2.07 gravelly sand tD sand 80-90 42-44 42 30 .33 I 12.63 41.44 276.01 0.60 0.22 2.09 gravelly sand tD sand 80-90 42-44 44 31 .35 12.73 41.77 299.37 0.44 0.15 2.ll gravelly sand tD sand BO-90 42-44 4B 33 .40 13.03 42.75 276.24 0.44 0.16 2.13 gravelly sand tD sand 80-90 42-44 44 31 .34 I 13.13 43.08 246.03 0.35 0.14 2.15 gravelly sand tD sand 80-90 40-42 39 27 .29 13.43 44.06 282.74 1.07 0.38 2.17 gravelly sand tD sand 80-90 42-44 45 31 .35 13.53 44.39 80.79 1.46 1.81 2.19 silty sand tD sandy silt 40-50 36-38 26 18 .27x 13.83 45.37 28.17 0.23 0.82 2.21 silty sand tD sandy silt (40 <30 9 6 .14x I 13.93 45.70 21.29 0.28 1.32 2.23 sandy silt tD clayey silt UNDFND UNDFD 8 6 UNDF 14.23 46.69 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 6 UNDF I 14.63 48.00 20.39 0.48 2.34 2.29 clayey silt tD silty clay UNDFND UNDFD 10 7 UNDF 14.73 48.33 22.02 0.48 2.18 2.31 sandy silt tD clayey silt UNDFND UNDFD 8 6 UNDF 15.03 49.31 28.05 0.84 2.99 2.33 clayey silt tD silty clay UNDFND UNDFD 13 9 UNDF I 15.13 49.64 25.71 1.15 4.47 2.35 clay UHDFND UNDFD 25 16 UNDF 15.43 50.62 202.31 4.01 1.98 2.37 sand tD silty sand 70-80 40-42 48 32 .37 15.53 50.95 302.98 4.74 1.56 2.40 sand tD silty sand 80-90 42-44 >50 47 lO.5 ----------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands IJaliDlkDlski et al. 1985) PHI - RDbertsDn and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 I x - Seed's correctiDn of 7.5 blDls/IDDt has been applied tD Nl "'f NDte: FDr interpretatiDn purpDses the PLOTTED CPT PROFILE ShDUld be used lith the TABULATED OUTPUT frD. CPTINTRl (v 3.04) "f' I I \..; A. I I Sch.a._~_r- DixC)n A~~C)ci.a.t_~ Enginee~ SDA CPT Date : 12-21-88 On Site Lac: CPT-II Cone Used : I Job No. 9R4332C Wate~ table (mete~sl : 7.88 II -------~-~-~~---~~~-:--~:-:--:-~~?-:--:---=:=::-~~~--------------------------------------------------------------------------- DEPTH Qc lavgl Fs lavg) Rf (avgl SI6V' SDIL BEHAVIDUR TYPE Eq - Dr PHI SPT SPT CSR (Ieters) (Ieet) Itsll (tsf) 1Il Itsfl (ll deg. N N1 II -----~~;;-----~~;;-----;~~;~--------~;;--------~~;;--------~~~;----~~~;~-~~~-;~-~~~~-~~~;------~~=;~------;~~-----;---;;~---;~~; 0.33 1.08 30.35 0.37 1.22 0.06 sandy silt to clayey silt UNDfND UNDFD 12 49 UNDF 0.63 2.07 55.08 1.14 2.07 0.10 sandy silt to clayey silt UNDFHD UHDfD 21 >50 UNDf 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 UHDfND UNDfD 22 48 UNDF 1.43 4.69 66.84 1.69 2.53 0.26 sandy silt to clayey silt UNDfND UNDfD 26 >50 UNDF 1.53 5.02 71.15 1.86 2.61 0.30 sandy silt to clayey silt UHDFND UHDFD 27 >50 UNDF 1.83 6.00 69.91 2.09 2.99 0.34 sandy silt to clayey silt UHDfHD UNDFD 27 46 UNDF 1.93 6.33 57.16 1.58 2.76 0.39 sandy silt to clayey silt UNDFHD UHDFD 22 36 UNDF 2.23 7.32 55.39 1.39 2.51 0.43 sandy silt to clayey silt UNDFHD UNDFD 21 33 UNDF 2.33 7.64 52.45 1.16 2.21 0.47 sandy silt to clayey silt UNDfND UNDFD 20 30 UNDF 2.62 8.60 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 89.59 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 .37. 3.52 11.55 127.03 1.38 1.09 0.71 SiOd 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 0.75 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 0.88 clayey silt to silty clay UNDFHD UHDFD 10 11 UNDF 4.62 15.16 35.96 1.03 2.86 0.92 sandy silt to clayey silt UNDFND UNDFD 14 15 UNDF 4.72 15.49 29.45 0.62 2.11 0.96 sandy silt to clayey silt UNDFND 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 UNDFD 11 11 UNDF 5.42 17.78 36.07 1.44 4.00 1.08 silty clay to clay UNDFND UNDFD 23 22 UNDF 5.52 18.11 40.29 1.54 3.82 1.12 clayey silt to silty clay UNDFND UNDFD 19 1B UNDF 5.B2 19.09 33.4B 0.80 2.38 1.16 sandy silt to clayey silt UNDFND UNDFD 13 12 UNDF 5.92 19.42 29.88 1.03 3.45 1.20 clayey silt to silty clay UNDFND UNDFD 14 13 UNDF 6.22 20.41 51.26 0.94 I.B4 1.24 silty sand to sandy silt 40-50 36-38 16 15 .23x 6.32 20.73 43.99 1.29 2.93 1.29 sandy silt to clayey silt UHDFND UNDFD 17 15 UNDF 6.62 21.72 16.80 0.56 3.31 1.33 silty clay to clay UNDFND UNDFD 11 9 UNDF 6.72 22.05 47.39 1.45 3.06 1.37 sandy silt to clayey silt UNDFND UNDFD 18 16 UNDF 7.02 23.03 50.89 1.53 3.01 1.41 sandy silt to clayey silt UNDFND UNDFD 19 17 UNDF 7.12 23.36 24.57 0.47 1.91 1.45 sandy silt to clayey silt UNDFND UNDFD 9 8 UNDF 7.42 24.34 30.68 0.95 3.11 1.49 clayey silt to silty clay UNDFND UNDFD 15 12 UNDF 7.52 24.67 53.42 2.67 5.00 1.53 silty clay to clay UNDFND UNDFD 34 28 UNDF I II I I I I I I I I I I ------------------------------.---------------------------------------------------------------------------------------------------- Dr - All sands (Ja.iolkolski et al. 1985) PHI - Robertson and Ca.panella 1983 CSR: Seed et al. 1983 - N=7.5 I · - Seed's correction 01 7.5 blOIs/loot has been applied to Nl IIII Note: For interpretation purposes the PLDTTED CPT PROFILE should be used with the TABULATED OUTPUT Irol CPTINTRl I I (v 3.04) 1111 \ff . Sc::hal._~_r- Di.x~rt A5>5>~c::i.al.t_5> I Engineer SDA On Site Lac: CPT-11 F'age Na. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avgl Fs (avg) RI (avg) SI6V' SDIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR lteters) (Ieetl Itsl) (tsl) !Xl asll !Xl deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 7.B2 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 41.3B 0.73 1.76 1.64 sandy silt to clayey silt UNDFND UNDFD 16 13 UNDF 8.32 27.30 13.81 0.07 0.51 1.66 sandy silt to clayey silt UNDFND UNDfD 5 4 UNDF I B.62 28.28 27.48 0.72 2.61 1.68 clayey silt to silty clay UNDFND UNDFD 13 10 UNDF 8.72 28.61 43.14 1.52 3.52 1.70 (Iayey silt to silty (lay 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 30.56 1.86 6.09 1.74 clay UNDFND UNDfD 29 22 UNDF 9.43 30.94 53.14 1.81 3.41 1.76 clayey silt to silty clay UNDFND UNDFD 25 19 UNDF 9.53 31.27 35.06 0.37 1.06 1.79 silty sand to sandy silt (40 30-32 11 8 .17x 9.93 32.25 13.21 0.37 2.83 1.80 silty clay to clay UNDfND UNDFD 8 6 UNDF I 9.93 32.58 13.86 0.43 3.10 1.82 silty clay to clay UNDFND UNDFD 9 7 UNDF 10.23 33.56 29.63 0.44 1.55 1.84 sandy silt to clayey silt UNDFND UNDFD 11 9 UNDF 10.33 33.89 44.88 1.52 3.39 1.86 clayey silt to silty clay UNDFND UNDFD 21 16 UNDF I 10.63 34.88 56.85 1.83 3.22 1.88 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 39.53 0.99 2.58 1.92 sandy silt to clayey silt UNDFND UNDFD 15 11 UNDF I 11.13 36.52 13.13 0.24 1.83 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 8 6 UNDF 11.53 37.83 42.67 0.77 1.80 1.98 sandy silt to clayey silt UNDFND UNDFD 16 12 UNDF 11.93 38.81 38.99 1.28 3.28 2.01 clayey silt to silty clay UNDFND UNDFD 19 13 UNDF I 11.93 39.14 86.02 1.83 2.13 2.03 silty sand to sandy silt 50-60 36-38 27 20 .29x 12.23 40.12 55.19 1.54 2.80 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 26.18 0.86 3.28 2.11 clayey silt to silty clay UNDFND UNDFD 13 9 UNDF 13.03 42.75 34.04 1.70 4.98 2.13 clay UNDFND UNDFD 33 23 UNDF I 13.13 43.08 19.13 0.52 2.72 2.15 clayey silt to silty clay UNDFND UNDFD 9 6 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 1.87 2.19 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 13.83 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 1.81 2.25 clayey silt to silty clay UNDFND UNDfD 7 5 UNDF 14.33 47.01 17.42 0.32 1.84 2.27 clayey silt to silty clay UNDfND UNDFD 9 6 UNDF I 14.63 48.00 23.63 0.71 3.00 2.29 clayey silt to silty clay UNDFND UNDFD 11 8 UNDF 14.73 48.33 16.02 0.26 1.62 2.31 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF 15.03 49.31 22.60 0.68 3.01 2.33 clayey silt to silty clay UNDFND UNDFD 11 7 UNDF I 15.13 49.64 34.94 1.00 2.86 2.35 sandy silt to clayey silt UNDFND UNDFD 13 9 UNDF 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 1.83 2.40 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 15.93 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 IJaliolko.ski et al. 1995) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction 01 7.5 blo.s/loot has been applied to Nl II"" Note: For interpretation purposes the PLDTTED CPT PROFILE should be used .ith the TA9ULATED OUTPUT Irol CPTINTRI (v 3.041 UU I \~~ . I Engineer Sch__~_r Dix~~ A~~~ci_t_~ SDA On Site Lac: CPT-II Page No.3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avgl Fs lavgl RI (avgl (Ietersl (Ieetl (tsll (tsll m SI6V' (tsll SOIL BEHAVIOUR TYPE Eg - Dr PHI SPT SPT CSR !Xl deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- I 16.23 53.25 56.91 1.02 1.79 2.46 silty sand to sandy silt <40 32-34 IB 12 .20x 16.33 53.58 117.64 1.77 1.50 2.48 sand to silty sand 50-60 36-38 28 IS .19 16.63 54.56 93.30 2.25 2.41 2.50 silty sand to sandy silt 50-60 36-38 30 19 .29x 16.73 54.89 42.50 1.80 4.24 2.52 silty clay to clay UNDFNO UNOFO 27 17 UNOF II ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et ai. 1983 - ~=7.5 I II IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Irol CPTINTRI (v 3.04l IIII I I I I I I I I I I -I I x - Seed's correction 01 7.5 blows/loot has been applied to NI \:51 . I Sc:ha.te-f'ter- Dix~n A~~~c:ia.tte~ Engineer SDA CPT Date : 12-21-88 On Site Loc: CPT-12 Cone Used : I Job No. 9R4332C Water table (meters) : 8.23 II _______:r_~_~:__.~~~_=._~=_:__:_~~?~..:.._:::~_~~~.____----..----------.-..-----------.-.---------.-.-----.-----..------_____ DEPTH gc lavg) Fs lavg) Rf lavg) SI6V' SDIL BEHAVIOUR TYPE Eq . Dr PHI SPT SPT CSR (Ieters) Ifeet) Itsfl (tsfl III (tsf) !I) deg. N Nl I ....-----------------------------------------.------------.----------..-.--------------------------.------..---.----------.-.------ 0.23 0.7S IS.19 -0.07 '0.4B 0.02 undefined UNDFND UNDFD UDF UDF UNDF 0.33 1.0B S8.69 0.48 0.B2 0.06 sand to silty sand >90 >48 14 >SO >O.S 0.63 2.07 77.SS 2.30 2.97 0.10 sandy silt to clayey silt UNDFND UNDFD 30 >SO UNDF 0.73 2.40 60.69 1.99 3.28 0.14 sandy silt to clayey silt UNDFND UNDFD 23 )SO UNDF 1.03 3.3B 66.S7 2.67 4.01 0.18 clayey silt to silty clay U1iDFND UNDfD 32 )SO UNDF 1.13 3.71 sa.S7 2.71 4.63 0.22 silty clay to clay UNDFND UNDFD 37 >SO UNDF 1.43 4.69 S3.01 1.84 3.47 0.26 clayey silt to silty clay U1iDFND UNDfD 2S )SO UNDF I.S3 S.02 33.1S 1.43 4.31 0.30 silty clay to clay UNDFND UNDfD 21 39 UNDF 1.83 6.00 28.S2 1.13 3.9S 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 O.SI 3.49 0.47 silty clay to clay UNDFND UNDFD 9 14 UNDF 2.62 9.60 17.91 0.60 3.37 O.SI clayey silt to silty clay UNDFND UNDFD 9 12 UNDF 2.72 8.92 13.86 0.38 2.74 O.SS clayey silt to silty clay UNDFND UNDFD 7 9 UNDF 3.02 9.91 12.6S 0.28 2.24 0.S9 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.S4 0.30 2.81 D.67 silty clay to clay UNDfND UNDFD 7 8 UNDF 3.S2 I1.SS 8.93 0.2S 2.80 0.71 silty clay to clay UNDFND UNDFD 6 7 UNDF 3.82 12.S3 18.60 O.SS 2.96 0.7S clayey silt to silty clay U1iDFND UNDfD 9 10 UNDF 3.92 12.86 33.66 0.6S 1.93 0.79 sandy silt to clayey silt UNDFND U1iDFD 13 IS UNDF 4.22 n.8S 34.82 0.85 2.43 0.83 sandy silt to clayey silt U1iDFND UNDFD 13 IS UNDF 4.32 14.17 46.03 O.SI 1.11 0.88 silty sand to sandy silt 40-S0 36-38 IS 16 .2Sx 4.62 IS.16 36.S6 0.69 1.88 0.92 sandy silt to clayey silt UNDfND UNDFD 14 IS UNDF 4.72 IS.49 10.S4 0.19 1.80 0.96 clayey silt to silty clay UNDFND UNDFD S S UNDF S.02 16.47 11.6S 0.13 1.09 1.00 clayey silt to silty clay UNDfND UNDFD 6 6 UNDF S.12 16.90 12.84 0.16 1.2S 1.04 sandy silt to clayey silt UNDFND UNDFD S S UNDF S.42 17.78 17.11 0.S9 3.4S 1.08 silty clay to clay UNDFND UNDFD II 11 UNDF S.S2 18.11 IS.99 0.70 4.38 1.12 clay UNDFND UNDFD IS IS UNDF S.82 19.09 17.98 0.71 3.93 1.16 silty clay to clay UNDFND UNDFD 11 II UNDF S.92 19.42 22.74 1.09 4.79 1.20 clay UNDFND UNDFD 22 20 UNDF 6.22 2D.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 3S 31 UNDF 6.72 22. OS 17.8S 0.73 4.09 1.37 silty clay to clay UNDFND UNDFD II 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.S8 0.41 3.26 1.4S 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.S2 24.67 10.33 0.21 2.03 I.S3 clayey silt to silty clay UNDFND UNDFD S 4 UNDF I I I I I I ! I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983- M=7.S II x . Seed's (orrection of 7.S blows/foot has been applied to NI IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRl (v 3.04) 1111 I I \ j'?; ------ ------------- I I Sc::h.ate+ter- DixC3n A~~C3c::i.atte~ I SDA On Site Lac: CPT-12 Page ~ Engineer- No. ^' ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc (avg) Fs (avgl RI (avgl SI6V' SOIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR (.elers) lfeet) (tsl) (tsl) m (tsl) m deg. N NI ----------------------------------------------------------------------------------------------------------------------------------- 7.B2 25.60 11.91 0.32 2.71 1.57 silty clay to clay UNDFND UNDFD 8 6 UNDF I 7.92 25.98 13.30 0.41 3.08 1.61 silty clay to clay UNDFND UNOFD 8 7 UNDF 8.22 26.97 68.87 1.53 2.23 1.65 sandy silt to clayey silt UNDFIlD 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 I 8.62 28.28 147.11 2.48 1.69 1.71 sand to silty sand 70-80 40-42 35 27 .29, 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 39-40 40 31 }0.5 I 9.12 29.92 68.94 1.74 2.52 1.77 sandy silt to clayey silt UNDFND UNDFD 26 20 UNDF 9.43 30.94 128.88 l.bS 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 I 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 I 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 I 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 I 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 UNOFND UNDFD 26 18 UNDF I 12.63 41.44 21. 44 0,50 2.32 2.12 clayey silt to silty clay UIIDFND UNDFO 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 I 13.13 43.08 12.07 0.20 1.66 2.18 clayey silt to silty clay UNDFNO UIIDFD 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 UNOFND UIIDFD 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 I 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 70-80 40-42 >50 35 >0.5 14.33 47.01 102.68 2.69 2.62 2.31 sandy silt to clayey silt UNDFND UNDFD 39 26 UNDF I 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 I 15.13 49.64 28.94 0.54 1.87 2.39 sandy silt to clayey silt UIlDFND UIIDFD 11 7 UNDF 15.43 50.62 27.99 0.96 3.42 2.41 clayey silt to silty clay UMDFND 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 I 15.93 52.26 19.08 0.59 3.09 2.47 clayey silt to silty clay UNDFND UNDFD 9 6 UNDF ---------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Ja.iolkowski et al. 1985) PHI - Robertson and Ca.panella 1983 CSR: Seed et al. 1983 - "=7.5 , - Seed's correction of 7.5 blows/loot has been applied to NI II IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Iro. CPTINTRI (v 3.04) IIII I \-5fJ.", I I Engineer S~h_~T~~ Dix~n A__~~i_t~_ SDA On Site Loc: CPT-12 Page No.3 ----------------------------------------------------------------------------------------------------------------------------------- II_~~~~~~;!:::~~~~~:_-_::~~;~!~---_::~~~!~---_::~~!::~-____!~;~~_________:::~_:::::::~:_::::_______::~~:::___~;;~____:;:___;~:___::: 16.23 53.25 32.78 1.53 4.66 2.49 silty clay to clay UNDFND UNDFD 21 13 UNDF I 16.33 53.58 35.66 1.61 4.51 2.51 silty clay to clay UNDFND UNDFD 23 15 UNDF 16.63 54.56 62.06 2.90 4.67 2.53 silty clay to clay UNDFND UNDFD 40 25 UNDF 16.73 54.89 95.03 3.79 3.99 2.55 clayey silt to silty clay UNDFND UNDFD 46 29 UNDF 11----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJaaiolkowski 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 TA8UlATED OUTPUT frol CPTINTRI (v 3.04) IIII I I I I II I I I I I I I I \fQO . I SCha.E9-t=E9r- DixCJn A5i5iCJcia.tE95i Enginee~ SDA CPT Date : 12-21-88 On Site Lac: CPT-13 Cone Used : I Job No. 9R4332C Wate~ table (meters) : 7.77 II _______~_~::~___~~~_=__~=:___:_~~~_~__:___:~:s__~~_:____----------------------------------------------------------------------- DEPTH Qc lavgl Fs lavgl Rf lavgl SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR Ilehrs) (feet! ltsfl (tsf) !Xl (tsfl !Xl deg. N NI II -----~~;;-----~~;;-----;;~~;--------~~;~--------~~;;--------~~~;----:~~;~-:~~~-;:-:~~~~-:~~;-------->9~------;~;----~;---;;~---;~~; 0.33 1.08 112.92 3.45 3.06 0.06 sandy silt to clayey silt UMDFND UMDFD 43 >50 UMDF 0.63 2.07 86.01 2.74 3.19 0.10 sandy silt to clayey silt UNDFMD UMDFD 33 >50 UMDF 0.73 2.40 66.30 1.72 2.59 0.14 sandy silt to clayey silt UNDFMD UNDFD 25 150 UNDF 1.03 3.:\8 55.51 1.24 2.23 0.18 samly silt to clayey silt UNDFND UNDFD 21 >50 UMDf 1.13 3.71 66.39 1.55 2.33 0.22 sandy silt to clayey silt UMDFND UNDFD 25 >50 UMDF 1.43 4.69 65.93 1.52 2.30 0.26 sandy silt to clayey silt UNDFND UNDFD 25 50 UMDF 1.53 5.02 65.79 1.46 2.22 0.30 sandy silt to clayey silt UNDFND UNDFD 25 46 UNDF 1.83 6.00 50.08 1.14 2.28 0.34 sandy silt to clayey silt UNDFND UNDFD 19 33 UNDF 1.93 6.33 41.65 1.14 2.74 0.39 sandy silt to clayey silt UMDfMD UMDFD 16 26 UNDF 2.23 7.32 32.47 0.92 2.84 0.43 clayey silt to silty clay UNDFND UMBFD 16 24 UNDF 2.33 7.64 33.49 0.77 2.30 0.47 sandy silt to clayey silt UNDFMD UNDFD 13 19 UNDF 2.62 B.60 23.64 0.77 3.26 0.51 clayey silt to silty clay UNDFMD UNDFD 11 16 UNDF 2.72 8.92 26.82 0.74 2.76 0.55 clayey silt to silty clay UNDFMD UMDFD 13 18 UNDF 3.02 9.91 23.46 0.67 2.B7 0.59 clayey silt to silty clay UNDFND UIlDFD 11 15 UNDF 3.12 10.24 16.36 0.42 2.57 0.63 (layey silt to silty clay UIlDFND UNDFD 8 10 UMDF 3.42 11.22 1I.5B 0.24 2.07 0.67 clayey silt to silty clay UIIDFMD UMBFD 6 7 U1lDF 3.52 11.55 7.48 0.14 1.87 0.71 silty clay to clay UNDFND UMDfD 5 6 UMDF 3.82 12.53 7.21 0.12 1.62 0.75 clayey silt to silty clay UIlDFND UNDfD 3 4 UIlDF 3.92 12.86 7.65 0.10 1.31 0.79 clayey sil t to silty clay UIlDFND UIlDFD 4 4 UMDF 4.22 13.85 9.31 0.12 1.29 0.83 clayey silt to silty clay UNDFND UNDfD 4 5 UMDF 4.32 14.17 11.13 0.19 1.62 0.88 clayey silt to silty clay UIlDFND UNDFD 6 6 UMDF 4.62 15.16 26.53 0.75 2.84 0.92 clayty silt to silty clay UIIDFND UMBFD 13 13 UNDF 4.72 15.49 49.73 0.98 1.97 0.96 sandy silt to clayey silt UMDFND UMDFD 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 16.80 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 2.08 1.08 silty sand to sandy silt 50-60 38-40 21 20 .30, 5.52 18.11 55.42 1.25 2.26 1.12 sandy silt to clayey silt UNDFIlD UNDFD 21 20 UNDF 5.82 19.09 45.10 1.46 3.24 1.16 clayey silt to silty clay UNDFMB UIlDfD 22 20 UNDF 5.92 19.42 18.06 0.78 4.32 1.20 clay UMDFMD UNDfD 17 16 UNDF 6.22 20.41 20.30 0.79 3.89 1.24 silty clay to clay DND UMDFD 13 12 UNDf 6.32 20.73 14.66 0.54 3.6B 1.29 silty clay to clay UIlDFMD UIIDFD 9 B UNDF 6.62 21.72 13.49 0.38 2.79 1.33 clayey silt to silty clay UIIDFMD UIIDFD 6 6 UNDF 6.72 22.05 11.05 0.30 2.71 1.37 silty clay to clay DND UNDFD 7 6 UNDF 7.02 23.03 11.59 0.13 1.15 1.41 clayey silt to silty clay UIlDFMD UllDFD 6 5 UNDF 7.12 23.36 16.41 0.23 1.40 1.45 mdy silt to clayey silt UNDFND UNDfD 6 5 UNDF 7.42 24.34 15.32 0.30 1.96 1.49 clayey silt to silty clay UIIDFIlD UNDfD 7 6 UNDF 7.52 24.67 28.69 1.18 4.11 1.53 silty clay to clay UNDfND UNDfD 18 15 UNDF I II I I I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jaliolkolski et al. 19851 PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 II ' - Seed's correction of 7.5 blows/foot has been applied to NI .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used lith the TABULATED OUTPUT frol CPTINTRl I I Iv 3.04) nn \(p\ I Sc:::ha.~~~r Dix~n A1S1S~c:::ia.t~1S I Engineer SDA On Site Lac: CPT-13 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc lavgl Fs lavg) Rf lavgl SI6V' SDIL BEHAVIOUR TYPE Eq-Dr PHI SPT SPT CSR (Ieters) lleet) (tsfl (tsll (%) (tsf) m deg. N NI --------------------------------------------------------------------------------------------------------------------------.-------- I 7.B2 25.66 21.63 0.8B 4.05 1.57 silty clay to clay UNDFND UNDFD 14 11 UNDF 7.92 25.98 9.95 0.28 2.81 1.60 silty clay to clay UNDFND UNDFD 6 5 UNDF 8.22 26.97 14.30 0.42 2.94 1.62 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 8.32 27.30 10.41 0.18 1.73 1.64 clayey silt to silty clay UNDFND UNDFD 5 4 UNDF I 8.62 28.28 10.94 0.21 1.89 1.66 clayey silt to silty clay UNDFND UNDfD 5 4 UNDF 8.72 28.61 12.07 0.35 2.90 1.69 silty clay to clay UNDFND UNDFD 8 6 UNDF 9.02 29.59 19.71 0.46 2.32 1.71 clayey silt to silty clay UNDfND UOO 9 7 UNDF I 9.12 29.92 22.53 0.82 3.64 1.73 silty clay to clay llIDFIID UNDFD 14 II UNDF 9.43 30.94 40.76 2.36 5.80 1.75 clay UNDFND UNDFD 39 30 UNDF 9.53 31.27 56.57 3.17 5.60 1.77 clay UNDFND UNDFD >50 41 UNDF I 9.83 32.25 70.64 3.36 4.75 1.79 very stilf line grained (II UNDFND UNDFD >50 >50 UNDF 9.93 32.58 87.30 2.85 3.26 1.81 sandy silt to clayey silt UNDFND UNDFD 33 25 UNDF 10.23 33.56 73.27 2.34 3.19 1.83 sandy silt to clayey silt UNDFND UNDFD 28 21 UNDF 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.B8 82.83 2.19 2.64 1.87 sandy silt to clayey silt UNDFND UNDFD 32 23 UNDF 10.73 35.20 44.75 1.80 4.02 1.89 clayey silt to silty clay UNDFND UNDFD 21 16 UNDF 11.03 36.19 87.68 2.12 2.42 1.91 silty sand to sandy silt 50-60 36-38 28 20 .30x I 11.13 36.52 33.02 1.38 4.18 1.93 silty clay to clay UNDFND UNDFD 21 15 UNDF 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 19.81 0.87 4.39 1.97 clay UNDFND UNDFD 19 14 UNDF 11.83 38.81 24.67 0.71 2.86 1.99 clayey silt to silty clay UNDfIfl) UNDFD 12 8 UNDF I 11.93 39.14 30.13 0.60 1.99 2.01 sandy silt to clayey silt UNDFND UNDFD 12 8 UNDF 12.23 40.12 18.46 0.45 2.46 2.04 clayey silt to silty clay UNDFND UNDFD 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 .24x I 12.63 41.44 37.10 0.77 2.07 2.08 sandy silt to clayey silt UNDFND UNDFD 14 10 UNDF 12.73 41.77 27.29 0.84 3.08 2.10 clayey silt to silty clay UNDFND UNDFD 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 .25x 13.53 44.39 23.16 0.35 1.51 2.18 sandy silt to clayey silt UNDFND UNDFD 9 6 UNDF 13.83 45.37 19.89 0.16 0.79 2.20 sandy silt to clayey silt UNDFND UNDFD 8 5 UNDF I 13.93 45.70 23.38 0.49 2.10 2.22 sandy silt to clayey silt UNDFND UNDFD 9 6 UNDF 14.23 46.69 15.56 0.30 1.93 2.24 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 14.33 47.01 16.66 0.40 2.40 2.26 clayey silt to silty clay UNDFND UNDFD B 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 UNDF 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 UNDFND UNDFD 7 5 UNDF 15.43 50.62 21.94 0.60 2.72 2.31. clayey silt to silty clay UNDFND UNDfD II 7 UNDF 15.53 50.95 17.34 0.61 3.52 2.38 silty clay to clay UNDFND UNDFD II 7 UNDF 15.B3 51.94 13.59 0.32 2.38 2.40 clayey silt to silty clay UNDFND UNDFD 7 4 UNDF I 15.93 52.26 14.92 0.18 1.21 2.43 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF ---------------------------------------------------------------------------------------------------------------------------------- I Dr - All sands (Jaliolkowski et a1. 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 (II overconsolidated Dr celented II ,." Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT frol CPTINTRI Iv 3.04) 1111 I \(/~ I S~h~~~~r Dix~~ A~~~~i~t~~ I Engineer SDA On Site Loc: CPT-13 Page No. 3 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Dc (avg) Fs (avgl RI lavg) SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR Ileters) (feet) (hi) (tsl) II) Itsl) III deg. N Nl ----------------------------------------------------------------------------------------------------------------------------------- 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 UNOF 16.33 53.58 167.79 2.64 1.57 2.47 sand to silty sand 60-70 38-40 40 26 .28 16.63 54.56 68.59 2.06 3.01 2.49 sandy silt to clayey silt UNOFHD UNOFD 26 17 UNDF 16.73 54.89 27.71 1.20 4.33 2.51 silty clay to clay UNDFND UNDFD 18 11 UNDF 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 UIIOFND 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 0.99 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 undefi ned UNDFND UNDFD UDF UDF UNDF 17.93 58.83 0.00 -13.93 0.00 2.63 undefi ned UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands (Jaliolkowski et al. 1985) 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 Irol CPTINTRI (v 3.04) IIII II I I I I I I I I I I \(,"./ . I Sc::h.a~-F~..- Dixc:=-ra A!S!Sc:=-c::i.at~!S Engineer SDA CPT Date : 12-21-88 On Site Loe: CPT-14 Cone Used : I Job No. 9R4332C Water table (meters) : 5.03 II -------~-~::~---~~~-=--~=-~--:-~~:-~--:---~:=~-~::~--------------------------------------------------------------------------- DEPTH Dc lavg) Fs lavg) RI lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR Inters) (feetl ltsll Itsll (X) (tsl) (%) deg. N NI II -----~~;;-----~~;;-----;~~;~--------~~~~--------~~;;--------~~~;----~~~;~-~~:~-;~-~~~~-~~~;------;~=;~------;;;-----;---;;~---;~~; 0.33 I.OB 77.90 0.23 0.30 0.06 sand to silty sand }90 )48 19 )50 )0.5 0.b3 2.07 125.b4 1.16 0.92 0.10 sand to silty sand )90 )4B 30 )50 )0.5 0.73 2.40 58.23 1.38 2.37 0.14 sandy silt to clayey silt UNDFND UMDFD 22 )50 UNDF 1.03 3.3B 33.72 O.IIC 1.77 0.18 sandy silt to clayey silt UNDFND UNDFD 13 31 UNDF 1.13 3.71 25.63 0.36 1.40 0.22 sandy silt to clayey silt UNDFND UNDFD 10 21 UNOF 1.43 4.69 22.04 0.50 2.28 0.26 (layey silt to silty clay UNDFND UNDFD II 21 UNDF 1.53 5.02 19.25 0.50 2.60 0.30 clayey silt to silty clay UNDFND UMDFD 9 17 UNDF I.B3 6.00 20.60 0.57 2.77 0.34 clayey silt to silty clay UNDFHD UNDFD 10 17 UNDF 1.93 6.33 12.58 0.45 3.58 0.39 silty clay to clay UIlDFND UNDFD 8 13 UNDF 2.23 7.32 14.90 0.44 2.95 0.43 clayey silt to silty clay UNDFND UNDFD 7 II UNDF 2.33 7.64 17.59 0.47 2.67 0.47 clayey silt to silty clay UNDFND UNDFD 8 12 UNDF 2.62 8.60 13.13 0.40 3.07 0.51 silty clay to clay UNDFND UNDFD 8 12 UNDF 2.72 8.92 10.71 0.29 2.71 0.55 silty clay to clay UMDFND UNDFD 7 9 UNDF 3.02 9.91 10.39 0.22 2.12 0.59 clayey silt to silty clay UNDFND UNDFD 5 7 UNDF 3.12 10.24 13.94 0.34 2.44 0.63 clayey silt to silty clay UNDFND UNDFD 7 9 UNDF 3.42 11.22 19.00 0.65 3.40 0.b7 clayey silt to silty clay UNDFND UNDFD 9 II UNDF 3.52 11.55 12.03 0.42 3.49 0.71 silty clay to clay UNDFHD UIlDFD 8 9 UIlDF 3.82 12.53 22.24 0.84 3.78 0.75 silty clay to clay UNDFND UNDFD 14 17 UNDF 3.92 12.86 51.26 0.b9 1.35 0.79 silty sand to sandy silt 50-bO 38-40 Ib 19 .28x 4.22 13.85 b3.64 1.00 1.57 0.83 silty sand to sandy silt SO-60 38-40 20 23 .33x 4.32 14.17 31.88 0.96 3.01 0.88 clayey silt to silty clay UNDFND UMDFD 15 17 UNDF 4.62 15.16 62.14 1.26 2.03 0.92 silty sand to sandy silt SO-IIC 38-40 20 21 .31x 4.72 15.49 87.55 1.47 1.68 0.96 silty sand to sandy silt 60-70 40-42 28 29 >0.5 5.02 16.47 73.06 1.21 1.65 1.00 silty sand to sandy silt 50-60 38-40 23 24 .35x 5.12 16.80 23.80 1.06 4.45 1.04 clay UNDFND UNDFD 23 23 UNDF 5.42 17.78 18.36 O.bl 3.32 1.0b clayey silt to silty clay UNDFND UNOFD 9 9 UNOF 5.52 18.11 20.91 0.57 2.73 1.08 clayey silt to silty (lay UNDFND UNDFD 10 10 UNOF 5.82 19.09 29.11 1.32 4.52 1.10 silty clay to clay UNDFND UNDFD 19 18 UNDF 5.92 19.42 26.18 0.90 3.44 1.12 clayey silt to silty clay UNDFND UNDFD 13 12 UNOF b.22 20.41 17.10 0.47 2.75 1.14 clayey silt to silty clay UNDFND UNDFD 8 B UNDF b.32 20.73 18.36 0.58 3.16 1.16 clayey silt to silty clay UNDFND UMDFD 9 8 UNOF b.b2 21.72 20.27 O.bO 2.96 1.18 clayey silt to silty clay UNDFND UNDFD 10 9 UNDF 6.72 22.05 34.64 l.b5 4.7b 1.20 clay UNDFND UNDFD 33 31 UNDF 7.02 23.03 20.12 0.69 3.43 1.22 clayey silt to silty clay UNDFND UNDFD 10 9 UNDF 7.12 23.3b 20.15 0.62 3.08 1.24 clayey silt to silty clay UNDFND UNDFD 10 9 UNDF 7.42 24.34 98.b7 1.52 1.54 1.2b silty sand to sandy silt 60-70 38-40 32 28 )0.5 7.52 24.67 241.44 1.29 0.53 1.28 sand 80-90 42-44 46 41 )0.5 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 01 7.5 bloMs/loot has been applied to Nl ffff Note: For interpretation purposes the PLOTTED CPT PROFILE should b. used Mith the TA8ULATED OUTPUT Irol CPTINTRl I I Iv 3.04l UU \(pAv . Sc::h.ate-f'ter- D:i. x CJrt A5i5iCJc:::i..at~5i I Enginee... SDA On Site Lac: CPT-14 Page No. .., ~ ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc lavg) Fs lavg) RI lavg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR Iletersl Ifeet) Itsl) Itsf) m Itsl) m deg. N N1 --------------------------------------------------------------------------------------------------------------.-------------------- 7.82 25.66 209.78 1.91 0.91 1.30 sand 80-90 42-44 40 36 >0.5 I 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 80-90 42-44 49 43 >0.5 8.32 27.30 180.07 1.24 0.69 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 UNDFItD UNDFD 27 23 UNDF 8.72 28.61 44.16 2.11 4.78 1.40 silty clay to clay UNDFIID UllDFO 28 24 UNDF 9.02 29.59 51.54 2.14 4.16 1.43 clayey silt to silty clay UNDFND UNDFO 25 21 UNDF I 9.12 29.92 85.98 3.44 4.00 1.45 clayey silt to silty clay UNDFND UllDFD 41 35 UNDF 9.43 30.94 57.76 2.7B 4.81 1.47 silty clay to clay UNDFND UNOFD 37 31 UNDF 9.53 31.27 37.15 0.73 1.97 1.49 sandy silt to clayey silt UNDFND 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 UNDFND 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 UNDFO. 9 7 UNDF 10.73 35.20 19.08 0.50 2.62 1.61 clayey silt to silty clay UNDFIID UNDFD 9 7 UNDF 11.03 36.19 34.28 0.77 2.26 1.63 sandy silt to clayey silt UNDFNO 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 UNDFND UNDFD 7 5 UNDF 11.53 37.83 17.30 0.44 2.54 1.69 clayey silt to silty clay UNDFND UNDFO 8 6 UNOF 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 UNDF 12.23 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 UNDFIID UNDFD 6 4 UNDF I 12.63 41.44 14.28 0.31 2.15 1.80 clayey silt to silty clay UNDFND UIIDFD 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 UIIDFND UNDFD 9 7 UNDF I 13.13 43.08 16.62 0.42 2.53 1.86 clayey silt to silty clay UNDFIID UNDFD 8 6 UNDF 13.43 44.06 30.06 0.95 3.15 1.88 clayey silt to silty clay UllDFND UNDFD 14 11 UNDF 13.53 44.39 27.16 0.81 2.98 1.90 clayey silt to silty clay UNDFND UllDFD: 13 10 UNDF 13.83 45.37 25.96 0.79 3.06 1.92 clayey silt to silty clay UNDFND 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 UNDFND UNDFD IS 11 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 UNOF 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 IJaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 IIII Hote: For interpretation purposes the PLOTTED CPT PRDFILE should be used with the TABULATED DUTPUT Irol CPTINTRI (v 3.04) 1m I / I \~"O . Sch~_~_~ Dix~n A~~~ci~t_~ I Engineer SDA On Site Lac: CPT-14 Page No. 3 ------------------------.---------------------------------------------------------------------------------------------------------- I DEPTH (Ieters) Ifeet) Or lavg) Itsf) Fs lavg) Itsf) Rf lavg) m SI6V' Itsf) SOIL BEHAVIOUR TYPE Eq - Dr m PHI deg" SPT SPT N NI CSR ----------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I Dr - All sands IJaliolko.ski et al. 1985) PHI - Robertson and Calpanella 19B3 CSR: Seed et al. 1983 - M=7.5 lIlt Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT fro. CPTINTRI Iv 3.041 lIlt \ epG. I ! I Sc::h.aEP-f'EPr- DixC3n A$O$OC3c::i.a'tEP$O Engineer SDA CPT Date : 12-21-88 On Site Loc: CPT-15 Cone Used : I Job No. 9R4332C Water table (meters) : 6.89 II -------~-~-~~---~~~-:--~:-:--~-~-~~-~--:---=:=::-~::~--------------------------------------------------------------------------- DEPTH Dc lavg) Fs lavg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR (Ielers) Ifeet) Itsf) Itsf) m Itsf) II) deg. N N1 I ---------------------------------------------------------------------------------------------------------------~------------------- 0.23 0.75 16.34 0.02 0.10 0.02 silty sand to sandy silt 60-70 >4B 5 34 >0.5 0.33 1.08 85.55 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 >48 25 }50 }O.5 0.73 2.40 70.21 2.00 2.85 0.14 sandy silt to clayey silt UNDFND 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 }O.5 1.13 3.71 213.35 4.28 2.01 0.22 sand to silty sand >90 >48 >50 >50 }O.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 3.48 1.43 0.30 sand to silty sand >90 >48 }50 >50 }O.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 }O.5 2.23 7.32 250.74 5.06 2.02 0.43 sand to silty sand }90 >48 }50 }50 }O.5 2.33 7.64 2B8.70 4.29 1.49 0.47 sand to silty sand >90 >48 >50 >50 >0.5 2.62 B.60 276.48 3.56 1.29 0.51 sand >90 >48 }SO >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 }O.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 UNDFND UNDFD 46 >50 UNDF , 3.92 12.B6 139.78 4.55 3.26 0.79 sandy silt to clayey silt UNDFND UNDFD >50 >50 UNDF 4.22 13.B5 174.B9 5.65 3.23 0.B3 sandy silt to clayey silt UNDFND UNDFD )50 >50 UHDF 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 silty 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 (I) UNDFND UNDFD, >50 >50 UHDF 5.02 16.47 14B.85 5.16 3.46 1.00 sandy silt to clayey silt UHDFHD 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 I.OB very stiff fine grained (I) UNDFND UNDFD >50 >50 UHDF 5.52 1B.11 145.7B 7.36 5.05 1.12 very stiff fine grained (I) UNDFND UHDFD: }50 >50 UNDF 5.82 19.09 221.99 7.67 3.46 1.16 sand to clayey sand m UNDFND UNDFD' }50 >50 UNDF 5.92 19.42 303.32 9.86 3.25 1.20 sand to clayey sand III UNDFHD UNDFD, >50 >50 UNDF 6.22 20.41 310.04 8.36 2.70 1.24 sand to clayey sand If) 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.B7 1.37 very stiff fine grained m UNDFND UNDFD, >50 >50 UNDF 7.02 23.03 248.73 9.46 3.80 1.41 sand to clayey sand III UNDFHD UNDFD: >50 }50 UHDF 7.12 23.36 366.95 B.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 I I I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJaliolkoNski et al. 1985) CSR: Seed et al. 19B3 - N=7.5 PHI - Robertson and Calpanella 1983 x - Seed's correction of 7.5 bloNs/foot has been applied to N1 II) overconsolidated Dr celented IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Nith the TABULATED OUTPUT frol CPTINTRI Iv 3.041 IIII I \~\ I I I Engineer Sch~~~~r Dix~n A~~~ci~t~~ SDA On Site Loc: CPT-15 Page No. 2 ----------------------------------------------------------------------------------------------------------------------------------- I DEPTH Qc lavg) Fs lavg) Rf (avg) SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI. SPT SPT CSR (Ieters) (feet) (tsf) Itsf) m Itsf) m deg.. N NI ----------------------------------------------------------------------------------------------------------------------------------- I ----------------------------------------------------------------------------------------------------------------------------------- Dr - All sands IJaliolkolski et al. 19B5) PHI - Robertson and Calpanella 19B3 CSR: Seed et al. 19B3 - "=7.5 II .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used lith the TABULATED OUTPUT frol CPTINTRI (v 3.04) .... I I I I I I I II I I I I II I \ {p<(, I I Scha.eo-Feor- DixC3~ A!S!SC3Cia.teo!S Enginee~ SDA CPT Date : 12-22-88 On Site Lac: CPT-16 Cone Used : I i Job No. : 9R4332C Wate~ table (mete~s)1 : 5.92 Tot. Unit Wt. (avg) : 125 pcf : 1----------------------------------------------------------------------------------------------------------------t------------------ DEPTH Qc lavgl Fs lavgl Rf lavgl SI6V' SOIL 8EHAVlOUR TYPE Eq - Dr PHIl SPT SPT CSR lletersl !feet) Itsfl Itsfl !%) Itsfl !%) deg.1 N N1 1-----------------------------------------------------------------------------------------------------------_____l__________________ 0.23 0.75 14.47 0.31 2.12 0.02 clayey silt to silty clay UNDFND UNDFD 7 46 UNDF 0.33 1.08 85.04 0.54 0.63 0.00 sand to silty sand )90)48 20 )50 >0.5 0.03 2.07 138.05 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 >481 33 )50 )0.5 1.13 3.11 84.32 1.57 1.86 0.22 silty sand to sandy silt 80-90 40-481 27 )50 )0.5 1.43 4.09 76.29 1.18 1.55 0.20 silty sand to sandy silt 70-80 44-401 24 48 )0.5 1.53 5.02 55.03 0.05 1.17 0.30 silty sand to sandy silt 60-70 42-44: 18 33 >0.5 1.83 6.00 66.09 0.60 1.00 0.34 silty sand to sandy silt 70-80 42-44 21 36 >0.5 1.93 0.33 74.21 0.71 0.96 0.39 sand to silty sand 70-80 42-44 18 29 .32. 2.23 7.32 53.89 0.69 1.27 0.43 silty sand to sandy silt 00-70 42-44 17 27 .44. 2.33 7.64 14.11 0.14 0.99 0.47 sandy silt to clayey silt UNDFND UNDFD 5 8 UNDF 2.02 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 (layey silt to silty clay UNDFND UNDFD IS 21 UNDF 3.02 9.91 20.56 0.48 2.32 0.59 clayey silt to silty clay 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 clayey silt to silty clay UMDFND UNDFD 16 19 UNDF 3.92 12.86 21.34 0.58 2.72 0.79 (layey silt to silty (lay UNDFND UNDFD 10 12 UNDF 4.22 13.85 20.58 0.05 2.45 0.83 sandy silt to clayey silt UNDFND UNDFD 10 11 UNDF 4.32 14.17 55.97 1.18 2.11 0.88 sandy silt to clayey silt UNDFND UNDFD 21 23 UNDF 4.02 15.16 84.10 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 b0-70 40-42 27 28 )0.5 5.02 10.47 20.37 0.90 3.40 1.00 clayey silt to silty clay UNDFND UNDFD 13 13 UNDF 5.12 10.80 17.21 0.53 3.08 1.04 clayey 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 (layey silt to silty (lay UNDFND UNDFD 12 11 UNDF 5.82 19.09 2b.ob 0.78 2.94 1.1b clayey silt to silty clay UNDFND UNDFD 13 12 UNDF 5.92 19.42 38.93 0.85 2.18 1.20 sandy silt to clayey silt UNDFND UNDFD I 15 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 UNDFND UNDFD 9 9 UNDF 0.62 21.72 34.24 0.97 2.82 1.27 sandy silt to clayey silt UNDFND UNDFD 13 12 UNDF 0.72 22.05 39.57 1.04 2.b3 1.29 sandy silt to clayey silt UNDFND UNDFD IS 14 UNDF 7.02 23.03 39.67 1.87 4.71 1.31 silty clay to clay UNDFND UNDFD 25 22 UNDF 7.12 23.3b 39.44 1.94 4.92 1.33 clay UNDFND UNDFD 38 33 UNDF 7.42 24.34 44.58 2.01 4. SO 1.35 si I ty clay to clay UNDFND UNDFD 28 25 UNDF 7.52 24.b7 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 1 I I I -----------------------------------------------------------------------------------------------------------------j----------------- I Dr - All sands IJaliolkowski et a1. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed etl a1. 1983 - "=7.5 x - Seed's correction of 7.S blows/foot has been applied to Nl I 1 IIII Note: For interpretation purposes the PLDTTED CPT PRDFILE should be used with the TABULATED DUTPUT frol CPTINTRI Iv 3.04) IIII I I I \leq . II --~-~~-:-~::~~_._______~~_~____________________________C:~--~.~~~--~~~_~__::~'~~~_~_______________________l~~~_~::__~_~~___:_ DEPTH Qc lavq) Fs (avq) Rf lavq) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHIl SPT SPT CSR IlleterS) (feet) Itsf) (tsf) m Itsf) 1%) deq, N Nl ---------------------------------------------------------------------------------------_________________________L__________________ 7.82 25.66 25.25 0.87 3.46 1.39 clayey silt to silty clay UNDFND UNDFD! 12 10 UNDF 7.92 25.98 33.70 1.52 4.51 1.41 silty clay to clay UNDFND UNDFDI 22 18 UNDF 8.22 26.97 54.03 1.02 1.88 1.43 silty sand to sandy silt 40-50 36-38 17 15 .23, 8.32 27.30 17.59 0.26 1.48 1.45 sandy silt to clayey silt UNDFND UNDFD 7 6 UNDF 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 UNDFD 14 11 UNDF 9.02 29.59 36.38 1.77 4.86 1.52 clay UNDFND UNDFD 35 29 UNDF 9.12 29.92 26.22 1.04 3.97 1.54 silty clay to clay UNDFND UNDFDI 17 14 UNDF 9.43 30.94 21.31 0.78 3.66 1.56 silty clay to clay UNDFND UNDFDI 14 11 UNDF 9.53 31.27 18.66 0.63 3.38 1.58 clayey silt to silty clay UNDFNO UNDFD1 9 7 UNDF 9.83 32.25 13.71 0.31 2.24 1.60 clayey silt to silty clay UNOFND UNDFDI 7 5 UNDF 9.93 32.58 14.49 0.29 2.00 1.62 clayey silt to silty clay UNOFND UNDFD 7 6 UNDF 10.23 33.56 37.19 0.45 1.20 1.64 silty 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 UNDFNO UNDFD 7 5 UNOF 10.63 34.88 22.57 0.46 2.05 1.68 sandy silt to clayey silt UNDFND UNDFD 9 7 UNDF 10.73 35.20 25.88 0.67 2.59 1.70 clayey silt to silty clay UNDFND UNDFO 12 10 UNDF 11.03 36.19 56.75 1.24 2.19 1.72 sandy silt to clayey silt UNDFND UNDFDI 22 17 UNDF 11.13 36.52 63.33 2.12 3.35 1.74 sandy silt to clayey silt UNDFNO 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 silt 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 11.93 39.14 26.27 0.81 3.08 1.83 clayey silt to silty clay UNDFND UNDFDI 13 9 UNDF 12.23 40.12 29.38 0.85 2.89 1.85 clayey silt to silty clay UNDFND UNDFD I 14 10 UNDF 12.33 40.45 46.07 0.90 1.95 1.87 sandy silt to clayey silt UNDFND UNDFD I 18 13 UNDF 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 UNDFD1 8 6 UNDF 13.03 42.75 15.06 0.22 1.44 1.93 sandy silt to clayey silt UNDFND UNDFD 6 4 UNDF 13.13 43.08 14.54 0.23 1.58 1.95 (layey silt to silty clay UNDFND UNDFD 7 5 UNDF 13.43 44.06 13.74 0.20 1.48 1.97 clayey silt to silty clay UNDFND UNOFD 7 5 UNDF 13.53 44.39 14.75 0.19 1.29 1.99 sandy silt to clayey silt UNDFNO UNOFD 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 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 5 UNDF 14.33 47.01 14.28 0.23 1.61 2.07 clayey silt to silty clay UNDFND UNDFD' 7 5 UNDF 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 7 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 27 18 .28, 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 2.22 (layey 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 I UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------j-------_._-------- i CSR: Seed et! al. 1983 - M=7.5 I Sc=h.a_-F_.... Dixc:tn A!S!Sc:tc=i.at_!S I I I I I I I I I I I I Dr - All sands (Jaliolkooski et aI. 1985) PHI - Robertson and Calpanella 1983 x - Seed's correction of 7.5 bloos/foot has been applied to NI II IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TA8ULATED OUTPUT frol CPTINTRI Iv 3.04) IIII I ,10 I Sch_~~~r Dix~~ A~~~ci_t~~ I Engineer SDA On Site Loc: CPT-16 :Page No, 3 ----------------------------------------.-----------------------------------------------------------------------j------------------ DEPTH Qc lavg) Fs lavg) Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHIl SPT SPT CSR I (Ieters) (feet) (tsf) (tsf) m Itsf) m deg'l N NI ----------------------------------------------------------------------------------------------------------------~------------------ , ----------------------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I , Or - All sands (Jiliolkowski et al. 1985) PHI - Robertson and Cilpanella 1983 CSR: Seed e~ al. 1983 - H=7.5 , , I "" Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TA8ULATEO OUTPUT fro. CPTINTRl (v 3.041 "" , , I I I I I , I ! I \<'1/\ . I , I Sc:na.E!-FE!r'" DixeJrl A~~eJc:ia.tE!~ Engineer SDA CPT Date . 1~-~~-88 On Site Lac: CPT-17 Cone Used ; I- -- I Job No. 9R4332C Water table (meters> : 7.24 I Tot. Unit Wt. (avg> : 125 pcf ' -------------------------_______________________________________________________________________________________1__________________ DEPTH Qc (avg) Fs (avg) RI (avgl SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI I SPT SPT CSR Ileters) (Ieet) Itsl) Itsl) m Itsl) m deg. , N NI I-----~:~~-----~:~~----:~~::~--------~:~~--------~:~~--------~:~~----~~~~~-~:~~::~:~:~~~-~~~~------;~;:~------~::1---:;---~~~---~~:~ I 0.63 2.07 189.92 3.94 2.07 0.10 silty sand to sandy silt >90 >4BI >50 >50 >0.5 0.73 2.40 B9.63 2.93 3.27 0.14 sandy silt to clayey silt UNDFND UNDFDi 34 >50 UNDF 1.03 3.3B 56.12 1.27 2.27 0.18 sandy silt to clayey silt UNDFND UNDFD 22 >50 UNDF I 1.13 3.71 54.36 1.12 2.06 0.22 sandy silt to clayey silt UNDFND UNDFD 21 45 UNDF 1.43 4.69 10.08 1.59 2.27 0.26 sandy silt to 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 I 34 >50 UNDF I.B3 6.00 93.25 2.76 2.96 0.34 sandy silt to clayey silt UNDFND UNDFDI 36 >50 UNDF I 1.93 6.33 109.B6 4.25 3.B7 0.39 (Iayey silt to silty clay UNDFND UNDFD II )50 )50 UNDF 2.23 7.32 114.51 6.27 5.48 0.43 very stiff fine grained I') UNDFND UNDFD >SO )50 UNDF 2.33 7.64 110.03 6.72 6.11 0.47 very stiff line grained II) UNDFND UNDFD )50 >50 UNDF I 2.62 B.60 94.96 5.92 6.23 0.51 very stiff fine grained I') UNDFND UNDFD I >50 )50 UNDF 2.72 B.92 61.20 3.72 6.0B 0.55 very stiff fine grained (I) UNDFND UNDFD I' >50 >50 UNDF 3.02 9.91 51.63 2.79 5.40 0.59 clay UNDFND UNDFD 49 >50 UNDF I 3.12 10.24 47.26 2.51 5.44 0.63 clay UNDFND UNDFD 45 >50 UNDF 3.42 11.22 42.47 2.05 4.B2 0.67 silty clay to clay UNDFND UMBFD 27 34 UNDF 3.52 11.55 29.75 0.91 3.06 0.71 (layey silt to silty clay UNDFND UMDFD 14 17 UNDF 3.B2 12.53 33.31 1.24 3.73 0.75 clayey silt to silty clay UNDFND UNDFD, 16 19 UNDF I 3.92 12.B6 2B.43 1.14 4.01 0.79 silty clay to clay UNDFND UNDFD liB 21 UNDF 4.22 13.85 39.00 1.37 3.50 0.B3 clayey silt to silty (lay UNDFND UNDFD 19 21 UNDF 4.32 14.17 74.55 1.23 1.65 0.B8 silty sand to sandy silt 60-70 40-421 24 26 .40x I 4.62 15.16 92.00 1.29 1.41 0.92 silty sand to sandy silt 60-70 40-42 29 31 >0.5 4.12 15.49 45.35 1.90 4.19 0.96 silty clay to clay UNDFND UNDFD 29 30 UNDF 5.02 16.47 57.73 1.63 2.B2 1.00 sandy silt to clayey silt UNDFND UNDFD 22 22 UNDF I 5.12 16.80 88.40 1.94 2.19 1.04 silty sand to sandy silt 60-70 40-42 28 28 )0.5 5.42 17.78 81.66 2.74 3.36 1.08 sandy silt to clayey silt UNDFND UNDFD 31 30 UNDF 5.52 18.11 76.97 1.97 2.56 1.12 sandy silt to clayey silt UNDFND UNDFD 29 28 UNDF 5.82 19.09 21.30 1.30 4.77 1.16 clay UNDFND UNDFD 26 25 UNDF I 5.92 19.42 18.70 0.70 3.74 1.20 silty clay to clay UNDFND UNDFD 12 II UNDF 6.22 20.41 22.41 0.72 3.23 1.24 clayey silt to silty clay UNDFND UNDFD II 10 UNDF 6.32 20.73 57.38 0.91 1.59 1.29 silty sand to sandy silt 40-50 36-38 18 16 .25x I 6.62 21.12 19.62 0.59 3.01 1.33 clayey silt to silty clay UNDFND UNDFD 9 8 UNDF 6.12 22.05 20.91 0.53 2.53 1.37 clayey silt to silty clay UNDFND UNDFD, 10 9 UNDF 7.02 23.03 69.22 1.33 1.92 1.41 silty sand to sandy silt 50-60 36-38 I 22 19 .28x I 7.12 23.36 16.66 0.10 0.60 1.45 sandy silt to clayey silt UNDFND UNDFD I 6 5 UNDF -____~~~~____~;~~~_____~~~;!________~~;~________;~~~________!~~r____~~;~;~:;~~::~~:;~~~~_~~~~_____~;;~~;___~~;~;_l__~~____:;___~;;~ I I Dr - All sands IJaliolkowski et al. 1985) PHI - Robertson and Caloanella 1983 caR: Seed et al. 1983 - ~:7.5 x - Seed's correction 01 7.5 blows/loot has been applied to NI 1'1 overconsolidated or celented I.... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TABULATED OUTPUT Irol CPT~NTRI Iv 3.04) "" I \'\'V II I Engineer Sc::h.aeo-f'eor- Dix~~ As.s.~c::i.ateos. I Page No. :2 I I ----------------------------------------------------------------------------------------------------------------~------------------ SDA On Site Lac: CPT-17 Eq - Dr PHil SPT SPT CSR m deg. N NI , I -----;::~----~~:~:-----~~:;~--------~::~--------~:~f--------::~~---:~;~-~~~;;-:::~-;;:~~~;-~;~----~:~~:~---~:~~r--;~~----~;---~:~~ 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 9.83 32.25 19.42 0.28 1.42 1.73 sandy silt to clayey silt UNDFND UNDFD 7 6 UNDF I 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 si I ty sand to sandy si lt 50-60 36-38 27 20 .30. 11.53 37.83 75.31 1.67 2.22 1.92 silty sand to sandy silt ~-50 36-38 24 18 .27. 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 .18. 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 .33. 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 .22. 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 c1ayev 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 15.13 49.64 46.28 0.80 1.73 2.29 silty sand to sandy silt (40 30-32 15 10 .18x I 15.43 50.62 22.24 0.46 2.07 2.31 sandy silt to c1ayev silt UNDFND UNDFD I 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 I UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------r----------------- Dr - All sands (JaliolkoNSki et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed etl al. 1983 - "=7.5 I I I DEPTH Ileters) (feet) Qc (avg) (tsf) Fs lavg) Itsf) Rf lavg) m SI6V' (tsf) SOIL BEHAVIOUR TYPE I x - Seed's correction of 7.5 bloNs/foot has been applied to Nl (.) overconsolidated or celented I.... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used Nith the TABULATED OUTPUT frol CPTilNTRI (v 3.04) UU ,\~ I I I Engineer- Sc::h.a~"*,~r- Dix~ra A!iS!iS~c::i.at~!iS , Ipage No.3 , ----------------------------------------------------------------------------------------------------------------------------------- SOA On Site Loc: CPT-17 I DEPTH Qc (avg) Fs lavg) Rf (avg) SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI! SPT SPT CSR lutersl (feet) Itsf) Itsfl l%l (tsf) m deg.j N NI ----------------------------------------------------------------------------------------------------------------j------------------ II ------::-~--:~~-:::::-~:::~:~:::::~-::-:~~-~:::~------::~-~-----:::::::::-:::-:::::::~~:-~:::--------:::~-::::-:r-:~~-~:::-~-::~~:- I II .... Note: For interpretation purposes the PLOTTED CPT PROFILE should be used wi!h the TABULATED OUTPUT frol CPTINTRI (v 3.041 .... I I ! I I I I I I I I I I I I I \\A. , Enginee~ : SDA CPT Date : 12-22-88 On Site Loc: CPT-18 Cone Used : I I Job No. : 9R4332C Wate~ table (mete~s) : 8.18 I Tot. Unit Wt. (avg) : 125 pcf I ---------------------------------------------------------------------------------------------------------------,------------------- DEPTH Qc (avg) Fs (avgl Rf (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PH~ SPT SPT CSR (Ieters) (feet) (tsf) (tsf) m (tsfl IX) deg.! N Nl I -----~~;;-----~~;;-----;;~~;_-------~~~~--------~:;~--------~~~;----:~;~;-:~~~-;~-:~~~;-:~;;--------;;~------;~;r---~~---;;~---;~:; . , 0.33 1.08 129.80 1.29 0.99 0.06 sand to silty sand )90 )48 31 )50 )0.5 I 0.63 2.07 86.04 1.97 2.29 0.10 silty sand to sandy silt )90 >48' 27 )50 >0.5 0.73 2.40 86.83 2.19 2.52 0.14 mdy silt to clayey silt UNDFND UNDFOI 33 )50 UNDF 1.03 3.38 74.21 1.71 2.31 0.18 sandy silt to clayey silt UNDFNO UNDFD1 28 )50 UNDF I 1.13 3.71 116.28 3.05 2.62 0.22 silty sand to sandy silt )90 46-481 37 )50 )0.5 1.43 4.69 134.41 5.20 3.87 0.26 sand to clayey sand (I) UNDFND UNDFD )50 >50 UNDF 1.53 5.02 132.13 5.13 3.88 0.30 sand to clayey sand III UNDFND UNDFD )50 )50 UNDF 1.83 6.00 132.29 4.63 3.50 0.34 sandy silt to clayey silt UNDFND UNDFD >50 )50 UNDF I 1.93 6.33 95.50 2.88 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 88.74 2.33 2.63 0.47 sandy silt to clayey silt UNDFND UNDFD 34 )50 UNDF I 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 8.92 87.64 1.93 2.20 0.55 silty sand to sandy silt 70-80 42-44 28 38 >0.5 3.02 9.91 74.02 2.12 2.87 0.59 sandy silt to clayey silt UNDFND UNDFD 2S 37 UNDF I 3.12 10.24 86.91 1.83 2.1I 0.63 silty sand to sandy silt 60-70 42-44 28 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 .35x 3.52 11.55 36.00 0.46 1.28 0.71 silty sand to sandy silt 40-50 36-38 1I 14 .22x 3.82 12.53 48.87 0.90 1.85 0.75 silty sand to sandy silt 50-60 38-40 16 18 .27x I 3.92 12.86 58.91 1.25 2.12 0.79 sandy silt to clayey silt UNDFND UNDFD 23 26 UNDF 4.22 13.85 bJ.67 1.01 1.59 0.83 silty sand to sandy silt 50-60 38-40 20 23 .33x 4.32 14.17 61.20 0.93 1.52 0.88 silty sand to sandy silt 50-60 38-40 20 21 .3lx I 4.62 15.16 66.16 1.00 1.51 0.92 silty sand to sandy silt 50-60 38-40 21 22 .33x 4.72 15.49 40.54 0.90 2.22 0.96 sandy silt to (layey 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 I 5.12 16.80 18.79 0.56 2.98 1.04 (layey silt to silty clay UNDFND UNDFD 9 9 UNDF 5.42 17.78 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 'I 5.82 19.09 91.05 2.30 2.52 1.16 sandy silt to clayey silt UNDfND UNDFD 35 33 UNDF I 5.92 19.42 140.55 3.16 2.25 1.20 silty sand to sandy silt 70-80 40-42 45 41 >0.5 . 6.22 2Q.41 199.52 3.13 1.57 1.24 sand to silty sand 80-90 42-44 48 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 .28x I 6.62 21.72 73.98 1.40 1.90 1.33 silty sand to sandy silt 50-60 38-40 24 21 .31x I 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 (layey silt to silty clay UNDFND UNDFD 22 19 UNDF I 7.42 24.34 31.81 0.64 2.00 1.49 sandy silt to clayey silt UNDFND UNDFD 12 10 UNDF 7.52 24.67 61.63 1.73 2.81 1.53 sandy silt to clayey silt UNDFND UNDFD 24 19 UNDF I I I I Sc:h.a.~-F~r- D:i.xc:trt A!S!Sc:tc::i..a.t~!S ----------------------.------------------------------------------------------------------------------------------------------------ , ! i CSR: Seed et al. 1983 - ~=7.5 I I I "" Note: For interpretation purposes the PLOTTED CPT PROFilE should be used .ith the TABULATED OUTPUT frol CPTINTRI (v 3.04) "" I I Dr - All sands (Jaliolko.ski et al. 19851 PHI - Robertson and Calpanella 1983 x - Seed's correction of 7.5 blows/foot has been applied to Nl (,) overconsolidated or celented I ,/ \"\"0 II Sch~_?_~ Dix~~ A~~~ci~t_~ I Engineer !Page No. 2 i I-------~~;~~---------~~-~~~;~----;~-~~~;~----~;-~~~;~-----;;~~~---------;~;~-;~~~;~~-;;;~-------~;-=-~~----;~;!---~~---;;;---~;~ -~~~~~~~~---~~~~~~-----~~~~~-------~~~~~------~:~--------~~~~---------------______________________~::.____~~!:l____~____~~_______ SDA On Site Loc: CPT-IS 7.82 25.66 134.71 1.94 1.44 1.57 sand to silty sand 60-70 40-42 32 26 .28 7.92 25.98 122.32 1.98 1.62 1.61 sand to silty sand 60-70 38-40 29 23 .25 8.22 26.97 152.69 1.47 0.96 1.65 sand to silty sand 70-80 40-42 37 29 .31 8.32 27.30 199.45 1.43 0.72 1.69 sand 70-80 40-42 38 30 .33 8.62 28.28 184.92 1.06 0.58 1.71 sand 70-80 40-42 35 27 .30 .8.72 28.61 173.95 0.70 0.40 1.73 sand 70-81) 40-42 33 26 .27 9.02 29.59 149.06 0.69 0.46 1.75 sand 70-80 40-42 29 22 .23 9.12 29.92 155.98 0.84 0.54 1.77 sand 70-81) 40-42 30 23 .24 9.43 30.94 121.75 0.43 0.35 1.79 sand 60-70 38-40 23 18 .18 9.53 31.27 126.74 0.22 0.17 1.81 sand 60-70 38-40 24 18 .19 9.83 32.25 79.62 -4.18 -5.25 1.83 und!fin!d UNDFND UNDFD UDF UDF UNDF I 9.93 32.58 0.00 -13.93 0.00 1.85 und!fin!d UNDFND UNDFD UDF UDF UNDF ----------------------------------------------------------------------------------------------------------------j------------------ I Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: S!ed e1 al. 1983 - "=7.5 I II IIII Not!: For int!rpr!tation purpos!s th! PLOTTED CPT PROFILE should be us!d with the TABULATED OUTPUT frol CPilNTR1 (v 3.04) IIII I I I I I II I I I I I I I \1(P . I Sc::haue-F t9r D i x ct.., A!S!Sctc::ialtt9!S i Engineer SDA CPT Date : 12-22-88 On Site Loc: CPT-19 Cone Used : I ! Job No. 9R4332C Water table (meters) : 7.6 I Tot. Unit Wt. (avg) : 125 pcf : ------------------------------------------------------------------------________________________________________L__________________ DEPTH Qc (avgl Fs lavg) Rf lavgl SI6V' SDIL BEHAVIOUR TYPE Eq - Dr PHI SPT SPT CSR lltlers) lfeet) ltsfl ltsf) (1) ltsf) m deg. H HI I ----------------------------------------------------------------------------------------------------------------,------------------ 0.23 0.75 19.03 0.22 1.17 0.02 sandy silt to clayey silt UHDFHD UNDFD 7 4B UNDF 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 3.06 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 silty clay UNDFND UNDFD 28 )50 UNDF 1.03 3.38 69.02 1.83 2.65 0.18 sandy silt to clayey silt UNDFND UNDFD 26 }50 UHDF 1.13 3.71 226.02 6.18 2.73 0.22 silty sand to sandy silt }9O )48 )50 )50 }0.5 1.43 4.69 335.84 9.83 2.93 0.26 sand to clayey sand m UNDFND UHDFD )50 }5O UNDF 1.53 5.02 271.75 7.59 2.79 0.30 silty sand to sandy silt )90 148 }50 )50 10.5 1.83 6.00 184.55 5.25 2.85 0.34 silty sand to sandy silt }9O 46-48 }5O }50 >0.5 1.93 6.33 107.14 2.62 2.45 0.39 silty sand to sandy silt B0-9O 44-46 34 >50 >0.5 2.23 7.32 75.38 1.59 2.11 0.43 silty sand to sandy silt 70-BO 42-44 24 37 >0.5 2.33 7.64 6B.17 1.08 1.58 0.47 silty sand to sandy silt 60-70 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 2.11 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 UHDF 3.42 11.22 74.61 2.% 3.30 0.67 sandy silt to clayey silt UllDFND UIOlfD I 2'1 35 UllDF 3.52 11.55 33.70 1.53 4.54 0.71 silty clay to clay IINDfND DD'I 22 26 UNDF 3.82 12.53 35.26 1.17 3.32 0.75 clayey silt to silty clay LIIlFIlD UNDFD 17 20 UNDF 3.92 12.86 17.34 0.57 3.29 0.79 clayey silt to silty clay UNDFND UNDFD 8 9 UNDF 4.22 13.85 13.94 0.35 2.49 0.83 clayey silt to silty clay lIIIIFNIl UIIIlFD 7 7 UHDF 4.32 14.17 11.52 0.27 2.34 0.88 clayey silt to silty clay UllDFND UNDFD 6 6 UNDF 4.62 15.16 11.19 0.22 1.94 0.92 clayey silt to silty clay UllDFHD UHDFD 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 UNDFND UNDFD 7 7 UNDF 5.12 16.80 18.15 0.34 1.87 1.04 clayey silt to silty clay UNDFND UHDFD 9 9 UNDF 5.42 17.78 19.89 0.48 2.43 1.08 clayey silt to silty clay UNDFHD UNDFD 10 9 UHDF 5.52 18.11 16.07 0.31 1.93 1.12 clayey silt to silty clay UHDFND UHDFD 8 7 UNDF 5.82 19.09 15.61 0.27 1.71 1.16 clayey silt to silty clay UNDFND UNDFD 7 7 UHDF 5.92 19.42 5.91 0.49 8.29 1.20 undefined UNDFND UNDFD UDF UDF UHDF 6.22 20.41 16.66 0.56 3.34 1.24 silty clay to clay UNDFND UNDFD 11 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 UHDFD 26 22 UNDF 7.12 23.36 48.71 2.74 5.63 1.45 clay UNDFHD UNDFD 47 39 UNDF 7.42 24.34 61.83 3.45 5.58 1.49 very stiff fine grained m UNDFND UNDFD >50 49 UNDF 7.52 24.67 116.11 4.07 3.51 1.53 sandy silt to clayey silt UNDFND UNDFD 44 36 UNDF I I I I I I I I I I I ----------------------------------------------------------------------------------------------------------------------------------- I I Dr - All sands IJaliolkolski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et al. 1983 - "=7.5 x - Seed's correction of 7.5 blOis/foot has been applied to HI (I) overconsolidated or celented I IIII Not.: For interpretation purposes the PLOTTED CPT PROFILE should be usod lith the TABULATED OUTPUT frol CP~INTRl I ; I Iv 3.04) 1111 \\1 I Sch__~_r Dix~n A~~~ci_t_~ I Engineer SDA On Site Lac: CPT-19 iPage No. 2 , , ----------------------------------------------------------------------------------------------------------------r------------------ II_~~~~~:;!:::~~~~~~___::(::~~____::~~!~____::~!::~_____!~:~;_________:::~_:::AV::::.::::_______Eq(;~::___~;;~__:;:__~~:___::: I I I II II II II II I I I I 7.82 25.66 136.85 3.63 2.65 1.57 silty sand to sandy silt 60-70 40-42 44 35 >0.5 7.92 25.'18 195.46 3.88 1.'19 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 Sind 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 UNDFD 28 22 UNDf 8.62 28.28 44.68 2.03 4.54 1.65 silty clay to clay UIlDFIID UNDFD 29 22 UNDF 8.72 211.61 33.92 1.38 4.07 1.67 silty clay to clay llNDFND 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 clayey silt UIlDFIID lllIDF1l 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 UNDFND UNDFD 16 12 UNDF 9.83 32.25 28.53 1.13 3.95 1.77 silty clay to clay UNDFND UNDFD 18 14 UNDF 9.93 32.58 18.91 0.89 4.71 1.79 clay UIlDFIID UNDfD 18 14 UNDF 10.23 33.56 20.13 0.74 3.68 1.81 silty clay to clay UIlDFMD UIlDFD 13 10 UNDF 10.33 33.89 15.22 0.39 2.56 1.83 clayey silt to silty clay UIlDFND UNDFD 7 5 UIlDF 10.63 34.88 22.87 0.72 3.15 1.85 clayey silt to silty clay UIlDFIlD UIlDFD 11 8 UNDF 10.73 35.20 39.23 0.81 2.06 1.87 sandy silt to clayey silt UIlDFND UNDFDI 15 11 UHDF 11.03 36.19 26.10 1.04 4.00 1.89 silty clay to clay UNDFND UIlDFD, 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 mdy silt to clayey silt UHDFND UNDFD 32 23 UNDF 11.53 37.83 30.98 1.67 5.39 1.96 clay BND UNDFDI 30 21 UHDF 11.83 38.81 22.37 0.74 3.32 1.98 clayey silt to silty clay UllDFIID UNDFD 11 8 UNDF 11.93 39.14 3o.s6 1.39 4.50 2.00 silty clay to clay UNDFND UHDFD1 20 14 UNDF 12.23 40.12 18.29 0.62 3.39 2.02 clayey silt to silty clay IINDFND UHDFD, 9 6 UNDF 12.33 40.45 19.59 0.67 3.42 2.04 clayey silt to silty clay UHDFND IINDFD 9 7 UNDF 12.63 41.44 32.47 0.58 1.78 2.06 sandy silt to clayey silt UIIDFND UNDFD 12 9 UNDF 12.73 41.77 18.36 0.50 2.72 2.08 clayey silt to silty clay UHDFND UNDFD 9 6 UNDF 13.03 42.75 26.03 0.36 1.37 2.10 sandy silt to clayey silt UNDFND UNDFD 10 7 UNDF 13.13 43.08 14.75 0.49 3.32 2.12 silty clay to clay IINDFND 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 clayey silt to silty clay UNDFND UHDFD 9 6 UNDf 13.83 45.37 11.35 0.42 3.67 2.18 clay UNDFHD UIIDFD 11 7 UNDF 13.93 45.70 7.52 0.11 1.46 2.20 clayey silt to silty clay UNDFND UNDFD 4 2 UIIDF 14.23 46.69 22.43 0.24 1.06 2.22 sandy silt to clayey silt UNDFHD UIIDFD 9 6 UNDF 14.33 47.01 11.77 0.15 1.27 2.24 clayey silt to si I ty clay UNDFND UHDFD 6 4 UNDF 14.63 48.00 12.84 0.30 2.31 2.26 clayey silt to silty clay UNDFND 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 12.85 0.33 2.54 2.31 clayey silt to silty clay UNDFHD UNDFD 6 4 UNDF 15.13 49.64 11.94 0.40 3.35 2.33 silty clay to clay UNDFIID UIlDFD 8 5 UNDF 15.43 50.62 8.94 0.21 2.39 2.35 silty clay to clay UIIDF11D UIlDFD 6 4 UNDF 15.53 50.95 7.95 0.23 2.89 2.37 silty clay to clay UNDFND UHDFD I 5 3 UNDF 15.83 51.94 8.81 0.19 2.12 2.39 silty clay to clay UNDFND UNDFD 6 4 UNDF I 15.93 52.26 7.44 0.16 2.15 2.41 silty clay to clay UNDFND UNDFD 5 3 UNDF -------------------------______________________________________________________________________________________J__________________ I CSR: Seed et al. 1983 - "=7.5 I Dr - All sands (Jaliolkowski et al. 1985) PHI - Robertson and Calpanella 1983 I x - Seed's correction of 7.5 blows/foot has been applied to Nl II Ill. Note: For interpretation purposes the PLOTTED CPT PROFILE should be used with the TA8ULATED DUTPUT frol CP~INTR1 (v 3.04) Ill. I \1'~ . I Engineer Sch__~_~ Dix~n A__~ci_t__ SDA On Site Loc: CPT-19 : Page No.3 I , --..-------------------------------------------------------- ------------------------------------------j------------------ I DEPTH Dc (avgl Fs (avg) RI (avg) SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHIl SPT SPT CSR (Ieters) fleet) (tsl) Itsll m (tsl) m deg.: N HI ----------------------------------------------------------------------------------------------------------------j------------------ 16.23 53.25 9.61 0.19 1.98 2.43 clayey silt to silty clay UNDFND UNDfD' 5 3 UHDF 16.33 53.58 17.64 0.45 2.55 2.45 clayey silt to silty clay lJQfllD UHDFD! B 5 UNDF 16.63 54.56 31.86 0.73 2.30 2.47 sandy silt to clayey silt UllDFND UNDFD: 12 B UNDF 16.73 54.89 28.31 0.66 2.33 2.49 sandy silt to clayey silt UIlDFIID UIlDFD II 7 UNDF 17.03 55.87 14.99 0.32 2.16 2.51 clayey silt to silty clay UNDfND UHDFD1 7 5 UNDF 17.13 56.20 18.32 0.40 2.18 2.53 clayey silt to silty clay lIIlDfIID UIlDFD! 9 b UNDF 17.43 57.19 27.31 0.73 2.67 2.55 clayey silt to silty clay IJIlDFND ~~DDI 13 8 UNDF 17.53 57.51 39.19 1.82 4.64 2.57 silty clay to clay IJIIDFND u.... 25 Ib UNDF 17.83 58.50 60.27 3.83 6.36 2.59 v~y still fine grained u) IJIlDFND UIlDFDI )50 36 UIlDF 17.93 58.83 b1.24 -13.93 -22.75 2.b1 undefined IJIIDFND UllDFD, UOF UDF UHDF Dr - All sands (Jaliolkowski et al. 1985) PHI - Robl!l'tson and Calpanella 1983 , I i IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be usee with the TABULATED OUTPUT Irol CPTINTRI I (I) over consolidated or clllnted (v 3.04) 1111 (\ a.. I I Sc:h_et-Fet.... DixC3r1o A~1SC3c:i_tet!S Engineer SDA CPT Date : 12-22-88 On Site Loe: CPT-20 Cone Used : I : Job No. : 9R4332C Water table (metersi : 7.77 II -------~-~::~---~~~-=--~:-:--:-~~~-~--:---~::~-~~~--------________________________________________________L_______----------- DEPTH Dc (avg) Fs (avgl Rf (avgl SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHil SPT SPT CSR , (Ieters) (feet I (tsfl Itsfl (%) (tsfl III deg.! N NI II ------------------------------------------------------------------______________________________________________L_______----------- 0.23 0.75 33.47 0.511 1.68 0.02 sandy silt to clayey silt UllDFNO UNllFD! 13 }50 UNDF 0.33 1.08 83.85 2.25 2.68 0.06 sandy silt to clayey silt UNDFND UNDFDI 32 }50 UNDF I 0.63 2.07 66.29 2.24 3.38 0.10 sandy silt to clayey silt UNDFND UNDFD 25 }50 UNDF 0.73 2.40 61.84 2.31 3.74 0.14 clayey silt to silty clay UNDFND UllDFD 30 }50 UNDF 1.03 3.38 43.71 1.37 3.14 0.18 clayey silt to silty clay UNDFND UNDFD 21 50 UNDF I 1.13 3.71 32.17 0.89 2.77 0.22 sandy silt to clayey silt UNDFND UNDFD 12 27 UNDF 1.43 4.69 33.76 1.13 3.35 0.26 clayey silt to silty clay UNDFND UllDFD 16 32 UNDF 1.53 5.02 36.38 1.15 3.16 0.30 clayey silt to silty clay UNDFND UNDFDI' 17 32 UNDF 1.83 6.00 30.62 1.08 3.53 0.34 clayey silt to silty clay UNDFND UNDFD IS 25 UNDF I 1.93 6.33 33.15 1.16 3.50 0.39 clayey silt to silty clay UNDFND UNDFD 16 26 UNDF 2.23 7.32 48.38 1.79 3.70 0.43 clayey silt to silty clay UNDFND UNDFD 23 36 UNDF 2.33 7.64 52.32 2.11 4.03 0.47 clayey silt to silty clay UNDFND UNDFD 25 37 UNDF I 2.62 8.60 65.88 1.86 2.82 0.51 sandy silt to clayey silt UNDFND UNDFD 25 36 UNDF 2.72 8.92 87.72 2.27 2.59 0.55 sandy silt to clayey silt UNDFND UNDFD 34 46 UNDF 3.02 9.91 74.15 2.01 2.72 0.59 sandy silt to clayey silt UNDFND UNDFD 28 37 UNDF I 3.12 10.24 62.14 1.23 1.98 0.63 silty sand to sandy silt 50-60 40-42 20 25 .39. 3.42 11.22 31.07 1.14 3.66 0.67 clayey silt to silty clay UNDFND UNDFD 15 18 UNDF 3.52 11.55 27.97 1.12 4.00 0.71 silty clay to clay UNOFND UIlDFD 18 21 UNDF 3.82 12.53 40.83 1.38 3.39 0.75 clayey silt to silty clay UNDFND UNDFD 20 23 UNDF I 3.92 12.86 33.70 1.47 4.36 0.79 silty clay to clay UNDFND UNDFD 22 24 UNDF 4.22 13.85 37.90 1.75 4.63 0.83 silty clay to clay UNDFND UIlDFD 24 27 UNDF 4.32 14.17 30.77 1.58 5.13 0.88 clay UNDFND UNDfD 29 32 UNDF I 4.62 15.16 49.70 1.44 2.90 0.92 sandy silt to clayey silt UNDFND UNDFDI 19 20 UNDF 4.72 15.49 23.63 1.05 4.44 0.96 clay UNDFND UNDFD 23 23 UNDF 5.02 16.47 17.75 0.61> 3.74 1.00 silty clay to clay UNDFND UNDFD 11 11 UNDF I 5.12 16.80 16.15 0.59 3.65 1.04 silty clay to clay UNDFND UIIDFD 10 10 UNDF 5.42 17.78 16.22 0.50 3.10 1.08 clayey silt to silty clay UNDFND UIIDFD 8 8 UNDF 5.52 18.11 10.97 0.23 2.10 1.12 clayey silt to silty clay UNDFND UNDFD 5 5 UNDF 5.82 19.09 10.92 0.27 2.50 1.16 silty clay to clay UNDFND UNDFD 7 7 UNDF I 5.92 19.42 11.82 0.31 2.62 1.20 silty clay to clay UNDFND 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 UNDFND UNDFD 7 6 UNDF I 6.62 21.72 15.37 0.58 3.79 1.33 silty clay to clay UNDFND UNDFD 10 9 UNDF 6.72 22.05 29.45 1.02 3.46 1.37 clayey silt to silty clay UNDFND UNDFD 14 12 UNDF 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 .48. I 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 II------::-~--:~~-:::::-~~:~:~:::::~-::-:~~-~:::~------~:~-~-----:::::::::-:::-:::::::~~:-~:::--------:::~::::-:J-:~~-~:::-~::~~:- II · - Seed's correction of 7.5 bloos/foot has been applied to N1 i IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TA8ULATED OUTPUT frol CP~INTRl Iv 3.04) IIII I I \~ I I Engineer Sc=hcaet-Fet.... Dix~rI A5i5i~c=icatet5i SDA On Site Loc: CPT-20 :Page No. 2 ! I .~:::::~~;;~~::::~---~~~~:~~~----;~~~:~~~----~;~~~;;~-----~~:~;.--.-----~~~-;EHAV;~~;-;;;~------~;~~~~~-- d::~i---S~;---:~;---~~~ II -.--.~::~----~:~:-----::::~--------~::~-------~::~--------::~----:::::-::::-~-~::~:~-::::-.--~:~--.~~~I----~-----~---~~ 8.22 26.97 15.98 0.13 0.81 1.62 sindy silt to cliyey silt UNDFND UNDFD 6 5 UNDF 8.32 27.30 17.21 0.23 1.34 1.64 sandy silt to chyey silt UNDFHD DD 7 5 UNDF I 8.62 28.28 96.28 0.77 0.80 1.66 sind to silty sind 50-60 38-40 23 18 .19 8.72 28.61 112.12 2.04 1.82 1.69 silty sand to sindy silt 60-70 38-40 I 36 28 >0.5 9.02 29.59 24.84 0.61 2.46 1.71 chyey silt to silty chy UNDFND UNDFD 12 9 UNDF I 9.12 29.92 23.55 0.44 1.87 1.73 sindy silt to chyey silt UNDFIID UllDFD 9 7 UNDF 9.43 30.94 18.33 0.33 1.82 1.75 sandy silt to cliyey silt UIIDFND UNDFD 7 5 UNDF 9.53 31.27 15.09 0.27 1. 79 1.77 chyey silt to silty chy UNDFND UNDFD 7 5 UNDF 9.83 32.25 30.74 0.85 2.75 1.79 sindysilttochyeysilt UNDfND UNDFDI 12 9 UNDF I 9.93 32.58 93.46 1.82 1.95 1.81 silty sand to sindy silt 50-60 36-38 30 22 .33x 10.23 33.56 38.50 0.77 2.01 1.83 sandy silt to chyey silt UNDFND UNDFD 15 11 UNDF 10.33 33.89 12.67 0.33 2.60 I.BS chyey silt to silty chy UNDFND UNDFD 6 5 UNDF I 10.63 34.88 13.85 0.28 2.02 1.87 chyey silt to silty chy UNDFND UNDFD I 7 5 UNDF 10.73 35.20 15.51 0.28 1.81 1.89 chyey silt to silty chy UNDFND UNDFD I 7 5 UNDF 11.03 36.19 19.71 0.64 3.23 1.91 clayey silt to silty clay UIIDFND UNDFD 9 7 UNDF I 11.13 36.52 30.56 1.83 5.99 1.93 chy UNDFHD UNDFD 29 21 UNDF 11.43 37.50 30.91 1.95 6.30 1.95 clay UIlIIFIID UNDFD 30 21 UNDF 11.53 37.83 26.18 1.02 3.90 1.97 silty chy to chy UmD UNDFD 17 12 UNDF 11.83 38.81 102.47 2.72 2.65 1.99 sandy silt to clayey silt UNDfND UNDFD 39 28 UNDF I 11.93 39.14 57.12 2.95 5.16 2.01 silty chy to clay UNDFND UNDFD 36 26 UNDF 12.23 40.12 109.43 3.35 3.06 2.04 sandy silt to chyey silt UIIDFIOl UNDFD 42 30 UNDF 12.33 40.45 144.08 3.30 2.29 2.06 silty sind to sindy 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.B8 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 sind to silty sand 70-BO 40-42 42 29 .32x I 13.13 43.08 154.74 3.15 2.04 2.14 silty sand to sindy 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 B0-90 40-42 47 32 .38x I 13.93 45.70 227.89 '13.93 '6.11 2.22 undefined UNDFND UNDFD UDF UDF UNDF I -------.-.--.-.----.---------------------------.-----------------.--------------------.-.-.------------------.--~----------------- I Dr - All sands (Jaliolkolski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed et il. 1983 - "=7.5 x - Seed's correction of 7.5 blows/foot has been applied to Nl I 11111 Not:: For interpretation purposes the PLOTTED CPT PROFILE should be used lith the TABULATED OUTPUT frOl CPTINTRI Iv 3.04) 1111 I I I I \<6\ I I Scha.C!e~C!er- DixClIn A!S!SClCia.tC!e!S I I I I I I I I I I I I Engineer SDA CPT Date : 12-22-88 On Site Lac: CPT-21 Cone Used : I Job No. 9R4332C Water tabl e (meters)1 : 7.24 I Tot. Unit Wt. (avgl : 125 pcf i ----------------------------------------------------------------------------------------------------------------1------------------ DEPTH Qc (avgl Fs (avg) . Rf (avgl SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHIl SPT SPT CSR lleters) lfeet) (tsfl ltsf) m ltsf) m deg. I N N1 1______----------------------------------------------------------------------------------------------------------j------------------ 0.23 0.75 29.99 0.47 1.56 0.02 sandy silt to clayey silt UNOFND UNOFO I 11 >50 UNDF 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 UIIOFND UNDFD 28 >50 UNDF 1.43 4.69 46.19 1.41 3.05 0.26 sandy silt to clayey silt UIIDFND UNDFD 18 35 UNDF 1.53 5.02 45.56 1.26 2.77 0.30 sandy silt to clayey silt UIIDFND UNDFO 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.B7 0.39 sandy silt to clayey silt UNOFND UNDFD IB 29 UNOF 2.23 7.32 37.17 1.12 3.00 0.43 clayey silt to silty clay UNDFND UNDFD 18 28 UNDF 2.33 7.64 28.22 0.84 2.9B 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 UNDFND UNDFO 17 24 UNDF 2.72 8.92 34.09 1.22 3.58 0.55 clayey silt to silty (lay UNDFND UNDFD I 16 22 UNDF 3.02 9.91 36.38 1.02 2.80 0.59 sandy silt to clayey silt UIIDFND 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 UNDFND UNDFO 21 24 UNDF 3.92 12.86 28.99 1.14 3.93 0.79 silty clay to clay UNDFND UNDFO 19 21 UNDF 4.22 13.85 22.51 0.74 3.30 0.83 clayey silt to silty clay UNDfND UIIDFO 11 12 UNDF 4.32 14.17 56.10 1.04 1.85 0.B8 silty sand to sandy silt 50-60 38-40 18 19 .29x 4.62 15.16 32.73 0.99 3.04 0.92 clayey silt to silty clay UIIDFND UNDFD 16 17 IJNDF 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 UNDFND UIIDFD 6 6 UNDF 5.42 17.78 17.34 0.51 2.92 1.08 clayey silt to silty clay UNDF/jD UNDFD 8 8 UNDF 5.52 18.11 21.51 0.79 3.67 1.12 silty (lay to clay UNDF/jD UNDFD 14 13 UNDF 5.82 19.09 24.35 0.94 3.87 1.16 silty clay to clay UNDFND UltDFD 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 clay@y silt to silty clay UNDFNO UNDFD 12 11 UNDF 6.32 20.73 11.96 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 UNOFND UNDFD 6 5 UNDF 6.72 22.05 17.81 0.42 2.36 1.37 clayey silt to silty clay UNDFND UNOFO 9 7 UNDF 7.02 23.03 22.99 0.60 2.61 1.41 clayey silt to silty clay UNDFND UNOFD I 11 9 UNDF 7.12 23.36 20.27 0.54 2.66 1.45 clayey silt to silty clay UNDFND UNDFD '110 8 UNDF 7.42 24.34 15.29 0.48 3.14 1.49 silty clay to clay UNDFND UltDFD 10 8 UNDF 7.52 24.67 12.03 0.32 2.66 1.51 silty (lay to clay UNDFND UNDFD I 8 6 UNDF I------::-~--:~~-:::::-~:::~:~:::::~-::-:~~-~:::~------::~-~-----:::::::::-:::-:::::::~~:-~:::--------:::~-::::-::l:~~-~:::-~-::~~:- . I ! I x - Seed's correction of 7.5 bloos/foot has been applied to Nl I IIII Note: For interpretation purposes the PLOTTED CPT PROFILE should be used oith the TABULATED DUTPUT frol CPT1NTR1 Iv 3.04) 1111 "I I \<o~ I Sic h C3U='-f' E!'r Di x en", A5i5iC3Ci.atE!'5i I Engineer SDA On Site Lac: CPT-21 Page No. 2 , , i ----------------------------------------------------------------------------------------------------------------j------------------ I DEPTH Dc lavg) Fs !avg) Rf !avgl SI6V' SOIL BEHAVIOUR TYPE Eq - Dr PHI i SPT SPT CSR lleters) Ifeet) (tsll (tsfl m (tsfl m deg.; N Nl ----------------------------------------------------------------------------------------------------------------- ----------------- I 7.B2 25.66 14.34 0.44 3.09 1.53 silty clay to clay UNDFND UNDFD 9 7 UNDF 7.92 25.9B 14.07 0.41 2.91 1.55 silty clay to (lay UNDFND UNDFD 9 7 UNDF 8.22 26.97 35.04 1.04 2.96 1.57 clayey silt to silty clay UNDFND UNOFD 17 14 UNDF 8.32 27.30 34.60 0.93 2.69 1.59 sandy silt to clayey silt UNDFND UIIDFD 13 11 UNDF I 8.62 28.28 13.B7 0.34 2.45 1.61 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 8.72 2B.61 15.22 0.30 1. 97 1.63 clayey silt to silty clay UIIDFND UNDFD 7 6 UNDF 9.02 29.59 11.80 0.27 2.32 1.65 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF I 9.12 29.92 lB.19 0.4B 2.64 1.67 clayey silt to silty clay UIIDFND UNDFD 9 7 UNDF 9.43 30.94 50.74 1.18 2.33 1.69 sandy silt to clayey silt UNDFND UNDFD 19 15 UNDF 9.53 31.27 173.40 3.36 1.94 1.71 silty sand to sandy silt 70-80 40-42 >50 43 >0.5 I 9.B3 32.25 74.39 1.51 2.03 1.73 silty sand to sandy silt 50-60 36- 3B 24 18 .2ex 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 UIIDFD 16 12 UNDF 10.33 33.89 11.73 0.24 2.05 1.80 clayey silt to silty (lay UNDFND UNDFD 6 4 UNDF I 10.63 34.8B 11.93 0.25 2.10 I.B2 clayey silt to silty clay UNDFND UNDFD 6 4 UNDF 10.73 35.20 14.28 0.33 2.31 1.84 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF 11.03 36.19 14.37 0.34 2.34 1.86 clayey silt to silty clay UNDFND UNDFD 7 5 UNDF I 11.13 36.52 14.75 0.36 2.44 1.88 clayey silt to silty clay UNDFND UNDFD I 7 5 UNDF 11.43 37.50 26.48 0.80 3.03 1.90 clayey silt to silty clay UNDFND UNDFD 13 9 UNDF 11.53 37.83 121.42 2.56 2.11 1.92 silty sand to sandy silt 60-70 38-40 39 28 >0.5 I1.B3 38.81 95.10 2.05 2.16 1.94 silty sand to sandy silt 50-60 36-38 30 22 .32x I 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 UIIDF 12.33 40.45 24.86 1.07 4.30 2.00 silty clay to clay UNDFND UNDFD 16 11 UNDF I 12.63 41.44 19.51 0.67 3.42 2.02 clayey silt to silty clay UNDFND UNDFD 9 7 UNDF 12.73 41.77 125.67 1.39 1.11 2.04 sand to silty sand 60-70 38-40 30 21 .22 13.03 42.75 19.11 0.46 2.41 2.06 clayey silt to silty clay UNDFND UNDFD 9 6 UNDF I 13.13 43.08 13.18 0.04 0.30 2.08 sandy silt to clayey silt UNDFND UNDFD 5 4 UNDF 13.43 44.06 13.73 0.27 1.94 2.10 clayey silt to silty clay UNDFND UNDFD 7 5 UIIDF 13.53 44.39 18.19 0.76 4.18 2.12 clay UNDFND UNDFD 17 12 UNDF ! 13.83 45.37 124.00 2.62 2.11 2.15 silty sand to sandy silt 60-70 38-40 40 27 .48x I 13.93 45.70 61.33 2.29 3.73 2.17 clayey silt to silty (lay UNDFND UNDFD 29 20 UNDF I 14.23 46.69 22.47 0.67 2.98 2.19 clayey silt 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 48.33 75.52 1.43 1.89 2.25 silty sand to sandy silt 40-50 34-36 24 16 .25x 15.03 49.31 108.91 1.99 1.83 2.27 silty sand to sandy silt 50-60 36-38 35 23 .3Sx 15.13 49.64 256.91 1.96 0.76 2.29 sand 80-90 40-42 49 33 .39 1If----------------------------------------------------------------------------------------------------------------,----------------- Dr - All sands (JaliolkoNski et al. 1985) PHI - Robertson and Calpanella 1983 CSR: Seed etlal. 1983 - "=7.5 I x - Seed's correction of 7.5 bloNs/foot has been applied to Nl I I 1"" Note: For interpretation purposes the PLDTTED CPT PROFILE should be used Nith the TABULATED OUTPUT frol CPTl"TRl (v 3.041 1111 I , I \~6t.. I I I I I I I I I I I I I I I I I I I APPENDIX E BOREHOLE EXPLORATION iiii'I"!i~_:,~:~j,~~;;-;;i;;"~W- ..'i';'~. f..'-'i:;.~'.~ -~"'~""L.i~~ .:_.. / \'6v I I I I I I I I I I I I I I I I I I I Associates Schaefe Dixon Johnson & Johnson, Inc. June 7, 1989 9R-4332C APPENDIX E I I I , 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 rere completed for the purpose of correlating CPT data with soil type and collecting samples for laboratory analysis. : I Seven of the borings were performed with truck-mounted hollow stem auger equip\nent on January 13, 1989. Boreholes were advanced to depths of approximately 18 [0 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 lwith the Unified Soil Classification System. : I Relatively undisturbed samples of the subsoils were obtained at selected interva,ls 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 sarrlples were retained in sample rings 2.41 inches in diameter and 1.0 inch high, and plac~d in sealed plastic cans for shipment to the laboratory. I , , 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 accord~nce with standard practice, the sampler was driven 18 inches, and the number of harrimer blows for each 6-inch interval was recorded. The SPT blowcount, or "N"-value repdrted in the boring logs is the total number of blows to drive the sampler the last 12 indhes. A winch and cable system was used to lift the hammer. I I Descriptive terms for soil consistency given in the boring logs are based uponl the recorded SPT blowcount. The terms employed differ from granular and cohesive soils, as follows: I I I I BOREHOLE EXPLORATION E-l \~(, I I 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 I SPT "N" CONSISTENCY SPT "N" CONSISTENCY! 0-4 Very Loose 0-2 Very Soft I I 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 fi~sure investigation (SDA 1988). Two holes, B-SDA2 and 3. were excavated with a truck-mow'tted, 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. I I 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 piezonieter pipe was installed in Boring B-SDAS for the purpose of measuring groundwater IJvels . .. I 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 tj1ree borings are included in this appendix as Figures E-8, E-9 and E-lO. ! i E-2 \fb"'v . I I I I I I I I I I I I I I I I I BORING SUMMARY NO. 8H-l ELEVATION: Januar 13 1989 DATE DRILLED: I I i MATERIAL DESCRIPTION I ! Silty clay with fine sand, medium medium plasticity, micaceous dense saturated dark brown SPT 23 with l-inch sand interbeds SPT 66/9" Sand, fine to coarse, with dense approximately 15% fine to medium suban ular ravel 1i ght brown 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 NUMBER E-la Associates Schaefer Dixon JOB NUMBER: 9R4332C ---------1--- I BORING SUMMARY NO. BH-2 I DATE DRILLEO: , Januar 13 1989 I i , I MATERIAL DESCRIPTION I , , I Islightly CL Silty clay with fine sand, firm brown I 1 voids to 1/8 inch, root moist hairs, medium plasticity; 2 3 G&B 23 10.2 85.0 I 4 I 5 6 7 I I medium I . 8 mOlst 1* 47 11.3 101.1 dense I 9 I 10 11 , , I CH Clay with little fine sand, stiff I 12 very plastic, no voids moist 13 G&8 39 17.3 108.8 I , , 14 I ! 15 i I , 16 , I 17 I SP Sand, fine to coarse, trace medium ' . I I)lOlst 18 sil t dense SPT 22 SM Silty sand, fine to medium, 19 30 to 40% gravel I 20 21 I 22 SM-SC Sand, fine to coarse, with wet to dark 23 approximately 50% clayey silt, saturated gray SPT 13 low plasticity, trace of root i I 24 voids to 1/16 inch 25 (continued) I G&B - 1.935-inch tube sampler * 2.5-inch ring sampler SPT - Standard Penetration Test Parcel Maps 19089, 21029, 21382 and 21383 EXHIBIT I Rancho California, Riverside County, California NUMBER for Johnson & Johnson, Inc. E-2 S O' Associates JOB NUMBER: R4332C I chaefer Ixon '< I BORING SUMMARY NO. BH-3 OATE DRILLED: January 13, 1989 I I ; MATERIAL DESCRIPTION I , I I CL Silty clay, with little fine medium sand, medium plasticity, voids dense and roots to 1/8 inch I 1* 89.3 28 11.8 I I SC Clayey sand, fine, very micaceous, no voids G&B 18 11 12 13 14 15 16 17 18 19 I 20 I SM Silty sand, fine to medium, micaceous, trace of voids to 1/16 inch, low plasticity 2* 18 18.2 106.5 I I CL Silty clay, with little fine sand I G&B 23.6 101.3 8 21 22 23 I 24 I SM SP Silt sand fine to medium Sand, fine to medium, poorly graded SPT 22 25 (continued) I * 2.S-inch ring sampler G&B - 1.935-inch tube sampler S T - 5 andard Pen tration Test I Parcel Maps 19089, 21029. 21382 and 21383 Rancho California, Riverside County, California for Johnson & Johnson, Inc. I S O. Associates chaefer Ixon JOB NUMBER: 9R4332C firm medium dell;:"e i , ! !moist ,very 'moist , ; I I wet ! I moist brown light brown brown dark brown gray EXHIBIT NUMBER E-3 # I I 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 DATE DRILLED: January 13 19B9. i , , I I MATERIAL DESCRIPTION I I CH Clay stiff ,saturated , dark gray ~26 . 27 28 29 30 31 32 33 34 35 36 37 38 39 SP Sand, fine to medium, trace i1t Cla medium dense stl ra ark gray TOTAL BORING DEPTH 28.5 FEET GROUNDWATER OBSERVED AT 26.5 F ET 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. EXHIBIT NUMBER E-3a Associates Schaefer Dixon JOB NUMBER: 9R4332C VJ{Z/ I I I I I I I I I I I I I I \ \1 'I II I , II BORING SUMMARY NO. 8H-4 DATE DRILLEO: Januar 13 1989 , I MATERIAL DESCRIPTION I SP Sand, fine to medium, trace of silt 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 OEPTH 2B.5 FEET GROUNOWATER OBSERVED AT 26.5 F ET SPT - Standard Penetration Test Parcel Maps 19089, 21029, 21382 and 21383 Rancho California, Riverside County, California for Johnson & Johnson, Inc. EXHIBIT NUMBER E-4a Associates Schaefer Dixon JOB NUMBER: 9R4332C 'fA I BORING SUMMARY NO. BH-5 'I ELEVATION: DATE DRILLED: January 13, 198~ I , MATERIAL DESCRIPTION , , , I , SM-SP Sand, fine to medium, , with dense slightly li ght I 1 little si It moist brown I 2 I 3 SPT 34 4 I 5 6 I 7 SM Silty sand, fine to medium, oist approximately 20% fines, , 8 SPT 35 trace of coarse sand 9 I 10 11 I 12 13 SPT 35 approximately 30% silt I 14 15 I I 16 I 17 I SP Sand, fine to medium, trace 18 silt and trace coarse sand I 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 NUMBER for Johnson & Johnson, Inc. E-5 S h f O' Associates JOB NUMBER: I c ae er Ixon 9R4332C \01{ T----- . I I I I I I I I I I I I I I I I I I BORING SUMMARY NO. BH-6 DATE DRILLEO: Januar 13 1989 I MATERIAL DESCRIPTION I I SC-CL Clayey sand to sandy clay, fine to medium 'moist dense olive 26 27 28 29 30 31 32 33 34 35 36 SP Sand, fine to medium, trace very of si It dense dark brown SPT 49 TOTAL BORING OEPTH 28.S FEET NO GROUNOWATER OBSERVED 37 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. EXHIBIT NUMBER E-6a Associates JOB NUMBER Schaefer Dixon : 9R4332C \% 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 Orf lled: Drilling Contractor: Equipment: Boring Diameter:, Boring NlIrber: Michael Cox 2-29-88 A and W Bucket Auaer 2411 BSDA-2 ee Figure No. B;u Surface Elev. (ft.): Groundwater Elevation (ft.): Total Depth (f<.l: H8~r Drop (fn.): for key to Classi- fication, samplin~ & 1026.5 S? 994.5 :r: 32.5 12 lab test informatlon , ~ ~ i ~ d 1 X :lI . C +' .~ +' +' 0 .. . .... , L .~ . .~~ ~ . ~ ~ I J . .~ . +' . .... +' , C.. t- O+' 0. :3 Description +'+' o U ~.. i E . C Co. L .~ 0 ~ . .~ . ~ . .... +' OJ ~ O+' :lI .c bl 0. ~ ,~ :CC L +' . L 0 C 0 0 0 0 .(~C) MAl Clayey medium to coarse SAND, loose to medium - dense, moist, dark brown (JOYR 3/3). with roots and root hairs - MC 6 - bul 1680 TOPSOIL: ; (ML) Fine Sandy SILT, soft, moist, with rootlets 5- .... - '. PAUBA FORMATION: -1020' '. (SP-SM) Silty medium to coarse SAND with Silt, - ~~ 4 ~.': medium dense. moist, light olive brown (2.5YR ..,~. - .... ," 5/4), micaceous, with orange oxidation, upper 2,5 I .:.,.;.. - 4,.':" feet very weathered "-;e." 10- ~.':' I. ...... (SP) Medium to coarse SAND, medium dense. moist, .... .. , - MC ';::j' very pale brown (IOYR 7/3). micaceous, with , 11 .... I .' orange oxidation, becomes coarser with depth .' .' x bul .'. (SM) Silty fine SAND, dense, moist, olive (5Y 5/3), , - .' micaceous, with orange oxidation, becomes coarser , ':., i 15- MC :.::.:. with depth 3 .' ':.,.. I - I -1010' (ML) Sandy SILT, stiff. moist, olive (5Y 4/3), - bul micaceous. with orange oxidation, becomes coarser i - MC 5 with depth , I I 20- (SM) Silty tIDe to meolUm :sAJ'Iu, medIUm dense. , - MC 6 :.::.:. micaceous, becomes coarser with depth I ., : bull , I - ...... , - '. (SP) Medium to coarse SAND, medium dense, moist 25- MC 7 .' '1000- . (ML) Sandy SILT, stiff, moist, olive (5Y 4/3), . micaceous, with orange oxidation. becomes coarser MC 18 h with depth r . . 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. , Project No. 9R4332C I i of Bbring , ttJC Date log Figure E-8 (Sheet 1 of 21 I 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 Nl..Itlber: Michael Cox 2-29-88 A and W Bucket AUl!er 24" BSDA-2 ee Figure No~ a-o Surface Elev. (ft.): Groundwater Elevation (ft.): Total Depth (ft.': Hsinner Drop (in.): for key to Classi- fication, samplin~ & 1026.5 ~ 994.5 Y 32.5 12 lab test informatlon ~ ~ ~ 1 ~ l< :Jl . C .. mv .. .. 0 o. . L .~ . .~~ v . ~ ;; ~ . .~ . .. . -< .... co. l- ... 0. 3 DliIscl""iption mil ,... . E . C co. L Iv .c . ~ m .~ . v . .. 0.. -< 0. (I) ~ , , >:c :Jl .c W . .~ , 0 L .. C L U 0 0 c rAUUA rq! 'N: Dull H4U , ; - \ bul (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 , 35- Boring terminated at 32 feet due to seepage. , Boring downhole logged, backfilled and tamped. -990' - , 40- - - - , - 45- , .980- , - I - I - I 50- : - - , - - 55- , , , - .970- - - 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 subsurf abe conditions at other locations or times. Project No. 9R4332C .1 I 1 Log of Bpring Date Figure zP\ E-8 (Sheet 2 of 2' I I I I I I I I I I I I I I I I I I I logged By: , I I ; Associates Schaefer Dixon , Date Ori lled: Orf II ing Contractor: Equipment: Boring Diameter:: Bor;ng Nl.Il'ber: BSDA-3 Michael Cox 3-1-88 ee fIgure No. B-O S f EI f). for key to Classi- ur ace eVe ( t. . ffcation, sampl in9 & 1024.5 lab test informatlo ~ . C .. .n 0 ... . -< .~~ v m v .. . -< .. ... ~ 0. 3 Oescripticn ,... E 3. Iv .. . -< 0. (I) , UJ m .~ c L C -1020' 5 10 -1010- 15 20 -1000- 25 x bul A and W Bucket Au er 24" Groundwater Elevation (ft.): Total Depth (ft.):" Hammer Drop (in.): , , , 12 ~ :Jl . l< .. .. mv L .~ . ~ , .~ m c... I- .... mil I . c co. L .~ . v . 0.. :Jl .c I >:c L .. 0 C 0 U sz 994.5 y 32.0 . I 1680 (SM/SC) Silty to Clayey fine to medium SAND, soft, moist, dark brown (lOYR 3/3), micaceous 4 TOPSOIL: (ML) SILT, stiff, moist, black (IOYR 2/1), micaceous, with trace of coarse sand, roots and root hairs, slightly porous 2 ALLUVIUM: (ML) Fine Sandy to Clayey SILT, stiff, moist, dark brown (lOYR 3/3), micaceous -- Becomes less clayey 3 -(~,.fL) - Fine Sandy sILT, siif( mofst~ dark -grayiSh -bro;fi-, (IOYR 4/2), micaceous, with trace of gravel, becomes coarser with depth 2 , -(ML7CLi "Clayey SfLYto "SIlfy-C(A'I',- memum st"iff,- - --! moist, dark grayish brown (I OYR 4/2) ! I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I (CL) Medium Sandy CLAY, medium stiff, moist, dark i yellowish brown (10YR 3/4), with faint orange mottling NOTE: Feature observed from 22 to 26 feel. Attitude of feature: N35W, 57NE. See Figure for detail. 3 3 7 PAUBA FORMATION: (West side of borehole) (SP) Coarse SAND, loose to medium dense, moist, light gray (2.5Y 7/2) (CL) ,-ilty CLAY, soft to medium stiff, olive (5Y 5/3) 14 840 .:.~. .....:... ';.:It-' ~..:. (SP) Coarse SAND, loose to medium dense :'!':;; (ML) Fine Sandy SILT with Clay, stiff, moist, olive (5Y :'!'';;: 5/3) Oescrrptions on this boring log apply only atthe specific boring location and at the time the i boring was made. The descriptions on this log are not warranted to be representative of subsurfa~e conditions at other locations or times. I Date Log of B~>ring Project No. 9R 4332 C Figure E-9 (Sheet 1 of 2' 7-Jfl/ 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 Dri lled: Drilling Contractor: Equi pment: Boring Diameter: Boring NlI1iler: Michael Cox 3-1-88 A and W Bucket AUl!er 24" BSDA-3 ee FIgure No. B'O Surface Elev. (ft.': Groundwater Elevation (ft.): Total Oepth (ft.,: ' . ) for key to Classi- HS,nmer Drop (In. : fication, samplin~ & 1024.5 ~ 994.5 y 32.0 12 lab test informatlon ~ ~ ~ ~ l< :Jl . C .. .D Iv .. .. 0 ~ -< < .~ . .~~ o. m ~ v L .~ . .. . v -< .. ~ , C... I- .... ... 0. 3 Description I . c m II ,... ~ E 1 .~ . co. L Iv .. . . 0.. v m -< 0. (I) , , >:c :Jl .c W . ii .~ 0 L .. 17 c L i u c 0 c IML 8J4~ 1.7;':. I - ( bull ....... (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 I - 7/2) I '990. ; 35- Boring terminated at 32 feet due to seepage. , - Boring downhole logged, backfilled and tamped. , - - : - , 40- 1 , - - - I .980, 45- , - : - - , 50- I - , : - - , '1 - I ,970. ! 55- - - - 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. Project No. 9R4332C Log of Bbring Date Figure E-9 (Sheet 2 of 2' '2P?/ I I I logged By: Date Dri lled: , Associates Schaefer Dixon Drilling Contractor: Equipment: Boring Diameter: Boring Nl.ITber: BSDA-5 Michael Cox 3-8-88 ee F,gure No. B' S f El (f). for key to Classi. ur ace ev. t.. fic8tion, sarrpl in9 & 1023.5 lab test informatlon ~ . C .. .0 0 . -< .~~ ... m .. . v -< ... 0. DRSlcription ,... .c E Iv .. . -< 0. (I) 111 . C I I I I .1020. I I I I .1010. I I I .1000. I I I I I I Wash 5" Total Oepth (ft.': Hanmer Drop (in.): , 30 l< :Jl . mv .. .. .~ . L .~ . ~ . C... I- .... mil . c .~ m elL L 0.. v . >: c :Jl .c L .. 0 C 0 U ~ 995.0 Y 81.0 5 26 140 33 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 Log of Bloring 10 28 15 M 27 20 25 M . (MLiSM) Sandy SILT to Silty SAND, medium dense, moist, dark brown (IOYR 3/3) TOPSOIL: (ML) SILT to Clayey SILT, stiff, moist, black, micaceous, with some orange mOllling, 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 Becomes 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 Project No. 9R4332C Date Figure E-10 (Sheet 1 of 3) 2.J>/Jr; 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: Michael Cox 3-8-88 ee figure No. B'O S f El (f" for key to Classi- ur ace eVe t.. fication. s.""l in~ & 1023.5 lab test informatIon Drill ing Contractor: EquiJ:ment: Boring Diameter:: Pioneer DriIlin Rotar Wash 5" Groundwater Elevation (ft.): Total Depth (ft.): Bor.fng Nl.IJber: . IBSDA-S 81.0 Ha~r Drop (fn.): 30 sz 995.0 y c .. J! 0 ... m .~~ . .. . -< ... . 0. ,... E Iv .c . .. -< 0. (I) W . .~ C L C A (CL) .990- 35 41 39 90 97 40 Oescription '980- Silty CLAY, medium stiff, wet, very dark gray (5Y 3/ I), micaceous, porous, with trace of organics 1 Y me lurn 0 coarse ,ense, we, ar green gray (5GY 4/1), micaceous, with trace of gravel, becomes coarser with depth I ty ,stJ, wet, ar green gray micaceous, with trace of fine sand, roots and rootlets, with orange mottling 45 50 65 -- 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 -970. ",.,.' ~: ~,':' ....... ..,:': 100+ :,;:'": "".." ..... . ...... ....>.. .;..... ....:... . .-' ~:;;: ....... . '. ..,~ 55 M Descriptions on this boring log apply only atthe specific boring location and at the time the i boring was made. The descriptions on this log are not warranted to be representative of subsurfade conditions at other locations or times. I ~ l< Iv L ~ . .... . C .~ . 0.. >:c o u ;Jl .. .~ .~ c... . II co. v :Jl L C . .. . . I- L . .c .. o Project No. 9R4332C Log of Bbring Date Figure E-10 (Sheet 2 of 3) / ?fP I 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 Drf lled: Drilling Contractor: Equi pment: Boring Diameter; Boring NlAlber: Michael Cox 3-8-88 Pioneer Drilling Rotary Wash 5" BSDA-5 ee Flgure No. B;u Surface Elev. (ft.': Groundwater Elevation <ft.): Total Depth (ft.): Hanmer Drop (tn.): for key to Classi- fication, samplin9 & 1023.5 ~ 995.0 1: 81.0 , 30 lab test informatIon ~ ~ ~ d l< JI . C .. , Iv .. .. 0 ... . -< L ,~ . .~~ v . ; v , ~ . .~ . ... -< .. C... l- ... 0. 3 Description .... . II ,... . E . C co. L Iv .c m ~ m , .~ . v I .. 0.. -< 0. (I) , I >:c :Jl .c III ,~ L .. . . L i 0 c 0 c c u "M( JUU+<,;:, IVIUM: , - 140 ",>, (SP) Medium to Coarse SAND with Gravel, very dense, ..,~. moist, grayish brown (2.5Y 5/2) , ....... - MC 1201,- , I - (CL-CH) Silty CLAY, very stiff, wet, very dark -960- I - gray (2.5Y 3/1), with trace of sand .... i 65- MC 100+ " PAUUA FORMATION: - , ' (SM) Silty fine to coarse SAND with Gravel, very dense, ! - " wet, dark blue green, micaceous I C' i , - I:. , , - :.::.:: , 70- MC .... , 100+ '::.': I - : ::", - .. " j - " .950. - " J .. , 75- , MC 100+ ('i (SM/ML) Silty fine SAND to Sandy SILT, very stiff, I - ,7. wet, dark olive gray (5Y 3/2), micaceous - , " (SM) Silty SAND with Gravel, very dense, wet, blue .... - ,', gray (5B 5/1), 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- - I - I - ! - , Descriptions on this boring log apply only at the specific boring location and at the time the I boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. : Project No. 9R4332C i , log of Spring Date Figure Zd.o E-10 (Sheet 3 of 3) I I I I I I I I I I I I I I I I I I APPENDIX F LABORATORY TEST RESULTS ~!~:5~i~~"'~ii.~';~':~~~~""-';.~t:.;;~~ _,:.".c z;:>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 APPENDIX F lABORATORY TESTING , I The following tests were performed for this project in our laboratory in accordbce 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 Densitr: This test consists of weighing and measuring the drive samples obtained from the borings to determine their in-place moisture and dertsity. These results are used to analyze the consistency of the subsoils. I , Maximum Densitr - Optimum Moisture Evaluation: This test is used to evaluat~ the density that a soil can be compacted at various moisture contents. For each soil mix~ure, 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 graaing process and as an aid in developing the soil bearing capacity. This test is base~ on the ASTM Standard D1557. , Sieve Analysis: This test determines the size of the soil grains which constitute ai soil and is used in generating an engineering classification of the soil. ' Plasticitr Index: This is determined from the liquid limit and the plastic limit o( 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. I Direct Shear: This test is used to assess the soil shear strength values which are a~ong the basic soil properties used to evaluate the soil bearing capacity, slope stability :and lateral earth pressures on structures. I Consolidation: This test is used to estimate the maximum anticipated settlement uJtder various conditions of loading. I The laboratory test results accompany this report as Exhibit Nos. F-4 and F-5. ~oe II 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 The results by full , , was determined in accordance with ASTM laboratory curve are: I 01557. Sample Descri-ption Depth (feet) BH-2 0.0-4.0 Sample Depth Location (feet) BH-1 12.0-13.5 BH-2 22.0-23.5 BH-3 7.5-8.0 BH-4 12.5-13.0 BH-4 17.0-18.5 BH-4 22.0-23.5 BH-4 17.0-28.5 BH-6 0.0-10.0 Sample Depth Location (feet) BH-1 12.0-13.5 BH-3 7.5-8.0 BH-4 12.5-13.0 Associates Schaefer Dixon GEOTECHNICAL ENGINEERS Redlands, Calffornia I I , .. I, Classlflcatlon AASHTO Urtified Maximum Dry Density Soil Description (pcf) Silty clay, brown 120.7 SIEVE ANALYSES Percent Passing Individual 3/8" #4 #10 #20 #40 100 100 99 97 100 99 94 85 99 95 82 68 100 99 99 96 99 97 85 65 99 86 44 18 99 97 65 16 100 99 95 90 100 100 100 PLASTICITY INDEX Liquid Limit Plasticity Index 29 8 A-4 (5) 34 15 A-6(0) A-6 (14) JOB NO. 40 19 DATE 4/89 SCALE EXHIBIT Optimum Moisture , (percent) I , , 1~.6 , , ! , ! , , Sieves #100' #200 , I , 801 63 I 671 52 : 48' 37 I 89 ' 78 , , 22, 11 6, 4 , I 4' 2 , I 76 : 55 : CL , I SC ! CL 9R4332C ~ F-l I I I I I I I I I I I I I I I I I I I t-= lL. 5 . o U) "- U) Q. - x I U) U) LIJ a: .... en C) z - a: <t I.&J J: U) 6 4 3 . , 2 J , , I I! : I I , , . , I i I , , i' Ii! . I, I I I I ii, , , ; I I " , , " I I: I I "I I I I:. I I 2 3 4 5 i I PRESSURE - KI PS / SQ. FiT. , EXCAVATION: BH-6 9R4332C 4/89 o o J NORMAL DEPTH: 3.0-3.5 FEET In-Situ Moisture Test $ = 44 degrees C = 550 psf 01 RECT SHEAR TEST DATAl DATE: PROJECT: Parcel Maps 19089, 21029, 21382 and 21383, Rancho Calif. JOB NO.: Associates Schaefer Dixon REDLANDS . CALIFORNIA 6 EXHIBIT F-2 VfJ / I 6 I . to- I ~ 5 . a I en "- en 4 I Q. .' , - ~ I I en 3 en I lIJ , , 0:: I I to- 'i I I en ' I ,: 2 ., , , , , ; I ' , i I I'" , C) , I z ' , , , - 0:: I <l , , lIJ J: I CJ) , , , , , , i" : I I ., I I 0 0 I 2 3 4 5 6 I I NORMAL PRESSURE- KIPS / SQ. FT. I I EXCAVATION: BH-6 DEPTH: 12.0-12.5 FEET I In-Situ Moisture Test ~ = 44 degrees I C = 200 psf I I o IRE CT SHEAR TEST DATAl I PROJECT: Parcel Maps 19089, 21029 EXHIBIT 21382 and 21383, Rancho Calif. Associates Schaefer Dixon I 9R4332C 4/89 REDLANDS . CALIFORNIA F-3 V~\) JOB NO" DATE: ....--... ,," I I I I I I I I I I I I I I I I I I I 3 VI VI 4 w Z ~ ~ 5 J: I- W 6 .J 11. ::!: e{ 7 VI IL. 0 I- 8 Z w 0 II: W 11. I Z 0 l- e{ 0 J 0 VI Z 0 0 0.1 PRESSURE- KIPS PER SQUARE FOOT 0,5 r 2 3 5 10 1 2 BH-3 . Readings After Saturation With Water 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)CH'.IT MUM."" F-4 DATE: 4/89 JO. Nil.....: 9R4332C PREPA.EO ..: CKH S h f D" Associates c ae er IKon _ Con."lfilf(/EIf(/iM." (1M GH'(I(/i.'. v'Z 'r." 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: ~ 5 :x: I- IIJ 6 .J 0- ::!: <( 7 III Ii. 0 I- 8 Z IIJ (J a: 9 IIJ 0- I 10 z 0 I- <( 11 0 ..J 0 III 12 Z 0 (J PREPAIIt!D IY: PRESSURE- KIPS PER SQUARE FOOT 0,5 12351020 BH-1 · Readings After Saturation With Water , 7.5-8.0iFEET I CONSOLIDATION TEST DATA Parcel Maps 19089, 21029, 21382 and 21383 Rancho California, Riverside County, California for Johnson & Johnson, Inc. I.XHIIIT NUMIIR CKH 4/89 ...01 NUM.ER: F-5 9R4332C "Z-\?J DATE: S h f D" Associates C 8e er Ixon COIf."/fi"gC"gi".,,nlllltl G"'"gn'. / I ! I 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~~t~~~~,~~:;;,;;3i;,"':_-- -.'f,;)~~~~,~ Z,\h\ >>~~;.~.':-- - I I I I I I I I I I I I I I I I I I I 11111HX3 w w W W N N N N N .......... 0(/1 U) 0 ..,.... 3; ~ wm W~ WN WW N~ N~ NW NO N\.O .......... ~~> C ~ ~ ~ ~ ~. 0"10 0"\0 ~. No \.0. 0"0' ~. w. O. 1.00 m"'tl3:., "'C )( )( n uU"l 0 V1 \JI 0 0 0 0 VI V1 Ln f'T'1-4'"t1 0 r+ .... 01 1/I1 01 lJ11 UlI 0101 01 01 Ull V11 -4:I:!::r :r 3 3 ! _... Ql c: c: 'c ., r+ 3 3 ... '" 0 0 (D "0 "'C ::J iJ \C (tI ., .. ~lTl ., III 0 V -~ 0 ~ ~ , w zn c: 01 g U1 U1 V1 0 VI V1 ~ fTl,.." ::I lC fJ -t . U>Z ~., I -4 ~ g Cb CCI rl' " ~ I (tI c.. Ql , U'l ..,.., , Z'"tl 01 r+ I -4 0 ::r F ~ n ..c ~ ~ C ~ ~ rl' ~ >C (") - .., (l) Z ~ rl' 3 ". ~ V. V V V 01.0 ~ ~~~~~~~~~ .3- ::1::1 , ~ rl' 3 c , ~ ~ o 0 0 0 0 0 ., X....... 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