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Home My WebLink AboutAsBuiltGeology&FinalCompactionReportRoughGrading(Jun.5,1991) aJ!dW3 puelul S\uellnsuoo aSJaAUOO SOvl6 e!uJOI!leQ 'QUIPJeUJ9a ues OO~ auns 'a^!JO J8!J8 lse3 OE9 lS!60108t) pue sJaau!6U3 6umnsuo:) OCBv-6BB v~l X\f~ ,008-6881 'IL auoqda,a 1 (i e!UJoJ!le:> 'elnOaWa.L Al!Unwwo:> ueld JalSell\l IOSlaO ewoled 98l17Z JO UO!lJOd e pue E:-l8l17Z 'Z-l8l17Z'l-l8l17Z 'l8l17Z SlOeJ.L 8NIOV88 HDn08 :10 .L80d31:1 NOLLJVdIl\lO::J lVNl:I ONV A801038 .L llnS-SV :JOJ palOnpuO:> e!UJoJ!le:> 'elnoawa.L 00 l al!ns a^!JO >leO al6u!s 99L8Z sawoH esall\l 80-817l-l8-88 .ON loa[OJd 31:>:> l66l '9 aunr '\ ~,)dl'd pal:J4JaH uo PilIU!Jd ~ dnOJ8 leUO!SSa~OJd aSJ€I^Uo:) 6l-ll 10 !.JEIPIsqnS pauMQ ^nOl~M V aJ!dW3 puelul slul!IlnSuOO aSJaAUOO eovl6 e!uJ01!re:) 'OUIPJeUJ8S ues OO~ 8l!ns 'SApO Japs lse3 OE9 lS!60I08n pUB SJaaUl6u3 6umnsuo:) OC8v-6B8 v~l X\f~ Y008-6881 VlL auoqda,al l66l '9 aunr (i 96Z0-068Z6 e!uJoJ!le:) 'BlnOawa.L 00 l al!ns 'a^PO >leo al6u!s 99L8Z sawoH esallll :unv 0)1 ':I eqes:) 'JIIII aoa[qns 80-817l-l8-88 'oN pa!OJd 31:):) e!uJoJ!le:) 'E~lnOaWa.L JO Al!:) 'Al!Unwwo:) pauueld JalseV\J 10S lao ewoled 98l17Z ~O UO!lJOd e pue 8-l8l17Z 'Z-I,8l17Z 'l-l8l17Z 'l8l17Z S.L:)Vl:I.L 8NIoV88 H8nOl:l :10 .L1:I0d38 NOI.L:)VdIlllO:) lVNI:I oNV A801038 .L llns-sv 'al!S loa[qns a41 JO 6u!peJ5 46noJ 6upnp pawJOpad 6u!lsal Al!SUap Pla!J pue s!sAleUe AJOleJoqel '6u!ddew 0!6010a5 JO sllnsaJ 6U!U!eluo:J lJodaJ S!41 paJedaJd (31:):)) aJ!dW3 puelUI Sluellnsuo:) aSJa^uo:) 'e!uJO~!le:) 'e!uJoJ!le:) 040uel:l JO Sale!OOSSV 'l? lSOJ:I we!II!M 'u!as lJaqol:l Aq paJedaJd 'ueld 6u!peJ6 46noJ 'aleos ,017=..l a41 JO 6 46noJ41 l S6U!MeJO uo UM04S aJe 6u!ddew 0!6010a6 pue slsal Al!Suap Pla!J JO sUO!leOOI aleW!xoJdde a4.L 'sa:J!l:JeJd 6upaau!6ua 1I0S pue 0!6010a6 punos 41!M a:JuepJo:J:Je U! pawJo!Jad uaaq se4 al!S a41!0 6u!peJ6 a41 41!M pale!OOSSe >lJoM41Jea a411eql uo!u!do JnO S! l! '6u!lSal Al!SUap Pia!! pue sUO!le^Jasqo 0!6010afl Jno !O sllnsaJ a41 uo pases 'sn lIeo 01 alel!Sa4 10U op aseald 'aOUelS!SSp. Ja41Jn! paau JO 'suo!lsanb Ja41Jn! Aue a^e4 noA ~I 'noA 01 aO!^Jas !O aq 01 Al!unlJoddo a41 ale!o&Jdde aM 'sJnOA AlnJ.L AJa^ Ja6eul~V\J 40lleJa/Jaau!6u3 led!oUPd <:-- ~;J. _ ~~lfP!laH ':) ua^alS ~r1r1tJ ~ 381dllll3 aNV1NI S.LN'It.llnSNOO 3SH3^NOO aassaJPPV/8 :lS!o -0 Jaded paphaH uQ paIU!J,1 il dnOJ8 leUQIss810Jd aSJ6^Uo:) 641 ~o ,\JB!P!SqnS peuMQ ^1I04M V = I I I I I I I I J I I I I I I I I I J PROFESSIONAL CERTIFICATION This report has been prepared by the staff of Converse Consultants Inland Empire under the professional supervision of the Principal Engineer and Senior Engineering Geologist whose seals and signatures appear hereon, . The findings. conclusions, recommendations, or professional opinions presented in this report were prepared in accordance with generally accepted professional engineering practice, There is no other warranty, either expressed or implied, ~c ) ark 8, Schluter, Senior Geologist t,l'-cO GEO ,s' ......... I.O~ ~C:j .....'0. scHl.... ~ Q::= .-t:t;-*" '-'..>-.. :,.A -'<:f ~. :~ No. 1415 ':D~ .< . : CERTlF!ED : ;. ENGINEERING ! -. GEOLOGIST .- . . . . -. .- '" J"/'.,I:...........~~ f OF C~lWIl ;; II I I I I I I I ,I I I I I I I I I I I TABLE OF CONTENTS SUMMARY OF WORK PERFORMED """""""',"""",' 1 General """"""""""""""."""""" 1 Rough Grading """"".""."""""""""" 1 MOISTURE CONDITIONING """"""",',,"',"""",' 3 GEOLOGIC CONDITIONS , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 3 Earth Materials """"""""""',',"""""" 3 Fill , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 4 Pauba Formation , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 4 Faults Exposed During Grading "","',',",""""'" 4 Slopes , , , , , , , , , , , , , , , , . , , , , , , , , , , , , , , , , , , , , , , , , , 4 Groundwater Seepage """""""""""".""", 4 CONCLUSIONS "'.""""""",.""""""""",, 5 RECOMMENDATIONS , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 8 Foundation Design , , , , . , , , , , , , , , , , , , , , , , . , , , , , , , , , , , 8 Post-tensioned Slabs " , , , . , . , , , , , , , , , , , , , , , , , . , , , , , , 8 Pre-Soaked Building Pads , , , , , , , . , , , , , , , , , , , , , , , , , , , , , 8 Slabs-on-Grade , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 8 Lateral Earth Pressures , , , , , , , , , , , , . , , , , , , , , , , , , , , , " 10 Preliminary Pavement Design ",',"',,',",""""" 1 0 Site Drainage """"""""""""",',""'" 1 0 Slope Protection and Maintenance , , , , , , , , , , , , , , , , , , , , " 13 On-site Trench Backfill , , , . , , , , , , , , , , , , , , , , , , , , , , , , " 14 Continuing Observation and Testing Services """"""" 14 LIMITATIONS """"""""""""""""",.'", 15 REFERENCES , , , , , , , , , , , , , , , , , , . , , , , , , , , , , , , , . , , , , . , , , 16 Figure No, 1 - LOCATION OF GRADING, , , , , , , , , , , . , , , , , , , , , , , , 2 Figure No, 2 - HISTOGRAM """""""""."""""" 6 Table No, 1 - LOT CLASSIFICATION, . , , , , , , , , , , , , , , , , , , , , , , , , 7 Table No, 2 - FOUNDATION RECOMMENDATIONS, , , , , , , , , , , , , , , , 9 Table No, 3 - ASPHALT PAVEMENT SECTIONS, , , , . , , , , , , , , , , " 12 APPENDIX A - Laboratory Test Data APPENDIX B - Summary of Field Density Tests TEST LOCATION AND GEOLOGIC MAPS - (40 scale) - in pocket (9 sheets) 88-81-148-03 Converse Consultants Inland Empire k I I ! I I I I I I I I I I I I I I I I I SUMMARY OF WORK PERFORMED General This report covers Tracts 24131, 24131-1, 24131-2, 24131-3 and a portion of 24186, Earthwork was performed by E,L. Yeager Construction, Inc" of Riverside, California, During April 12, 1990 through November 28, 1990, observations and testing were conducted by CCIE at the subject sites, Accepted engineering and testing procedures were employed to evaluate the preparation of the natural ground surface and placement and compaction of the fill, Rouah Gradina Rough grading for the subject sites was performed in accordance with the "Geotechnical Investigation" report dated December 23, 1988 and the earthwork specifications at the location shown on Figure 1, "Location of Grading", Canyons exposing unsuitable alluvial/colluvial soils were excavated, The exposed excavated surface was then scarified, brought to near optimum moisture content and compacted prior to placement of excavated soils as fills, Fills were placed in loose, 6 to 8 inch thick lifts, Fill materials were brought to near optimum moisture and mixed by an 824 dozer pulling a bee gee, Rough grading was accomplished by Caterpiller 633,651 and 657 scrapers, 10,000 gal. water pulls and 824 dozers, Motor graders were utilized to fine grade lots, After clean out, and prior to filling the canyons, the canyon subgrade was observed by a certified engineering geologist, It was observed that the canyon bottoms contained clean sands, Accordingly, canyon subdrains were not considered necessary due to the free draining characteristics of the subgrade, Where fills were placed against existing slopes steeper than 5: 1 (horizontal:vertical), the existing slopes were keyed and benched to provide a series of approximately level benches to seat the fill and remove the compressible colluvial soils, Where lots indicated a cut/fill transition at finish pad elevation, the lots were overexcavated a minimum of three feet below final lot grade, The bottom was then scarified, brought to near optimum and compacted prior to placing fill. Fill slopes were overfilled 3 to 4 feet and compacted as they were filled horizontally with the fully loaded heavy equipment, The overfilled slope face was then track rolled with the D-8 and D-9 dozers, The slope face was then trimmed back to grade by the D-8 dozer equipped with a slope board, 88-81-148-03 Converse Consultants Inland Empire 1 t; I I I I \,:'--" . ~ ....--~ ~ ,- . ..~- ,~ .::;, -....- ,,"-; ">.~. .- '\ ~ -;;:: ..-." ' .' ' " Ii!' ,,- ,"" " '\ ,," -=" ,\ ~- " ~,' ,.-s' -- - --.::' ' ' ,...-~' ,-" ,.~~., ' " ,v~.- ' ,jc.C-''''''''W~''''';'' ' '. ,.. ,= - -- , ,,, ".., . ",( ."'- " ,'.~ ,-,r"~' ,,'" - " ," " .",. ,,' ,,',' - ., ,',' " " ~.." ... '" .. ~' ,. _",' .__ ~'L .... I · " .~.."" ' ~ ~. .' - - I 'I r .,""'"~-~- ',"" -- .,r' ,-' ,^ "["-...,.-..-,, _:~~ " .,. " ~,!, ,... ," . .~. .. -' ~ . ..,' " . ...., ,,/,'~- " - ' .~ '- . ..j' . ,." ." I""" - , . .".-c., .' , " , .' " I > ..'" ~C...,. ' · ,,'" ,~.", ,- '. .?of{" .'- '.' - .' - .,......- .... ~ \~' ~,.. .<-~.... = ': --," " " "" ~ .'_ .. __ 1 .... f .'\ .~,- -' '.' ." ' ' _ 1'~"' . '" ~ ., I ". ", .. ,," ,__ 4' .. '\ .. .' ' ' ,,' -- -' ~ ,. . '. .." ,~ " .. " ~ "" ,_ r" ,." ' ' ." \~ )\ -':... ~ ''',,'' "'" ", " " ,-' .,.k.... iOV"i .,. .,~ ~.. .' U - .. . · ~ "', .v"',,,:, ~ .,- __..dO;. -,. '" . ~- . -- ,,~ .' ""t' p · . ,- ,... "" ~" "" "o.~.,.' ,,"'l , '.1, ~. '\" 1. · ," "',- .. ...' <~ . ~ '--~'.' ,.. --'" ...,; (. ..... -, '. ,~.--_.' ' . '.' c." _<if" ,"'~ , .J~' 0 . " ",.... .~.. ...~." ,"" ," '/ ~ I~,\'~_ "if........-... '~','~ '.' ~ c: ~_9<"..c:;x". , . ' -" -,., " . .' ... ' '- .. ~~ .,r ,- .r.,'. ",(. .l0 \' ... ,;,{ 1'_ "99'''' /./ v,s I .,. 'rI1:I.l ;,; I,..,' ...'~ .,-, ., 'I' =.:~<t1V "P/ 10""1:11 ,,'" ....". '.. U .:Q "1:1' "J.... ,"<>,.. .. ,.. ,if' ,. ",' " " . " " "..... .. " ~ ~":-s _ i 1..~ &- C:-'~- i: 9-'i>'-''''~' , ~~ ;;: ,. .. _"" .' .. 0-' '. .. " ,. -" ... -, ~ ..,.. .' " .".. ." ". , '_ __ ~ .... i." ..-- ' Ii ""'.-;:' " !f' iOVW. 4'),"+ C~ .1 ,," , , _'" .",..-_.,_ .:' "I , .. .~ . ." " ,.. ..."...... . ,. ~" , '" '~ ,.: ,.... . ,-'" ,.. ,....., ,!" .,r-" · ,r"-\ I', I,~_~' ' ,,~..... b . "I' . .f.: ~rt' "o.$~" r ':-' I' " ..,' ,...' ':r~ . ,- ,'. ~ .~t' ~~" ....._.~..... .;)11">...... ~~\ .' ,." . .' .J~r"'--;. '" I" ,1' "", ...2-~' · "Ii ,. ..' . , ..... ..' ' . '.. i-"'''' . c.... ..N ~ " ,---" ,j' ---' " ,,,,-' ", ~<~;.. ~ ',' d< "o'" .......,1 ", 10" n v i 8-" ." -- ""~ ll--::;"'\~ ~l'i \ V"i : ' .'.'....'~ '1 _.," . __~ ~' ' , i.V".l c: I "'~ I ". II """"",.._",,~' ' .",,,, -~~~~. ;,~' ~ .-~ ~ . .. __". .iP'......--.. ~.7"~~ J- I I I I I I I I ~I I gl o < . ~I 2: ;; ~I - I aJ!dW3 pue\u\ Sluellnsuo::> aSJaAuo::> @ S9WOH eS9v-l :JoJ e!UJoJlleo 'elno9w9J. A.lINnv-lv-lOO N'rIld 1:131SVv-l 109 130 'rIv-101Vd ~Nlav~~ :10 NOll V~Ol ON 1:l310Jd f:O-9i>'~-~e-ee .ON smOI:! I ~ 0) II I I I I I I I I I I I I I I I I I I The laboratory maximum dry density was determined in accordance with the ASTM 01557-78 (five layer) method, Single check points were performed throughout the project, A total of 3022 in-place density tests were performed by the sand cone (ASTM 01556-64) and nuclear gauge (ASTM 02992-78) methods during site gradin~l, Where the field tests indicated that the specified degree of compaction had not been obtained, the area was reworked and additional compac:tive effort was applied until desired compaction was achieved and verified by additional testing, MOISTURE CONDITIONING We understand the lots will not be built upon in the next few months, Recommendations regarding potential expansion characteristics at the present soil moisture contents would not necessarily be valid after the subgrade soils have lost significant moisture, Accordingly, our recommendation is to moisture condition (pre- soak) selected lots before construction, GEOLOGIC CONDITIONS Geologic observations and mapping were performed during rou9h grading of the subject tracts, The purpose of these observations werE to: 1, Confirm subsurface conditions as observed in our geotechnical investigation, 2, Evaluate geologic conditions and features exposed on newly created cut and fill surfaces within the tract, 3, Provide additional geotechnical recommendations for project grading, Geologic information obtained during mapping of buildin!l pad areas, slope exposures and street subgrades is included in Appendix A and on Drawings 1 through 9, Earth Materials Earth materials exposed at surface grades within the tract consisted primarily of compacted soils in fill areas and Pauba Formation bedrock (Op) in Cllt areas, Exposures of colluvial (Ocol) and alluvial sediments (Oal) were very limited as these materials were excavated to expose competent material prior to place-ment of compacted fills, Areal distribution of the fill and bedrock cut areas are shown an Drawings 1 through 9 and briefly discussed below, 88-81-148-03 Converse Consultants Inland Empire 3 '\ I I I I I I I I I I I I I I I I I I I Fill (MaD Svmbol: Within Black Line Border) Fill materials consisted of processed mixtures of on-site soils and Pauba Formation, The cut portion of cut/fill transition lots were overexcavated and were included in the areas mapped as fill, Pauba Formation (MaD Svmbol: 00. Ooss, Ooslt) The Pauba Formation of late-Pleistocene age (Kennedy, 1977) consists of distal alluvial fan and braided channel deposits, with numerous intra-formation unconformities, Sedimentary features characteristic of the depositional environment such as channel features, lenses, and cross-bedding were observed in cut areas on slopes and building pads, Lithology of the Pauba Formation is highly variable, consisting of poorly interbedded to massive, moderately to well consolidated, fine to coarse sandstones, siltstones, and claystones, Bedrock structures within the Pauba Formation varied over relatively short distance, Bedding attitudes recorded at the site indicate strikes ranging between northeast to northwest, with dips varying from nearly horizontal to approximately 100, Bedding attitudes of localized depositional channel deposits and lenses were also recorded, Attitudes of lithologic layering within these sedimentary features varied with strikes ranging between northeast to northwest and dips varying from nearly horizontal to approximately 600, Numerous horizontal and gradational bedding boundaries were also observed, The Pauba Formation was mapped mainly as undifferentiated (Op). Distinctive sandstone (Opssl and siltstone 10pslt) lithologies were mapped within undifferentiated Pauba, Sandstone (Opss) units exposed on lots 34-2, 35-2, 40-2, 49-2, 50-2, 51-2, 52-2, 53-2, 54-2, and 102-2 of Tract 24131-2, and Lots 25-3, 26-3, 27-3, 28-3 and 54-3 of Tract 24131-3 consisted of clean sands with little or no cohesive binder, These earth materials are judged to be more susceptible to erosion than other site materials, This condition should be anticipated during construction and mitigated with appropriate landscaping and maintenance, Faults Exoosed During Grading No faults were observed or mapped during site grading for the subject tracts, Slooes Cut and fill slopes have been graded at 2:1 lhorizontal:vertical), No adverse geologic structures were observed on these slopes, Groundwater Seeoaae Groundwater seepage was not observed on the slopes, building pad:;, street subgrades or canyon bottoms during site grading, 88-81-148-03 <6 Converse Consultants Inland Empire 4 II I I I I I I I I I I I I I I I I I I CONCLUSIONS . Results of density tests in fill indicate a relative compaction of at least 90 percent of the laboratory maximum dry density, A total of 3022 field density tests were performed and their approximate locations are shown on Drawings 1 through 9, . A statistical analysis was performed on the distribution of relative compaction results, A histogram of this is shown on Figure 2, . Based on the results of our observations and testing, it is our opinion that the earthwork associated with the grading of the site has been performed in general accordance with recommendations presented in the referenced reports, . Expansive soil conditions have been evaluated for each lot, Lots that exposed materials considered to have low expansive potential were visually classified, Representative samples of the soils near pad grade were recovered for classification and expansion index testing, The results of the tests are presented in Appendix A, Classification of each lot. based on these test results, is presented on Table 1, . Groundwater was not encountered during grading, and is not expected to adversely impact development of the site as proposed, . Fill slopes have been graded at 2: 1 (horizontal:verticall or flatter, and are considered to be grossly stable, . Cut slopes graded at 2:1 (horizontal:vertical) or flatter are anticipated to be grossly stable due to the generally massive nature of the bedrock materials and the lack of continuous adverse geologic structure, Some surficial ero~:ion may occur prior to the establishment of vegetation, particularly where there are sands with little or no cohesion, . Although grading for the lots is considered suitable at the time of completion, natural weathering and degradation may occur over time in the near-surface soils within the graded areas, It has been our experience that deterioration of surficial soil conditions may develop if a significant time period elapses before construction, . Properly compacted fills will settle due to their weight, The amount of settlement will depend on fill thickness and future changes in the moisture conditions, Maximum expected settlements are on the order of aboLlt 1 % of the total fill thickness, 88-81-148-03 Converse Consultants Inland Empire 5 '\ I I 25 I I 2 I I 15 I I I I I 80 I I I Soil Type: Number of Tests: Average: Standard Deviation: Coefficient of Variation,%: Cooments: I I I 85 25 20 15 10 5 o 100 I Paloma Del Sol I Mesa Homes Temecule, California 90 RELATIVE COMPACTION, Percent 95 3021 92,0 2,20 2,40 HISTOGRAM OF COMPACTION rEST RESULTS Project No. 88-81-148-03 I ~ Converse Consultants Inland Empire \<V -i ~ OJ C'J ~ N -/>0 ~ W r ~mO . ~ X N'O (") -/>oOJiil ~::len W~, ~, "'o:::t.!~ I ::::::I n Q) -"-Q)r;j' ... ::::::1.....- N 0. 0' CD -/>oCD::l~ ~Xc:r W:OOJ ~CDen , en CD NCo. OJ ;:::; 0 ::l en ::l 0. 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S' .- , 0- m 3 ~. . -..J I I I I I I I I I I I I I I I I I I I RECOMMENDATIONS Foundation Desian The proposed structures may be supported by conventional (continuous) footings or isolated spread footings, Post-tensioned slabs may be used on lots that have highly expansive soils exposed at pad grade, The depth of embedment and reinforcement should be determined by the soils expansion potential as shown on Table 2, "Suggested Guidelines for Design of Foundation/Slab Systems", Alternatively, expansive soils may be removed and replaced with low expansive fill to a depth of at least 3 feet, We will review any further alternatives that may be proposed by the structural engineer, Footings may be designed using an allowable bearing pressure of 2,000 pounds per square foot, which may be increased by one-third for short duration loadings such as wind or seismic forces, Footings for structures or retaining walls should be setback from slopes in accordance with the Uniform Building Code (1988 edition). Section 7011, Post-tensioned Slabs In lieu of the recommendations presented on Table 2, building foundations on highly expansive soils may be pre-soaked and constructed with post-tensioned slabs, For design purposes, a differential movement of about 2 inches over a 15 foot span should be expected, Pre-Soaked Buildina Pads Due to medium expansive soils, the following lots require pre-soaking prior to constructing concrete slabs: 43, 99, 52-1, 32-2, 55-2, 71-2, 77-2, 78-2 and 46-3, Guidelines for pre-soaking are shown on Table 2 under sub-grade Moisture Requirement at time of construction, Slabs-on-Grade Slabs should have a minimum thickness and reinforcement as recommended in Table 2, All loose or disturbed subgrade areas should be recompacted prior to concrete pour. Polyethylene plastic moisture barriers of 6-mil thickness should be plac:ed under the slabs, The moisture barrier should be protected with 2 inches of sand placed above and below the moisture barrier to prevent punctures and to aid in the concrete cure, Joints should be lapped a minimum of 6 inches and properly sealed, 88-81-148-03 Converse Consultants Inland Empire 8 \'V I . . 1 I- -- qOIS ","ol-S qOIS MOilS qOIS MOl'S .:iaq5T11 .Jaq6"'m UOn:mJISUO:) JO ..91 01 UnIS!OW ,,91 01 iJnIS!OW ..'Zl 01 tJnl11ol1 ;I() .l() eW!l. ID ,u,w'J!nba~ UU"M.,u!ldO JO 0/.02 I wnwHdO JO 0'.02 I WRU!ldO JO o;.O'Z1 unll'1":'lru ul'UUf.lc\) iAnIS!OW apoJOqnS 9.w'.J:'/9:t#-,,9X,,9 9::fP/9;fJ::-,,9X..9 01 "'''/01 "'F-..9 X,,9 .(JOIOPUDW ION nOo,on ADM. 4.:103 ,,9 # 1..9 11-..9 X..9 cunol #-,,9 X.9 01<,nOI#-,,9 X,,9 sbu!j"j'i':;Q OJ '0 ,,81 10 I> "'.. .(JOIDPUDYi ION ~aw':)JoJul'U qDIS JODI:! 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S~31SAS S8\flS / NOI1\fONnO.:l .:10 N~IS3a l:lO.:l S3N 1-1301 n ~ 031S3~~nS ~ 3'8V1 SNOI.l VON3WWO::>3H NOI.l VONno::! 3HldW3 ONV1NI S.lNV.llnSNO::> 3SH3ANO::> @ S.WOH IIS.W :JO, .'UJO'II.~ '1I1n08W8.1. ~lIunwwo:) UOld J.,..... '05 lep ....WO'...d .ON l:JalOJd CO-8.~-~8-88 t1.. \ I I I I I I I I I I I I I I I I I I I Lateral Earth Pressures Resistance to lateral loads can be provided by friction acting at the base of the foundations and by passive earth pressure, A coefficient of friction of O,3a may be assumed with the dead load forces, An allowable passive earth pressure of 200 psf per foot of depth to a maximum of 2,000 psf may be Llsed for the sides of footing poured against properly compacted fill or natural soils, The allowable passive pressure may be increased 33% for lateral loading due to wind or seismic forces, Retaining walls should be designed for an equivalent fluid pressure of 30 psf per foot of depth, Adequate wall drainage, consisting of subdrains and weep holes, should be provided, Preliminarv Pavement Desian Prior to placement of base course and asphalt. the upper 12 inches of subgrade soils should be scarified, moisture-conditioned and recompacted to at least 9001<, relative compaction, Based on R-value test on representative samples, preliminary pavement sections recommended for design are presented on Table 3, Traffic index information present on Table 3 was obtained from RBF Engineers, Minimum thickness of asphalt concrete (AC) based on information provided to us by thE' County of Riverside and the City of Temecula, are as follows: MINIMUM TRAFFIC AC INDEX THICKNESS. Ft. 5,0 0,21 5,5 0,21 6,0 0,21 6,5 0,21 A minimum thickness of aggregate base (AB) is not mandated by the building officials, However, we recommend that a minimum of 0,33 ft, (4 inches) thick layer of Class II AB be provided bel'leath all pavements, The base course provides pavement support as well as drainage beneath the pavement, Improvement methods such as lime treatment of the subgrade soils, may be effective to improve the pavement characteristics and to reduce the pavement sections presented in Table 3, Preliminary evaluation of lime treatment indicates that 2% by weight lime mixed with the on-site soils to a depth of about 6 to 8 inches will result in an R-value of greater than 60, 88-81-148-03 \~ Converse Consultants Inland Empire 10 I I I I ,I I I I I I I I I I I I I I I Minimum AC and minimum AB will, therefore, be sufficient to support the anticipated Traffic Indices (TI) up to a TI of 6,5, Additional R-value testing may be required prior to paving to verify the appropriateness of the recommended pavement sections presented on Table 3, which are based on present road department guidelines, Site Drainaae (Post-Construction) Adequate positive drainage should be provided away from structures to prevent ponding and to reduce percolation of water into the foundation soils, We recommend that slopes for surface drainage be constructed at 2% to 4% in landscaped areas and 1 % to 2% in paved areas, Planters and landscaped areas adjacent to the building perimeter should be designed to minimize water ponding and infiltration into the subgrade soils, Planters adjacent to foundations should have a drainage system to conduct water to a collection point for disposal. Homeowners should be advised of their responsibility for maintaining adequate drainage, Slope drainage devices should be constructed in accordance with Chapter 70 of the Uniform Building Code (1988 Edition). Lot drainage should preclude the possibility of flow over slope faces with the use of brow ditches, earth beams and other methods, 88-81-148-03 \~ Converse Consultants Inland Empire 11 I I I I TABLE 3 I ASPHALT PAVEMENT SECTIONS INTERIOR STREETS TRACT 24131 F;ec:ommended Preliminary I Pavement Section Traffic Index Asphalt Base Streets 1!!l R-Value iID ill) I Via RazD 6,5 40 0.25 0,59 I Via Flore 5,5 35 0,25 0_50 Via Candeleda 5_5 30 0,25 0.57 Via Cordaro 5,5 30 0,25 0,57 I Corte Durazo 5,0 30 0,25 0.46 Via Bande 5,5 30 0,25 0.57 I Calle Carabana 5_5 14 0,25 O,B4 Corte Llamas 5,0 14 0,25 0_69 Via Maya 6,5 14 0.25 1.14 I Via Cesario 5,5 47 0.25 0,30 Via Cirillo 5,5 13 0,25 0_84 Corte Astorga 5,0 13 0.25 0,69 I Calle Mataro 5_5 13 0_25 0,84 Via J esso 6,5 13 0_25 1.14 I Calle Avella 5_5 11 0,25 0,88 Via Arias 5,5 35 0,25 0.49 Via Jumilla 5_5 22 0_25 0,70 I Corte 1II0rs 5,0 35 0_25 0.42 Corte Gardano 5.0 22 0_25 0_56 I Camino Herencia 5.5 22 0_25 0.70 Via Mejia 6,5 35 0_25 0_72 Corte Argento 5,0 47 0_25 0_21 I Via Amado 5,5 7 0,25 0,94 Corte Davila 5,0 7 0,25 0,78 Camino Caruna 5.6 7 0_25 0.94 I Via Sajo 6,5 35 0_25 0,72 I I I 88-81-148-03 \~ Converse Consultants Inland Empire 12 I I I I I I I I I I I I I I I I I I I I Slooe Protection and Maintenance Proposed slopes should be planted as soon as possible after construction, Slopes will require maintenance through time to perform in a satisfactory manner, In most cases, slope maintenance can be provided along with normal care of the grounds and landscaping, Cost of maintenance is less expensive than repair resulting from neglect, The presence of permeable sandstone materials over less permeable siltstone and claystone material within the Pauba Formation could trap infiltrated water (landscape irrigation and/or rainfall) and produce seepage at the surface exposures of these contacts, Fault traces containing gouge zones may also act to restrict groundwater flow and surface infiltration, Seepage conditions daylighting out on the slope surface may produce nuisance raveling and possible instability, Local drainage and/or seepage collection devices may be required to be installed by homeowners if these conditions were to develop in the future, Most hillside lot problems are associated with water, Uncontrolled water from a broken pipe, excess landscape watering, or exceptionally wet weather causes most damage, Drainage and erosion control are paramount in regards to long-term slope stability and performance, It is important that the drainage patterns and slope protection provisions be established at the time of fine grading and maintained throughout the life of the project, The provisions incorporated into the graded site must not be altered without competent professional advice, Terrace drains and brow ditches on the slopes should be periodically maintained and kept clean of debris so that water will not overflow onto the slope, causing erosion, Landscaping on the slopes should disturb the soil as little as possible and utilize drought resistant plants that require a minimum amount of landscape irrigation, Care should be exercised to prevent loose fill from being placed on slopes during construction and landscaping, Installation of subdrains or french drains may be required if seepage is observed, Watering should be limited or stopped altogether during the rainy season when little irrigation is required, Over-saturation of the ground can cause subsidenc:e within subsurface soils, Slopes should not be over irrigated, Ground cover and other vegetation will require moisture during the hot summer months, However, during the wet season, over irrigation can cause ground cover to pull loose, which not only destroys the cover, but also results in serious erosion, Homeowners should consult a professional landscape architect for planting and irrigation recommendations, · A suitable proportion of slope plantings shall have root systems which will develop well below 3 feet, such as drought-resistant shrubs and low trees, or equivalent, Intervening areas shall be planted with lightweight surface plantings with shallower root systems, In any event, lightweight, low-moisture planting shall be used, 88-81-148-03 \\ Converse Consultants Inland Empire 13 II I I I I I I I I I I I I I I I I I I · Rodent burrowing, small concentration of uncontrolled surface/subsurface water, or poor compaction of utility trench backfill on slopes shall be repaired and controlled as soon as possible, · If completion of new slopes occurs during the rainy season, contingency plans shall be developed to provide prompt temporary protection a9ainst major erosion/sloughing, Offsite improvement shall be protected from site runoff, · Any erosion damage which occurs prior to the completion of the project shall be repaired by the Contractor. Onsite Trench Backfill Trenches should be backfilled and tested in accordance with procedures described in Section 306 of the "Standard Specifications for Public Works Construction" and the referenced reports, It is anticipated that the native soils will not be suitable for jetting, Compaction will probably best be achieved by moisture conditioning the soils, placing the material in lifts and applying mechanical efforts on each lift, Continuina Observation and Testina Services Observation and testing should be conducted by CCIE at the following s.tages of construction: · Concurrent with trench backfill procedures, · Concurrent with subgrade and aggregate base preparation and compaction, · Pre-soaking of expansive soil lots at time of construction, · When any unusual conditions are encountered, 88-81-148-03 yCO Converse Consultants Inland Empire 14 I ! I I ! I I I I I I I I I I I I I I I I I LIMITATIONS The conclusions, recommendations and opinions developed during the course of CCIE's field assignments were based on our observations and experience, and on the results of field and laboratory testing performed in accordance with applicable ASTM standards, Based on these tests, observations, and our professional judgement, it is our opinion that the compacted fills referred to in this report meet the intent of the project specifications and the recommendations of CCIE:. Our field testing was performed at random locations and at various time intervals during the fill placement operation, CCIE did not actually sample or test absolutely every portion of the fill material placed at this site, Our test results are considered representative of the material tested within the compacted fills, This report presents opinions formed as result of our observation of fill placement, We have relied on the contractor to continue applying the recommended compactive effort and moisture to the fill to meet the project specifications, Tests were made of the fill to calibrate our observer's judgment, and to provide data on the overall compactive effort, These tests are not the sole basis for opinions on whether the fill meets the specifications, CCIE professional services were performed in accordance with the prevailing standard of professional care as practiced by other geotechnical engineers and engineering geologists in this area of California. We make no other warranty, either express or implied, 88-81-148-03 \<\ Converse Consuttants Inland Empire 15 I I I I I ,I I I I I I I I I I I I I I REFERENCES . Converse Consultants Inland Empire, "Geotechnical Investigation, Tentative Tract 24131, Planning Areas 15 and 22, Portion of the Meadows, Rancho California, California", Dated December 23, 1988 (CCIE Project No, 88..81-148- 01-0). . Converse Consultants Inland Empire, "Standard Earthwork Specifications, Western Portion of the Meadows Master Plan Community, TtJmecula, California", dated March 8, 1990 (CCIE Project No, 88-81-148-03), . "Rough Grading Plan Tract No, 24131, 24131-1, 24131-2 and 24131-3, City of Temecula , Sheets 1 through 10, prepared by Robert Bein, William Frost and Associates, dated March 7, 1990, . Pacific Soils Engineering, Inc" "Fault Study 1400 _:L acre Vail Meadows Project, Rancho California, County of Riverside, California", dated August 17, 1987, Work order 400082F, 88-81-148-03 1,.P Converse Consultants Inland Empire 16 I I I I I ,I I I I I I I ,I I I I I I I APPENDIX A LABORATORY TEST PROGRAM 1) I II I I I I I I I I I I I I I I I I I APPENDIX A LABORATORY TEST PROGRAM Laboratory tests were conducted in our laboratory on representative samples for the purpose of evaluating their physical properties and engineering characteristics, A summary of the various laboratory tests conducted is presented below, Grain-Size Analvses To aid in the classification of the soils sieve and hydrometer analyses were performed on selected soil samples, The analyses were performed in accordance with the ASTM D422 standard test method, Grain size distributions are presented on Figures A-1 through A-3, Laboratorv Maximum Densitv and OPtimum Moisture Laboratory maximum density and optimum moisture tests were performed on soils used as compacted fill, These tests were performed in accordance with the ASTM D1557-78 laboratory procedure, Laboratory maximum density and optimum moisture curves are presented on Figures A-4 through A-1 0, entitled "Compaction Curve", Direct Shear Tests Direct shear tests were performed on samples remolded to 90% of the laboratory maximum dry density at optimum moisture content, Three ring samples were prepared for each test, soaked and subjected to pre-determined vertical surcharge load, Each ring was then sheared at a constant rate of strain, A range of normal loads was applied and the shear strength envelope was determined, Results of the test are presented on Figures A-11 through A-17, entitled "Direct Shear Test", Consolidation Tests Data obtained from this test, performed on remolded soil samples, were used to evaluate settlement characteristics of the fill soils placed at the site. This test involved loading specimens into the test apparatus which continued porous stones to accommodate vertical drainage during testing, Normal vertical axial loads were applied to the sample through the porous stones, and the resulting vertical deflections were recorded at various time periods, The load was increased after the sample reached a reasonable site of equilibrium, Samples were loaded at optimum moisture and under submerged condition, Test results are shown on Figures A-18 through A-24, entitled "Consolidation Test", 88-81-148-03 Converse Consultllnts Inland Empire 1,.-0/ I I I I I I I I I I I I I I I I I I I Exoansion Index (Ell The expansion Index Test is used to determine the expansion potential of soils, The tests were performed in accordance with the Uniform Building Code Standard No, 29- 2, Results of the tests are tabulated on the below, Samole Identification Soil Descriotion Exoansion Index Curve #7 Curve #9 Curve #11 Curve #14 Curve #15 Curve #16 Curve #17 Silty Sand with clay Clayey Sand Silty Sand Silty Sand Clayey Sand Sandy Clay Sandy Clay 26 2 o o 4 75 94 Lot 3 - Final Lot 8 - Final Lot 9 - Final Lot 10 - Final Lot 1 5 - Final Lot 18 - Final Lot 19 - Final Lot 21 - Final Lot 28 - Final Lot 29 - Final Lot 34 - Final Lot 35 - Final Lot 36 - Final Lot 37 - Final Lot 43 - Final Lot 72 - Final Lot 73 - Final Lot 76 - Final Lot 77 - Final Lot 83 - Final Lot 84 - Final Lot 91 - Final Lot 92 - Final Lot 93 - Final Lot 94 - Final Lot 95 - Final Lot 96 - Final Lot 97 - Final Clayey Sand Silty Sand Silty Sand, trace clay Sandy Silt with clay Silty Sand, trace clay Silty Sand, trace clay Silty Sand, trace clay Sandy Silt with clay Silty Sand, trace clay Silty Sand with clay Silty Sand, trace clay Silty Sand Sandy Silt Sandy Silt Sandy Silt Sandy Silt Sandy Silt with clay Clayey Sand Silty Sand Silty Sand, trace clay Silty Sand with clay Silty Sand Silty Sand, trace clay Silty Sand Silty Sand Sandy Silt with clay Clayey Sand Silty Sand, trace clay 36 20 6 18 9 1 1 24 5 13 No Swell No Swell 22 1 56 7 7 28 2 21 17 No Swell No Swell No Swell No Swell 31 14 1 88-81-148-03 Converse Consultants Inland Empire v I I Samole Identification Soil Descriotion Exoansion Index I Lot 99 - Final Sandy Silt 58 Lot 117 - Final Silty Sand, trace clay 2 I Lot 51-1 Silty Sand 24 Lot 52-1 Clayey Sand 58 Lot 88-1 Clayey Sand 50 I Lot 16-2 Clayey Silt with sand 110 Lot 17-2 Clayey Sand 43 I Lot 21-2 Clayey Silt with sand 40 Lot 32-2 Clayey Sand 70 Lot 45-2 Clayey Sand 35 I Lot 55-2 Clayey Silt with sand 85 Lot 70-2 Clayey Sand with silt 41 Lot 71-2 Clayey Silt with sand 80 II Lot 77-2 Clayey Sand with silt 63 Lot 78-2 Clayey Sand 64 Lot 85-2 Clayey Sand with silt 25 I Lot 107-2 Clayey Sand with silt 3 Lot 111- 2 Clayey Sand 22 I Lot 45-3 Sandy Clay 146 Lot 46-3 Clayey Sand 73 I Lot 86-3 Clayey Sand 27 I I I I I I I 88-81-148-03 I Converse Consultants Inland Empire 1/' I I Resistance R-Value Tests I Bulk samples of soils were tested to determine the resistance (R) value in accordance with state of California standard method 301-G, This test is designated to provide a relative measure of the soil resistance value for use in pavement design, The results I of the test are: RESISTANCE I SAMPLE SOIL IlR" LOCATION DEPTH DESCRIPTION VALUE I Corte 1II0ra Sub-grade Clayey Sand 35 I Via Cesario & Corte Argento Sub-grade Clayey Sand 47 I Via Cirillo & I Calle Mataro Sub-grade Clayey Silt 13 I Calle Avella & Calle Mataro Sub-grade Silty Sand 1 1 I Via Arnedo & I Camino Caruna Sub-grade Clayey Sand 7 I Via Jumilla & Corte Gardano Sub-grade Clayey Sand 22 I Via Candeleda & Via Cordaro Sub-grade Silty Sand 30 I Via Maya & I Calle Carabana Sub-grade Silty Sand 14 I 88-81-148-03 I Converse Consultants Inland Empire .-f I I I I I I I I I I I I I II " ~I ~ o < . 0. 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I I Paloma Del Sol I Mesa Homes Project NlInber: 88-81 - 146-03 TABLE 1 I SUMMARY OF FIELO TEST RESULTS POINT Test Approximate Approximate Approximcte Field Relative I 10ENTIF Oat. Test Location Test Depth of Fi II Dry MOl sturE' Soil Compaction lCATION ELevation (ft) 8eLow Test (ft> Density Content (%) Type (Xl ..---....----------------------------------------.-------------------_..._----.--._-.........._----........._.-..--------------- AOOOl 4-12-90 Tract 24131, Lot 101 1214,0 0_0 119 9,2 10 92 I AOO02 " Lot 94 1212,0 0,0 119 6,5 10 91 AOO03 " Camino Herencia St, Adjacent Lot 109 1209,0 0,0 119 11.2 12 91 AOO04 Lot 111 1203_0 5,0 120 10,0 12 93 I 40005 Lot 117 1183,0 0,0 111 10,2 14 96 AOO06 Lot 121 1161.0 0,0 111 9,7 14 96 AOO07 Meadows Parkway, Station 147+00 1182,0 0,0 109 9,0 14 95 AOO06 Lot 121 1178,0 0,0 110 9,9 14 96 I AOO09 Lot 55 1177,0 0,0 110 10,2 14 96 A0010 Lot 117 1165,0 2.0 120 9,5 13 91 A0011 4-13-90 Lot 115 1195,0 7.0 119 9_5 12 91 I A0012 " Lot 116 1193,0 5,0 116 11.2 12 91 AOO13 Lot 120 1166.0 2,0 109 12,0 7 91 AOO14 Lot 109 1213,0 2,0 111 13,5 7 92 I AOO15 Lot 113 1196,0 4,0 116 11.0 12 91 AOO16 Via Junilta Street, Adjacent Lot 122 1166_0 4,0 116 10,2 12 91 AOO17 McCabe St., Station 26+55 1200,0 9,0 112 13,2 7 94 AOO16 Station 24+40 1200,0 7,0 112 12,7 7 93 I A0019 Station 28+80 1169,0 4,0 111 11.5 7 92 ADD20 Stat i on 26+20 1200,0 4_0 110 13.5 7 91 A0021 4-16'90 Stat; on 26+15 1203,0 10,0 117 10,0 12 90 I A0022 Station 27+20 1202.0 5,0 117 9,8 12 90 A0023 Station 27+00 1204,0 9_0 118 9,6 12 91 A0024 Station 26+00 1209,0 7,0 117 10,2 12 90 A0025 Stat; on 25+00 1214,0 9,0 114 9,9 12 66. I A0026R Retest of AOO25 1214,0 9,0 117 10,1 12 90 A0027 McCabe Street, Station 25+10 1209,0 3.0 115 10,1 12 86 A0026 McCabe Street, Station 25+60 1206,0 5,0 113 7,6 12 87 I A0029R " Retest of A0027 1209_0 3.0 117 6,6 12 90 A0030R " Retest of A0028 1206,0 5,0 119 9,3 12 91 A0031 " McCabe St., Station 23+90 1213,0 11.0 118 10,4 12 91 I A0032 " McCabe St reet, Station 22+90 1215,0 10,0 119 11.1 12 92 A0033 " McCabe Street, Station 27+00 1205,0 4,0 117 10,6 12 90 A0034 " McCabe Street, Station 25+00 1209,0 2_0 117 10,9 12 90 A0035 " Lot 49 1165,0 11.0 119 7,4 12 92 I A0036 Lot 46 1164,0 10,0 117 7,7 12 91 A0037 Lot 51 1166_0 10,0 113 7,5 12 87 A0036R Retest of A0037 1166,0 10,0 119 10,0 12 91 I A0039 Lot 58 1169,0 7,0 120 9_1 12 93 A0040 Lot 57 1196,0 13,0 117 6,6 12 90 A0041 Lot 56 1201.0 20,0 119 10,0 12 91 I A0042 Lot 50 1194,0 16_0 118 11. 1 12 91 A0043 Lot 57 1196,0 18,0 117 10,6 12 90 I I 7~ I I Paloma Del Sol / Mesa Homes Project Nl.ITlber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I IDENTI F Date Test Location Test Depth of Fi II Dry Moisture Soil Compaction ICATlON Elevation (ft) Below Test (ft) Density Content (%) Type (%) ................................................................................................................................ A0044 4,16,90 Tract 24131, Lot 59 1194,0 11.0 119 9,8 12 92 I A0045 Canyon 801 E of Mdws Pkwy Sta 146+60 1213.0 13,0 122 5_3 12 94 A0046 Canyon 90. E of Mdws Pkwy Sta 146+50 1215.0 10,0 117 7,2 12 91 A0047 Canyon 280. E of Mdws Pkwy Sta 147+001217.0 12,0 117 5,9 12 90 I A0048 Canyon 240. E of Mdws Pkwy Sta 147+301216.0 6,0 117 9,9 12 90 A0049 Canyon 3201 E of Mdws Pkwy Sta 148+001226.0 7,0 120 9,8 12 92 A0050 Canyon 260. E of Mdws Pkwy Sta 148+001228.0 5,0 121 10,4 12 93 A0051 Canyon 70. E of Mdws Pkwy Sta 147+00 1208.0 8,0 110 12,5 7 91 I A0052 Canyon 150. E of Mdws Pkwy Sta 147+001212.0 12,0 111 11.6 7 93 A0053 Canyon 300. E of Mdws Pkwy Sta 147+001219.0 10,0 107 10,4 7 89 A0054R Retest of A0053 1219,0 10,0 109 13,1 7 91 I A0055 Cyn Mdws Pkwy 120. E of Sta 146+80 1211.0 11.0 114 11.5 7 95 A0056 4-23'90 Lot 56 1179,0 0,0 125 10_1 12 96 A0057 Lot 52 1181.0 5,0 124 11,7 12 95 I A0058 Lot 49 1179,0 1.0 125 9,9 12 97 A0059 Lot 62 1185,0 1.0 124 10,4 12 96 A0060 Lot 59 1185,0 1.0 124 11 ,3 12 96 A0061 Lot 57 1188,0 6,0 114 12,1 7 95 I A0062 Lot 46 1185,0 9,0 116 13,2 7 96 A0063 Lot 61 1186,0 1.0 123 11.1 12 95 AOO64 Lot 35 1176,0 2,0 126 10,9 12 97 I A0065 Lot 22 1176,0 2,0 126 9,8 12 97 AOO66 Lot 21 1175,0 1,0 115 11.1 7 96 A0067 Lot 40 1176,0 2,0 116 12,4 7 96 A0068 Lot 37 1173,0 2,0 114 13,3 7 95 I A0069 Lot 18 1173,0 5.0 116 11.7 7 97 A0070 Lot 38 1175,0 1.0 125 10,4 12 96 A0071 Lot 16 1173_0 3,0 123 11.7 12 95 I AOO72 Canyon E. of Mdws Pkwy, Sta 146+40 1216_0 9,0 109 13,1 7 91 AOO73 Canyon E of Mdws Pkwy, Sta 147+90 1225,0 6,0 114 6,3 7 95 A0074 Canyon E of Mdws Pkwy, Sta 147+90 1218,0 6,0 111 6_4 7 92 I AOO75 Canyon E of Mdws Pk.wy, Sta 148+00 1227_0 10,0 106 14,4 7 88 A0076R Retest of A0075 1225,0 10,0 111 10,6 7 92 AOO77 Canyon E of Mdws Pk.wy, Sta 147+60 1225,0 8,0 109 10,1 7 91 A0078 Canyon E of Mdws Pk.wy, Sta 148+30 1226,0 9,0 111 12,6 7 93 I A0079" Canyon E of Mdws Pkwy, Sta 146+25 1213,0 11.0 111 10,1 7 93 ADOBO* Canyon E of Mdws Pkwy, Sta 148+20 1225_0 8,0 107 11.6 7 89 A0081R" Retest of ADOBO 1225,0 8,0 110 10,6 7 92 I A0082" Canyon E of Mdws Pkwy, Sta 148+00 1224,0 5,0 111 9,8 7 92 AD083* .. Canyon E of Mdws Pk.wy, Sta 146+80 1200,0 18,0 110 8,6 7 92 AOO84" .. Canyon E of MdwsPkwy, Sta 146+50 '223,0 11.0 1'1 11.1 7 92 I A0085 .. Canyon E of Mdws Pkwy, Sta 146+40 1220,0 10,0 112 12,5 7 93 AOO86 .. Tract 24131, Lot 50 1184,0 9_0 117 10,6 12 90 I I 6~ ------------- I I Paloma DeL SoL / Mesa Homes Project Nlnber: 88-81 -148-03 T A8LE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate FieLd Relative I IDENTI F Date Test Loeat i on Test Depth of Fill Dry Moisture Soil Compaction I CATION Elevation (ft) Below Te!;t (it) Dens i ty Content (%) Type (%) . . . . . . . . .. . . . . . . . . . ... .. . .. .. . . . . . . . . . . . . ~ ~. . . . - - - - - . - . . . . . . . . . . . . . . . . . - . -. -. . - . . . ....-................. ..................... A0087* 4-23-90 24131, Lot 57 1187,0 6,0 118 9_8 12 91 I A0088* Lot 47 1189,0 6,0 119 11.0 12 92 A0089* Lot 55 1187,0 9,0 117 13_6 12 90 A0090 Lot 52 1189,0 9,0 117 10.4 12 90 I A0091 Lot 60 1190,0 6,0 120 9,9 12 93 A0092 Lot 47 1186.0 6,0 120 10,1 12 92 Ao093 Lot 49 1186,0 8,0 121 11. 1 12 94 Ao094 Lot 53 1188,0 7,0 120 12,6 12 93 I A0095 Lot 54 1192,0 6,0 118 12,0 12 91 A0096 Lot 19 1176,0 3,0 125 9,1 10 96 A0097 Lot 34 1183,0 4,0 118 11,0 10 90 I A0098 Lot 38 1179,0 4,0 125 10,7 10 96 A0099 Lot 17 1174,0 4,0 123 10,4 10 95 A0100 Lot 36 1180,0 5,0 125 9,9 12 96 I A010l Lot 39 1177,0 4,0 121 11.7 12 93 A0102 Lot 34 1183,0 4,0 124 10,3 10 96 A0103 Lot 39 1178,0 4,0 124 10,9 12 96 A0104 Lot 20 1178,0 4.0 124 9_6 12 96 I A0105 Lot 39 1179_0 5,0 124 11.1 12 96 A0106 Lot 36 1180_0 5_0 126 10.6 12 97 A0107 Lot 20 1178,0 5,0 126 9,1 12 97 I A0108 Lot 16 1175,0 5,0 125 8_8 12 97 A0109 Lot 18 1175,0 5,0 124 11.9 12 95 A0110 Lot 21 1181.0 21.0 124 10,0 12 95 A0111 Lot 23 1190,0 28,0 125 10,6 12 96 I A0112 4-24-90 Meadows Parkway, Station 147+00 1216,0 22,0 108 12,0 7 90 A0113 " Meadows Parkway, Station 146+80 1216,0 23,0 111 11.3 7 92 AOl14 Meadows Parkway, Station 147+90 1225,0 25.0 113 10_6 7 94 I A0115 Meadows Parkway, Station 147+50 1221,0 28.0 110 9,1 7 91 AOl16 Meadows Parkway, Station 146+90 1217,0 25,0 108 8,8 7 90 AOl17 Meadows Parkway, Station 146+70 1215,0 28.0 116 11.9 7 97 I AOl18 Meadows Parkway, Station 147+00 1219,0 25,0 114 12,5 7 95 A0119 Meadows Parkway, Station 147+80 1221,0 23,0 116 11,3 7 95 A0120 Meadows Parkway, Station 147+40 1222,0 29,0 106 6_9 7 86 A0121R Retest of A0120 1222_0 29,0 112 9,3 7 94 I A0122 Meadows Parkway, Station 147+30 1220,0 25,0 108 12,6 7 90 A0123 " Meadows Parkway, Station 146+70 1216,0 26,0 110 11.1 7 92 A0124 " Meadows Parkway, Station 147+30 1213,0 18,0 111 13,3 7 93 I A0125 " Meadows Parkway, Station 147+70 1228,0 28_0 114 10,9 7 95 A0126 " Meadows Parkway, Station 147+00 1217,0 27,0 115 12,1 7 96 A0127 4,25,90 Lot 119 1217_0 35_0 109 10,1 7 91 I A0128 " Slope. Adj. Lot 123 1218_0 21.0 109 11.6 7 91 A0129 " Lot 123 1215,0 23,0 110 12,4 7 92 I I :A --.--- I I Project NlIJber: 88-81,148,03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Approximate POINT Test Approximate Approximate Field Relative IDENTI F Date Test Location Test Depth of Fill Dry Moisture Soil C~ction I lCATlON Elevation eft) Below Test (ft) Density Content (X) Type (%) ..---------_.............-------------------------_...-.-........--.....------------------..-.--..-------.--..--................ A0130 4-25'90 Tr.ct 24131, Lot 121 1214,0 27,0 111 13,1 7 93 I A0131 Slope, Adj, Lot 120 1216,0 29,0 109 9,9 7 91 A0132 Lot 124 1219,0 24,0 110 8,6 7 92 A0133 Lot 124 1218,0 24,0 112 7,9 7 93 I A0134 Lot 119 1217,0 35,0 110 10,1 7 92 A0135 Lot 134 1215,0 27,0 108 12,3 7 90 A0136 Slope, Adj, Lot 120 1216,0 29,0 109 13,1 7 91 A0137 Lot 120 1217,0 35,0 114 12,6 7 95 I A0138 4-26'90 Canyon E. of Hdws Pkwy. St. 147+00 1219.0 22,0 110 8,6 7 91 A0139 Canyon E of Hdws Pkwy. Sta 147+80 1220,0 8,0 109 10,1 7 91 A0140 Canyon E of Hdws Pkwy. St. 147+50 1215,0 7,0 112 11,3 7 93 I A0141 Canyon E of Hdws Pkwy. St. 147+40 1224,0 17,0 108 12,9 7 90 A0142 Canyon E of Hdws Pkwy, St. 146+50 1216,0 9,0 109 10,6 7 91 A0143 Canyon E of Hdws Pkwy, St. 146+80 1219,0 17,0 108 10,1 7 90 I A0144 Canyon E of Hdws Pkwy, St. 146+70 1224,0 17,0 110 9,6 7 91 A0145 Canyon E of Mdws Pkwy, St. 147+50 1216,0 14,0 108 12,6 7 90 A0146 Canyon E of Mdws Pkwy. St. 147+70 1223,0 8,0 110 13,3 7 91 A0147 Canyon E of Hdws Pkwy, St. 146+80 1219,0 22,0 109 15,1 7 90 I A0148 4-27'90 Lot 117 1222,0 35,0 111 8,9 7 92 A0149 u Lot 118 1219.0 32,0 112 11.6 7 93 A0150 u Lot 119 1219,0 35,0 110 12,1 7 92 I A0151 u Lot 120 1217.0 35,0 109 12,5 7 90 A0152 u Lot 121 1215.0 33,0 108 9,1 7 90 A0153 u Lot 119 1219,0 34,0 109 10,6 7 90 A0154 " Lot 117 1222,0 37,0 111 11.3 7 92 I A0155 u Lot 122 1216,0 33,0 111 10,9 7 92 A0156* u Tr.ct 24131,3, Lot 22-3 1815,0 7,0 114 12,0 7 95 A0157* u Lot 35-3 1815,0 6,0 112 10,5 7 93 I A0158 u Lot 21.3 1186,0 9,0 114 11.3 7 95 A0159 u Lot 39,3 1186,0 11.0 114 10,8 7 95 A0160 u Lot 37-3 1187,0 13,0 111 12,0 7 92 I A0161 " Corte I llora St. . Adj. Lot 36-3 1187,0 13,0 114 9,7 7 95 A0162 u Lot 19-3 1166,0 17,0 106 10,3 7 89 A0163R u Retest of A0162 1188.0 17,0 114 10,4 7 95 A0164 4-30-90 Lot 13-3 1183,0 3,0 109 12,3 17 92 I A0165 u Lot 15-3 1183,0 7,0 108 11.9 17 91 A0166 u Lot 36-3 1183,0 2,0 108 11.7 17 91 A0167 u Lot 14.3 1185,0 7,0 108 11,6 17 91 I AOl68 " Lot 36-3 1185,0 3,0 111 12,8 17 93 A0169 Via Arias, Adj. Lot 13-3 1185,0 5,0 112 13,1 17 94 A0170* " Via Arias & Calle Avella 1185,0 10,0 116 14,6 17 98 A0171* u Lot 20,3 1187,0 13,0 112 10,8 17 95 I AOl72 u Lot 35-3 1187,0 3,0 108 14,4 17 91 I I ~ I I Paloma Del Sol I Mesa Homes Project NlITber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESU~TS POINT Test Approximate Approximate Approximate Field Relative I IDENT! F Date Test Location Test Depth of Fi II Dry Moisture Soi 1 Compaction I CAT! ON Elevation eft) Below Test eft) Dens i ty Content (%) Type (%) ..............-.....--.......................-......--.--...........-.-.....-............--..................................... A0173 4,30,90 Tract 24131-3, Lot 36-3 1187,0 10,0 108 13,8 17 91 I A0174 .. Lot 38-3 1187,0 11.0 110 10,2 17 92 A0175 .. Corte Illora St., Adj, Lot 39- 3 1189,0 11,0 105 11,7 17 88 A0176R .. Retest of A0175 1189,0 11.0 111 12,5 17 93 I AOl77 .. Lot 33,3 1189,0 5,0 114 10,6 17 96 A0178* .. Lot 23-3 1189,0 5,0 108 10,4 17 91 AD 179 5-01-90 Tr24131, Corte Gardano, Adj lot 83&561212,0 28,0 117 12,9 12 90 A0180 Lot 122 1214,0 29,0 117 12,2 12 90 I A0181 Lot 119 1218_0 36,0 122 10,7 9 94 A0182 Lot 58 1196,0 10,0 121 10,2 12 93 A0183 Lot 48 1190,0 13_0 121 9,5 10 93 I A0184 Lot 60 1195_0 7,0 120 9,2 10 92 A0185 Lot 58 1195,0 17,0 120 7,5 10 93 A0186 Lot 120 1216,0 30,0 120 11,2 12 93 I A0187 Meadows Park.way, Sta 147+50 1218,0 20_0 110 11.0 7 92 A0188 Meadows Park.way, Sta 148+10 1218,0 20,0 110 10,5 7 91 A0189.... lot 47 1189,0 14,0 117 10,4 10 90 A0190* Lot 47 1182,0 9.0 113 13,2 7 94 I A0191 Lot 36 1189,0 12,0 117 12,2 12 90 A0192 lot 39 1189_0 13,0 115 11,8 12 80 A0193 Lot 17 1179,0 9,0 120 9,4 12 92 I A0194R Retest of A0192 1189,0 13,0 121 10,2 12 93 A0195 Tract 24131-2, Lot 113-2 1160,0 0,0 118 9,9 12 91 A0196 Lot 17,2 1155,0 0,0 119 11,1 12 92 A0197* 5-02-90 Lot 89- 2 1158,0 2,0 115 11.3 12 89 I A0198* .. Lot 112-2 1162,0 2,0 116 11.0 12 89 A0199R* .. Retest of A0197 1158,0 2,0 118 11.0 12 91 A0200* .. Lot 88-2 1160,0 3_0 120 10,0 12 93 I A0201* .. Lot 16-2 1157,0 3,0 116 11.0 12 90 A0202R* .. Retest of A0198 1162,0 2,0 117 11.1 12 90 A0203* .. Greenbelt, Adj. lot 82-2 1168,0 2_0 112 13,0 7 94 I A0204 No Test A0205 No Test A0206 No Test A0207 .. Tract 24131, Lot 55 1207,0 27,0 120 12,3 12 93 I A0208 .. Via Jumilla Street, Adj. to Lot 122 1210,0 28.0 121 10_7 12 93 A0209 .. Lot 118 1218,0 28,0 120 11.2 12 92 A0210 .. McCabe St., Station 27+40 1219,0 12,0 120 10,7 12 93 I A0211 .. McCabe Street, Station 26+30 1220,0 24,0 119 10,9 12 92 A0212 5-03-90 Lot 82 1207,0 10,0 109 7,3 7 91 A0213 .. Lot 61 1202,0 14,0 111 8,7 7 92 I A0214 .. Lot 43 1195_0 14,0 110 8,6 7 91 A0215 .. Lot 59 1202,0 15,0 112 9,1 7 93 I I 40 I I Paloma Del Sol / Mesa Homes Project Nunber: 88-81-148-03 1ABlE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate ApproximatE Field Relative IDENTlF Date Test location Test Depth of Fi II Dry MoisturE- Soil Compaction I ICATIDN Elevation (ft) Below Test (1t) Density Content (%) Type (%) .......................----------........-....-.........-...--..............................-....-.-------..---.-.....---..----. A0216 5-03-90 Tract 24131. lot 57 1201,0 17,0 111 10,1 7 92 I A0217 lot 121 1208,0 26,0 110 8,3 7 91 A0218' lot 50 1201.0 23,0 110 11.1 7 91 A0219' lot 60 1204,0 18,0 111 9,9 7 93 I A0220' lot 81 1209,0 7,0 112 8.9 7 93 A0221 Corte Gardano, Adj, lot 82 1208,0 21.0 112 10,5 7 93 A0222 lot 122 1215,0 30,0 111 12,9 7 92 A0223 lot 42 1201,0 5,0 111 10,8 7 92 I A0224 lot 48 1203,0 28,0 110 10.9 7 91 A0225 Corte Gardano, Adj, lot 58 1206,0 16,0 111 11.1 7 92 A0226 lot 53 1200,0 18,0 107 8,6 7 89 I A0227R Retest of A0226 1200,0 18,0 109 10,6 7 90 A0228 lot 84 1208,0 21.0 109 9.3 7 91 A0229 Tract 24131-3, lot 34-3 1196,0 18,0 112 10,1 7 93 I A0230 Tract 24131, lot 48 1201.0 23,0 114 11,3 7 94 A0231 lot 50 1202,0 28,0 111 12,5 7 92 A0232 Corte Gardano, Adj. Lot 60 1202,0 10,0 108 13_1 7 90 A0233 Lot 48 1203,0 22,0 116 9,5 7 96 I A0234 lot 49 1203_0 29,0 110 10,2 7 91 A0235* l.ot 56 1207.0 25.0 110 9,6 7 92 A0236* lot 50 1202,0 24,0 110 11.6 7 92 I A0237 lot 53 1201.0 21.0 108 10,8 7 90 A0238 lot 51 1207,0 20_0 110 11.6 7 91 A0239 lot 48 1203,0 28,0 111 10,1 7 92 A0240 Tr24131-1/Montelegro ~y Adj lot 13-1 1123,0 0,0 121 8,4 9 93 I A0241 lot 15-1 1125,0 0,0 119 8,1 9 91 A0242 Slope Adj, lot 74-1 1130,0 0,0 111 5,3 9 86 A0243R Retest of A0242 1130,0 0,0 118 8,3 9 90 I A0244 lot 86-1 1129,0 1.0 111 4,8 9 86 A0245R Retest of A0244 1129,0 1,0 121 7,6 9 93 A0246* lot 85-1 1134,0 1.0 129 7,5 9 99 I A0247' lot 75-1 1133,0 1.0 119 8,5 9 92 A0248 Lot 76-1 1133,0 1.0 122 8_3 9 94 A0249 Via Candeleda, Adj, lot 33-1 1143,0 1.0 120 7,7 9 92 A0250 lot 80-1 1143,0 1,0 114 4,9 9 88 I A0251R Retest of A0250 1143.0 1,0 122 7,1 9 94 A0252 lot 31-1 1138,0 1.0 119 6,9 9 92 A0253 Tract 24131, ~ot 46 1201.0 22.0 111 13,2 7 92 I A0254 lot 50 1203,0 25,0 110 12,5 7 91 A0255 Lot 48 1205,0 28,0 110 9,6 7 92 A0256 lot 56 1209_0 27,0 109 9,9 7 90 A0257 " lot 46 1201.0 24_0 111 11.4 7 92 I A0258 " lot 51 1208,0 33,0 109 10,6 7 91 I I I I ~ I I I Paloma Del Sol/Mesa Homes Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximnte Field Relative I IDENTI F Date Test Location Test Depth of Fi l t Dry Moisturp. Soil COfTllaction ICATION Elevation (ft) Below Te!;! (ft) Density Content (%) Type (%) ~~o ~~.~~..... o. ..... ....... 0......... .... 0 0........ ~_. ....... ...... ........0.. 00 ~~ o~ _.. _ 0............. .... ...................... A0259 5'03-90 Tract 24131, Lot 56 1209,0 27,0 106 12,3 7 91 I A0260 " Lot 56 1209.0 27,0 109 12,6 7 91 A0261 " Lot 53 1202,0 20,0 107 11.8 7 89 A0262R " Retest of A0261 1202,0 20,0 108 11.7 7 90 I A0263 5-04-90 Lot 49 1205,0 28,0 110 12,1 7 91 A0264 Lot 50 1204,0 26,0 111 13,1 7 92 A0265 Tract 24131.1, Lot 76-1 1133,0 0,0 125 7,2 9 96 A0266 Lot 79- 1 1138_0 0,0 120 7,6 9 92 I A0267 Lot 30- 1 1140,0 0,0 122 8,1 9 94 A0266 Lot 81,1 1136,0 1,0 119 6,7 9 92 A0269 Lot n-1 1142,0 2,0 115 5,3 9 88 I A0270* Lot 78-1 1141.0 5,0 121 7,0 9 93 A0271* Via Bande, Adj, Lot 79, 1 1142,0 2,0 116 7,4 9 91 A0272 Lot 32-1 1139,0 2,0 118 6_4 9 91 I A0273 Lot 33- 1 1141.0 2,0 114 5,1 9 88 A0274 Meadows Parlcway, Adj, Lot 32- 1 1144,0 2,0 120 6,9 9 92 A0275* Lot 30-1 1145,0 2,0 122 7,6 9 94 A0276* Slope, Adj, Lot 30-1 1143,0 2,0 121 7,7 9 93 I A02n Lot 30'1 1147,0 2,0 121 7,5 9 93 A0278 Lot 33-1 1145,0 2,0 112 4,9 2 86 A0279 Meadows Parkway, Adj, Lot 33-1 1147_0 2.0 122 8.3 9 94 I A0280 Lot 14-1 1127,0 3,0 119 7,0 9 92 A0281 Lot 87-1 1131.0 3,0 123 7,4 9 95 A0282 Slope, Adj, Lot 83.1 1133_0 3,0 124 7,3 9 95 A0263 Lot 75-1 1134,0 3,0 125 8,3 9 97 I A0284 Lot 83-1 1137,0 3,0 123 6,7 9 94 A0285R " Retest of A0269 1142,0 2,0 117 7_0 9 90 A0286R " Retest of A0273 1141.0 2,0 118 7_4 9 91 I A0287R " Retest of A0278 1145_0 2,0 122 6,1 9 94 A0288 5-07'90 Lot 94- 1 1143,0 6,0 114 5,2 9 87 A0269 Lot 17-1 1143,0 13,0 110 4,7 9 65 I A0290 Lot 80.1 1146,0 11.0 107 4,9 9 83 A0291 Via Candeleda, Adj. Lot 79-1 1146_0 10,0 113 5,1 9 87 A0292R Retest of A0268 1143,0 6,0 120 7,4 9 92 A0293R Retest of A0289 1143,0 13,0 119 7,9 9 91 I A0294R Retest of A0290 1146,0 11.0 122 6_7 9 94 A0295R Retest of A0291 1146,0 10,0 121 7,2 9 93 A0296 No Test I A0297 No Test A0296 No Test A0299 No Test I A0300 No Test A0301 No Test I I I ~ I I Paloma Del Sol / Mesa Homes Project Nl.ITlber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELO TEST RESULTS POINT Test Approximate Approximate Approximc.te- Field Relative I DENT! F Date Test Location Test Depth of Fi II Ory MoisturE' Soil Corrpacti on I I CAT! ON ELevation (ft) Below Tes-t (ft) Density Content (%) Type (%) . . . .. . . . . . . - - - - . - - . .. -........ . . ~ . . .. - - - - . . - . - . - - - - - - -. . . . . . . . . . - - - - - . . . . . . . . . . . . . . . . . . . -. - . . . - . . - . - . . . . . . . - . - - - . . - - - - - . . . . . - - -. A0302 No Test I A0303 No Test A0304 5-07-90 Tract 24131, lot 46 1202,0 25,0 108 12,2 7 90 A0305 Lot 50 1204,0 23,0 113 9,1 7 94 I A0306 lot 49 1207,0 30,0 114 11.7 7 95 A0307 lot 56 1210,0 28,0 109 12,3 7 90 A0308 lot 53 1203,0 21.0 110 12,9 7 92 A0309 Lot 51 1209,0 32,0 110 11.9 7 92 I A0310 Lot 48 1205,0 27,0 112 12_6 7 93 A0311 Lot 56 1209_0 27_0 110 13,9 7 92 A0312 lot 52 1204,0 27,0 109 12,7 7 91 I A0313 Lot 58 1211.0 27.0 110 13,6 7 91 A0314 Lot 46 1205,0 28,0 109 11.7 7 91 A0315 lot 50 1207,0 26,0 109 12.3 7 91 A0316 Lot 101 1220,0 3,0 109 12,7 7 90 I A0317 Lot 95 1217_0 5,0 110 13,9 7 92 A0318 Lot 105 1226,0 4,0 110 14,1 7 92 A0319 Lot 107 1218,0 2,0 108 13,7 7 90 I A0320 Lot 93 1220,0 5,0 109 11,1 7 91 A0321 lot 97 1223,0 5,0 110 12_6 7 92 A0322 Lot 110 1215,0 8,0 109 13,9 7 91 I A0323 Lot 104 1227,0 3,0 108 12,0 7 90 A0324 Lot 103 1223,0 3,0 108 12,4 7 90 A0325 Lot 106 1226,0 7,0 109 13.9 7 91 A0326 No Test I A0327 5-08-90 Lot 109 1219,0 12,0 109 11,0 7 91 A0328 " Lot 96 1225,0 11,0 109 14,3 7 90 A0329 Lot 100 1222_0 6_0 lOB 14,9 7 90 I A0330 Camino Herencia, Adj, Lot 94 1224_0 8_0 107 13,6 7 89 A0331 Lot 105 1228,0 3,0 108 15,3 7 90 A0332 Lot 94 1226_0 11.0 108 12,9 7 90 I A0333 Lot 102 1225,0 8,0 110 11.4 7 92 A0334 Lot 108 1222,0 9_0 108 13,7 7 90 A0335 Lot 108 1224,0 3,0 109 15,6 7 91 A0336 Lot 95 1228,0 13,0 108 14_3 7 90 I A0337 Camino Herencia, Adj Lot 96 1226,0 11.0 111 12,1 7 93 A0338 Lot 101 1226,0 10,0 111 11.0 7 92 A0339 Lot 93 1227,0 8,0 109 14,1 7 91 I A0340R Retest of A0330 1224_0 8,0 109 13,9 7 91 A0341 5.09-90 Lot 112 1203,0 5,0 111 10,6 7 93 A0342 " Lot 115 1193,0 4,0 109 12,8 7 91 A0343 " Lot 85 1218,0 5,0 108 13,2 7 90 I A0344 " Camino Herencia, Adj Lot 85 1219,0 6,0 112 10,7 7 93 I I IJ^< I I Paloma Del Sol/Mesa Homes Project NLmber: 68-81-148-03 TABLE 1 I SUMMARY OF FIE~O TEST RESULTS POINT Test Approximate Approximate Approximate FieLd Relative IDENT! F Date Test Location Test Depth of Fill Dry Moisture Soil Coopaction I I eAT! ON Elevation (ft) Below Test (ft) Density Content (%) Type (%) ............................-------.........--....-.---.--....--..-----------...--.".-----..--.----.--....................-----. A0345 5-09-90 Tract 24131, lot 83 1205,0 7_0 113 12,9 7 94 I A0346 " Lot 84 1197,0 7,0 110 10,1 7 92 A0347 " Lot 113 1209,0 11.0 109 10_9 7 91 A0348 " Lot 110 1216,0 9,0 113 9,5 7 94 A0349 " Lot 117 1195,0 7_0 112 11.6 7 93 I A0350 " Lot 111 1217,0 19,0 110 12,1 7 92 A0351 " Lot 112 1217,0 19,0 110 10,9 7 92 A0352 " Lot 116 1200,0 7,0 109 12,1 7 91 I A0353 " Lot 85 1221,0 8,0 108 11.7 7 90 A0354 " Lot 83 1213,0 15,0 111 12,4 7 92 A0355 " Lot 77 1223,0 7,0 109 12,9 7 91 I A0356 " Via JumiLla Street Adj lot 120 1200,0 12,0 110 11.4 7 92 A0357 5- 10-90 Jr. 24131-2, Greenbelt, Adj. Lot 81 -21 172,0 4,0 108 8,8 7 90 A0358 Greenbelt, Adj. Lot 83-2 1171.0 3_0 110 8,6 7 91 A0359 Lot 80-2 1177,0 2,0 109 8,6 7 93 I A0360 Lot 81-2 1177.0 7,0 108 10,6 7 90 A0361 Lot 85-2 1180_0 5,0 105 9_8 7 87 A0362 Greenbelt, Adj, Lot 78- 2 1189,0 4_0 112 10,6 7 94 I A0363 Lot 78-2 1185,0 6,0 109 11.3 7 91 A0364R Retest of A0361 1180.0 5_0 111 10.1 7 93 A0365 Lot 86-2 1180,0 10,0 111 8,1 7 93 I A0366 Lot 79-2 1180,0 12,0 108 8,4 7 90 A0367 " Lot 84-2 1179,0 7,0 101 22,0 16 85 A0368 " Lot 20-2 1175.0 7,0 102 16-5 16 86 A0369 " Lot 41-2 1204,0 8,0 120 10,0 12 92 I A0370 " Greenbelt, Adj, Lot 77-2 1204,0 2,0 120 10.0 12 93 A0371 " Lot 19-2 1170,0 6,0 108 93,0 7 90 A0372 " Greenbelt, Adj, Lot 84-2 1171.0 7,0 108 9,4 7 90 I A0373 " Lot 81-2 1180_0 5,0 111 8,6 7 93 A0374 " Lot 82-2 1181.0 4,0 111 8,0 7 93 A0375 Lot 19,2 1169_0 5,0 103 15_8 7 87 I A0376 Tract 24131-', lot 34-3 1198.0 5,0 110 13,1 7 92 A0377 Lot 35-3 1199,0 21.0 109 14,3 7 90 A0378 Lot 23-3 1200_0 2,0 112 12,9 7 93 A0379 Tract 24131-3, Lot 12-3 1188_0 4_0 110 11.4 7 92 I A0380 Lot 15-3 1186,0 8,0 109 12,6 7 91 A0381 Tr, 24131, Lot 37 1177,0 4,0 108 13,7 7 90 A0382 Lot 38-3 1172,0 2_0 110 11.1 7 97 I A0383 Lot 17 1182,0 12,0 108 11.9 7 90 A0384 Lot 19 1189,0 19,0 110 14,1 7 92 A0385 fr. 24131-2, Greenbelt. Adj. Lot 81-21171,0 3,0 107 13,2 7 90 I A0386 Greenbelt, Adj _ Lot 79-2 1176,0 4.0 110 10_3 7 91 A0387 Lot 80-2 1176,0 2,0 109 11,7 7 90 I I VP I I Paloma Del Sol I Mesa Homes Project Nl.IT1ber: 88-81 - 148-03 TABLE 1 I SUMMARY OF FIELO TEST RESULTS POINT Test Approximate Approximate ApproximctE' Field Relative IDENT I F Date Test location Test Oepth of Fill Ory MOl sturE' Soil Compaction I ICATION Elevation eft) Below Test (tt) Density Content (%) Type (%) ..........---.----.---------------..-..--.---------------------------------------.....----.........--------.-----...----.------- A0388 5-10-90 Tract 24131-2, lot 78-2 1186.0 4,0 111 10,8 7 97 I A0389 " Lot n-2 1186,0 2_0 108 14,4 7 90 A0390 " Greenbelt, Adj. lot 83-2 1171.0 5,0 108 12,9 7 90 A0391 Tract 24131-', Lot 35-' 1189,0 7,0 109 13,9 7 91 I A0392 Tract 24131-2, Lot 11 1197,0 3,0 110 12,8 7 92 A0393 Tract 24131-', Lot ,,-, 1148,0 3,0 111 10,8 7 92 A0394 Tract 24131-3, lot 32-3 1203,0 2,0 109 11.1 7 91 A0395 Calle Avella, Adj. Lot 36-3 1200,0 18,0 109 14,9 7 91 I A0396 Tract 24131, Lot 45 1187,0 5,0 110 13.7 7 91 A0397 lot 76 1220,0 6_0 108 13,5 7 90 A0398 lot 74 1222,0 6,0 108 12,7 7 90 I A0399 Corte Gardano, Adj, lot 62 1218,0 17,0 108 14,4 7 90 A0400 5-11-90 Tract 24131-', lot 13-1 1130,0 6,0 123 7,5 9 95 A0401 lot 14-1 1130,0 6,0 124 8,0 9 96 A0402 lot 16-1 1134,0 6,0 115 5,0 9 88 I A0403 Calle Carabana, Adj, lot 17-1 1133,0 8,0 114 5,3 9 88 A0404 Lot 85-' 1137,0 6,0 104 5,1 9 80 A0405 lot 13-1 1135,0 8,0 123 6,1 9 95 I A0406R Retest of A0402 1134,0 6,0 123 6,0 9 95 A0407 Montelegro Way, Adj. lot 14-' 1131.0 8,0 124 6,2 9 96 A0408 Tr. 24131-2, Greenbelt, Adj. lot 81-21179,0 12,0 109 13,0 7 91 I A0409 lot 86.2 1181.0 16,0 '10 13,0 7 91 A0410 Greenbelt, Adj, lot 83-2 1179,0 19,0 110 11.0 7 92 A0411 " Greenbel t, Adj, lot 85-2 1183,0 13,0 109 10,2 7 90 A0412 " lot 80-2 1184,0 12,0 111 9,6 7 92 I A0413 " lot 89-2 1162,0 4,0 113 12,5 7 94 A0414 " lot 18-2 1159,0 2,0 118 10,7 7 98 A0415 " Greenbelt, Adj, lot 83-2 1182,0 14,0 110 9,0 7 92 I A0416 " Greenbelt, Adj, lot 82-2 1175,0 8,0 116 9,0 8 97 A0417 " Greenbel t, Adj, lot 81-1 11 76,0 12,0 114 8,6 12 95 A0418 " Greenbelt, Adj_ lot 82-2 1185,0 17,0 109 11.0 7 90 A0419 " lot 83-2 1184,0 8,0 112 8,3 7 93 I A0420 " lot 40-2 1193,0 20,0 117 9_0 12 90 A0421 " lot 42-2 1195_0 9,0 120 11,0 12 93 A0422 " lot 18-2 1170.0 11.0 117 9.3 12 90 I A0423 " Camino Caruna, Adj. lot 89,2 1171.0 13,0 118 10_2 12 91 A0424 " Greenbelt, Adj. lot 82-2 1182,0 15,0 119 8,0 12 92 A0425 " lot 82-2 1183,0 3,0 119 12,0 12 92 I A0426 " lot 88-2 1169.0 10_0 117 6,0 12 90 A0427 " lot 112-2 1169,0 9,0 120 7,1 12 93 A0428 " Greenbelt, Adj, lot 85-2 1185,0 20,0 116 9,2 12 90 A0429 " Greenbelt, Adj. lot 84-2 1186,0 20_0 112 10.3 7 94 I A0430 " Tr. 24131, Greenbelt, Adj. lot 82-2 1179,0 8,0 113 11.0 7 94 I I rJ.. I I Paloma Del Sol/Mesa Homes Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IOENTIF Date Test Location Test Depth of Fi II Dry Moisture Soil Compaction I ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) .--.----........-.-...........--........-.....-------........-..-......................................-.-...-.----....--....... A0431 5-11 -90 Tr 24131.2, Greenbelt, Adj. Lot 82-2 1182,0 4,0 108 12,7 7 90 I A0432 Greenbelt, Adj. Lot 80.2 1182,0 6,0 109 10_1 7 91 A0433 Greenbelt, Adj. Lot 84-2 1182,0 6,0 109 13,2 7 91 A0434 Tr 24131-1, Greenbelt, Adj. Lot 85.2 1177,0 8,0 109 10,9 7 91 I A0435 Lot 81-2 1182,0 7,0 109 12.2 7 91 A0436 Lot 83-2 1187,0 5,0 109 11.9 7 91 A0437 Lot 85.2 lln,O 6_0 111 10,3 7 92 A0438 Greenbelt, Adj, Lot 81-2 lln,O 7,0 109 12,7 7 91 I A0439 Greenbelt, Adj_ ~ot 81-2 1177_0 11,0 108 11.3 7 90 A0440 Greenbelt, Adj, Lot 82-2 1176,0 10,0 110 14,2 7 91 A0441 Greenbelt, Adj, Lot 82-2 1177,0 9_0 109 13,7 7 91 I A0442 Lot 82.2 1178,0 5_0 108 12,8 7 90 A0443 " Lot 83-2 1190,0 8,0 108 13,1 7 90 A0444 " Lot 78-2 1177,0 7,0 109 14.7 7 91 A0445 " Lot n-2 1189,0 5,0 109 12,1 7 90 I A0446 5,14,90 Greenbelt, Adj. Lot 85.2 1213,0 5,0 110 12,6 7 92 A0447 Tract 24131, Lot 33 1213,0 20,0 108 13,1 7 92 A0446 Lot 23 1205,0 7,0 108 12,1 7 90 I A0449 Lot 24 1218,0 10,0 109 11,9 7 91 A0450 Lot n 1193_0 9,0 112 12_3 7 93 A0451 Lot 34 1194,0 12,0 111 10,4 7 92 I A0452 Lot 11 1199_0 9,0 110 11.3 7 91 A0453 Lot 25 1210,0 10,0 109 13,6 7 91 A0454 Lot 9 1205,0 7,0 109 13_4 7 91 A0455 Tract 24131-3, Lot 32,3 1202,0 5,0 109 11,7 7 91 I A0456 Lot 35-3 1189,0 6,0 108 10,1 7 90 A0457 Lot 33-3 1198,0 10,0 110 14,6 7 92 A0458 Tract 24131, Lot 10 1203,0 6,0 111 13_1 7 93 I A0459 Lot 10 1203,0 6,0 108 12,8 7 90 A0460 Tract 24131-3, Lot 32-3 1204,0 7_0 109 11.1 7 90 A0461 Tr, 24131, Lot 25 1216_0 8_0 108 12,3 7 90 I A0462 Lot 9 1207,0 9,0 109 13.6 7 91 A0463 " Lot 14 1197_0 12_0 110 14,1 7 92 A0464 " Lot 35 1193,0 11.0 108 11.9 7 90 A0465 " Lot 11 1196,0 14,0 111 12_4 7 92 I A0466 5-15-90 Tract 24131-2, Lot 59-2 1203,0 12,0 112 10_1 7 94 A0467 Lot 84-2 1186,0 10,0 111 9,7 7 92 A0468 Lot 81-2 1185,0 10,0 110 11,3 7 92 I A0469 Greenbelt, Adj, Lot 80-2 1180,0 10,0 109 10,9 7 91 A0470 Greenbelt, Adj, Lot 80,2 1185,0 15,0 110 8,9 7 91 A0471 Lot 67-2 1217,0 6,0 108 12,4 7 90 I A0472 Lot 63-2 1200,0 6,0 108 11.1 7 90 A0473 Lot 76-2 1195,0 7,0 109 10,3 7 91 I I cqv ---------- I I Paloma Del Sol I Mesa Homes Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Approximate Approximate Field Relative POINT Test Approximate !DENT! F Date Test Location Test Depth of Fill Dry Moisture Soil Compaction I I CAT! ON Elevation eft) Below Test (ft) Dens i ty Content (%) Type (%) --.-................................................-..............................................-......---................... A0474 5-15-90 Tract 24131-2, Lot 62-2 1201.0 8,0 108 9,9 7 90 I A0475 " Lot 65-2 1209,0 6,0 111 13,1 7 92 A0476 " Lot 75-2 1200,0 7,0 109 12,7 7 91 A0477 " Lot 58-2 1208,0 5,0 110 11.3 7 91 I A0478 " Lot 79-2 1182,0 9,0 110 12,1 7 92 A0479 5-16-90 Lot 82-2 1184,0 4,0 121 9,0 12 93 A0480 Lot 84-2 1183,0 8,0 122 9,4 12 94 A0481 Corte Davila, Adj, Lot 84-2 1184,0 4,0 120 9,4 12 93 I A0482 Lot 83-2 1184_0 8,0 122 8_0 12 94 A0483 Lot 17-2 1169,0 14,0 117 9,0 12 90 A0484 Lot 19-2 1170,0 6.0 123 10,0 12 95 I A0485 Lot 19-2 1173_0 8.0 109 7,4 6 91 A0486 Lot 87.2 1173,0 13_0 110 8,0 6 92 A0487 Lot 18-2 1184,0 29,0 114 8_1 6 95 I A0488 Lot 88-2 1185,0 26,0 113 9,0 6 94 A0489 Greenbelt, Adj. Lot 79-2 1189_0 14_0 116 8,0 12 90 A0490 Greenbelt, Adj. Lot 84-2 1188,0 22_0 116 8,0 12 90 A0491 Camino Caruna, Adj. Lot 22-2 1193_0 11,0 113 9,1 6 94 I A0492 Lot 84.2 1192,0 12,0 113 9,4 6 94 A0493 Lot 85-2 1196,0 32,0 122 10.5 15 91 A0494 Lot 83,2 1198,0 13,0 121 10.0 15 90 , I A0495 Camino Caruna, Adj, Lot 21.2 1185,0 2,0 108 8,1 16 91 A0496 Greenbelt, Adj. Lot 81-2 1184,0 14,0 109 8,0 16 92 A0497 Lot 112-2 1187,0 24.0 107 9,0 16 90 A0498 Lot 59-2 1201,0 10,0 109 8,5 6 91 I A0499 Lot 57-2 1202,0 9,0 120 10,0 7 94 A0500 Lot 59,2 1203,0 8,0 112 9,0 7 93 A0501 Lot 58-2 1204,0 7,0 113 9,5 7 94 I A0502 Lot 56-2 1204,0 7,0 112 10,0 7 93 I A0503 Lot 74-2 1199,0 6,0 111 9,3 7 93 A0504 " Lot 58-2 1203,0 9,0 108 10,7 7 90 I A0505 " Lot 60-2 1197,0 9,0 109 13,1 7 91 A0506 " Lot 61-2 1197,0 9_0 110 12,4 7 91 A0507 " Lot 65-2 1210,0 7,0 110 11.6 7 92 A0508 " Lot 64-2 1205,0 11.0 108 10,1 7 90 I A0509 " Lot 62,2 1203,0 10,0 110 12,7 7 92 A0510 " Lot 60-2 1204,0 13_0 111 13,3 7 92 A0511 " Lot 73-2 1200_0 7,0 108 11.2 7 90 I A0512 " Lot 85 1189,0 13,0 108 10,1 7 90 A0513 5-17-90 Lot 113-2 1179,0 16,0 113 7.7 6 94 A0514 " Greenbel t, Adj, Lot 82-2 1178,0 13_0 125 7,0 15 94 I A0515 " Greenbelt, Adj, Lot 84-2 1178,0 13,0 117 7,0 9 90 A0516 " Lot 88-2 1174,0 15,0 113 7,2 6 95 I I V;~ ------ I I I Paloma Del Sol I Mesa Homes Project NlITlber: 88-81 - 148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field ReLative I I DENTl F Date Test location Test Depth of Fill Dry MoisturE- So; l Compaction ICATION Elevation (ft) BeLow Test (ft) Density Content (%) Type (%) ................................-.............................................--.-..--.--....................................... A0517 5-17-90 Tract 24131'2, ~ot 112-2 1174,0 14,0 117 8,2 9 90 I A0518 " Camino Caruna, Adj, lot 88,2 1175_0 18,0 118 8,3 9 91 A0519 " Slope, Adj lot 16-2 1161,0 6,0 116 10_4 6 97 A0520 " lot 16-2 1159,0 4,0 113 11,1 6 95 I A0521 " lot 13-2 1163_0 9,0 118 10,0 10 91 A0522 " lot 88-2 1165,0 6,0 120 9,5 10 92 A0523 5-18'90 lot 112-2 1183,0 22,0 110 10,0 7 92 A0524 " Greenbelt, Adj, lot 85.2 1185,0 18_0 120 10,3 10 92 I ADS 25 " Greenbelt, Adj, lot 83-2 1185,0 18,0 117 11.0 10 90 A0526 " Greenbelt, Adj. lot 82.2 1184,0 18,0 120 9,0 10 92 A0527 5'22-90 Tract 24131-2, lot 115-2 1170,0 3_0 112 8,0 7 93 I A0528 " Greenbelt, Adj. lot 81.2 1171.0 4,5 109 9,5 7 91 A0529 " Greenbelt, Adj. lot 81.2 1171.0 3,5 108 13.0 7 90 A0530 " lot 114-2 1171,0 6,0 108 10,0 7 90 I A0531 " lot 18,2 1179,0 8,0 118 10_0 10 91 A0532 " lot 17.2 1179,0 10_0 119 8.7 10 92 A0533 " lot 40-2 1181.0 11.0 118 9,0 10 91 A0534 " Tr 24131'2, Greenbelt, Adj. lot 80-2 1180,0 9,0 118 8,0 10 91 I A0535 " Greenbelt, Adj. lot 83'2 1180,0 14,0 119 10,3 10 92 A0536 " lot 81.2 1180_0 9,0 117 11.0 10 90 A0537 Tract 24131, lot 114 1205,0 16,0 107 11.1 7 90 I A0538 lot 116 1206_0 19,0 110 10,3 7 91 A0539 lot 116 1207,0 17_0 110 10_9 7 91 A0540 lot 117 1205,0 19,0 109 11.7 7 91 I A0541 Lot 120 1211.0 25,0 110 9,9 7 92 A0542 Lot 84 1210.0 22,0 110 12,1 7 92 A0543 lot 119 1218,0 18,0 118 7,4 10 91 A0544 ~ot 115 1209_0 15,0 120 8,1 10 92 I A0545 lot 118 1212,0 27,0 111 11.9 7 92 A0546 Meadows Parkway, Sta 148+70 1215,0 20,0 120 8,3 10 92 A0547 lot 117 1211,0 21.0 122 9,1 10 94 I A0548 5-23-90 Lot 50 1211.0 38_0 111 9_0 7 92 A0549 " lot 51 1211.0 32,0 115 7,0 7 96 A0550 " Lot n 1214,0 4,0 110 9,0 7 92 I A0551 " Lot 78 1214,0 5,0 114 8,5 7 95 I A0552 " lot 83 1212,0 12,0 111 7,5 7 93 ! A0553 " lot 84 1213,0 13,0 108 8,2 7 90 A0554 5-24-90 Lot 79 1217,0 15,0 112 8,0 7 93 I A0555 " lot 80 1217,0 16,0 113 7.0 7 94 A0556 " Lot 83 1214,0 25,0 110 10,2 7 92 A0557 " lot 84 1215,0 30,0 108 10,0 7 90 I A0558 " lot 58 1219,0 40.0 115 11.0 7 96 A0559 " lot 56 1220,0 40_0 115 9_0 7 95 I I 0 I I Project Nl.nber: 88,81'148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approx;mate Approx;mate Field Relative IDENTIF Date Test Locat;on Test Depth of Fill Dry Mo;sture SoiL Compaction II ~~~~~~~-,.,"",.,--_._,.,""'--_._..,""____.,.,'""~~~~~~~~,~:~~_.,~~~~~,~~~~_~:~~__~~~~~~:__~~~~~~~_~~~.~~"_~~~_______ A0560 5-24'90 Tract 24131, Lot 62 1220,0 19,0 125 10,2 9 96 I A0561 Lot 60 1222,0 18,0 123 9,4 9 94 A0562 Lot 116 1211.0 24,0 109 10,4 7 91 A0563 Lot 114 1215,0 26,0 109 11.9 7 91 A0564 Lot 120 1217,0 30,0 108 9,9 7 90 I A0565 Lot 117 1217,0 31.0 110 11.7 7 92 A0566 Lot 118 1217,0 32,0 110 12,1 7 92 A0567 " Lot 114 1223,0 29,0 109 10,7 7 91 I A0568 " Lot 84 1211.0 20,0 111 10,1 7 93 A0569 " Lot 118 1217,0 32,0 112 11,9 7 93 A0570 5-25-90 Lot 79 1218,0 18,0 111 11,0 7 93 I A0571 Lot 80 1220,0 20,0 111 12,0 7 92 A0572 Lot 83 1207,0 13,0 113 8,0 7 94 A0573 Lot 84 1200,0 20,0 112 7,0 7 93 A0574 Lot 62 1213,0 23,0 111 8,0 7 92 I A0575 Lot 63 1221.0 24,0 119 8,0 7 91 A0576 Lot 58 1204,0 23,0 106 7,0 7 90 A05IT Lot 56 1202,0 22,0 121 8,0 9 93 I A0578 Lot 78 1207,0 7,0 112 8,0 7 94 A0579 Lot IT 1216,0 11,0 110 9,0 7 92 A0580 Lot 54 1207,0 15,0 111 7,0 7 93 A0581 Lot 55 1212,0 22,0 110 8,0 7 92 ! I A0582 5,20,90 Tract 24131-2, Lot 19-2 1187,0 22,0 118 10,0 9 91 A0583 Lot 20-2 1192,0 22,0 116 10,0 9 90 A0584 Lot 13'2 1171,0 11,0 117 9,0 9 91 I A0585 Lot 12-2 1184,0 21.0 112 12,5 7 93 A0586 Lot 8-2 1188,6 0,0 122 9,0 9 94 A0587 Lot 9-2 1206,0 0,0 122 8,5 9 94 I A0588 Lot 34-2 1210,0 0,0 118 10,0 9 91 A0589 Lot 33,2 1210,0 2,0 114 8,0 7 96 A0590 Lot 15-2 1154,0 4,0 114 7,0 7 95 A0591 Lot 15-2 1159,0 6,0 111 10,5 7 93 I A0592 Tr 24131-3, Calle Avella Adj Lot 44-31200,0 7,0 114 8,5 7 95 A0593 Calle Avella, Adj, Lot 43-3 1200,0 7,0 112 9,0 7 94 A0594 Calle Avella, Adj, Lot 41,3 1202,0 9,0 115 8,0 7 95 I A0595 " Lot 32-3 1205,0 15,0 119 7,5 9 92 A0596 " Lot 32-3 1205,0 15,0 117 7,5 9 90 A0597 5-30-90 Tract 24131, Lot 47 1211.0 28,0 112 11,2 7 94 I A0598 " Lot 48 1209,0 32,0 110 11.0 7 92 A0599 " Lot 61 1212,0 22,0 108 8,0 7 90 A0600 " Lot 63 1212,0 22,0 109 7,2 7 91 A0601 " Lot 50 1210,0 32,0 116 9,0 7 96 I A0602 " Lot 51 1210,0 35,0 112 10,4 7 94 I \r)-6 I I I Project Number: 88'81-148-03 TA.BLE 1 I POINT SUMMARY OF FIELD TEST RESULTS Test Approximate Approximate Approximate Field ReLative IDENT I F Date Test Location Test Depth of Fill Dry Moisture Soil COI'IlXIction II ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ...........-...........-.--........--.....-----.-........--.....-............--........................................-........ A0603 5-30-90 Tract 24131, Lot 56 1209,0 28,0 114 8,3 7 95 I A0604 lot 57 1209,0 28,0 112 8,8 7 93 A0605 lot 43 1209,0 21.0 116 7,0 14 96 A0606 lot 54 1208,0 20,0 114 8,0 7 95 A0607 lot 46 1209,0 19,0 112 8,2 7 94 I A0608 lot 58 1209,0 26,0 109 9,0 7 92 A0609 lot 64 1222,0 5,0 110 11.0 7 92 A0610 lot 65 1219,0 1.0 114 7,6 7 95 I A0611 lot 104 1226,0 6,0 111 12,0 7 93 A0612 lot 109 1222,0 10,0 112 12,0 7 94 A0613 lot 111 1224,0 24,0 117 12,0 7 98 I A0614 lot 114 1222,0 29,0 117 11,5 7 97 A0615 lot 112 1220,0 25,0 112 9,0 7 93 A0616 lot 112 1218,0 24,0 112 8,0 7 93 A0617 lot 103 1207,0 7,0 113 11.0 7 94 I A0618 lot 108 1222,0 6,0 111 11,8 7 93 A0619 lot 109 1210,0 10,0 108 11.2 7 90 A0620 lot 111 1219,0 21,0 108 10,1 7 90 I A0621 Tr 24131'l,Calle Carbana Adj Lot 87-11229,0 3,0 122 8,1 9 95 A0622 lot 16-1 1127,0 1,0 121 7,3 9 94 A0623 lot 13,1 1128,0 2,0 123 7,9 9 95 I A0624 lot 14,1 1128,0 3,0 118 7,4 9 91 A0625 MonteLegro Way, Adj, lot 14-1 1126,0 2,0 12 9,4 9 95 A0626 MonteLegro Way, Adj, Via Naya 1126,0 2,0 120 10,5 9 93 A0627 lot 84-1 1133,0 2,0 123 7,7 9 95 I A0628 lot 74-1 1135,0 2,0 114 9,4 9 88 A0629 lot 31'1 1143,0 2,0 122 8,0 9 94 A0630 Via Candeledo, Adj, lot 33-1 1142,0 3,0 116 8,0 9 90 I A0631 lot 80-1 1141.0 2,0 125 8,9 9 96 A0632 lot 78- 1 1141.0 6,0 120 8,4 9 92 A0633 lot 82- 1 1138,0 3,0 125 9,5 9 96 A0634 Lot 75.1 1136.0 2,0 125 10,6 9 94 I A0635 Lot 75' 1 1139,0 3,0 120 7,0 9 92 A0636 5-30-90 Lot 32- 1 1140,0 3,0 123 7,6 9 95 A0637R " Retest of A0628 1135,0 2,0 121 7,9 9 93 I A0638 " lot 76-1 1138,0 6,0 120 8,1 9 92 A0639 5,31,90 Tract 24131, lot 62 1211.0 24,0 108 10,6 7 90 A0640 Lot 61 1213,0 28,0 109 11.1 7 91 I A0641 lot 65 1214,0 7,0 106 8,3 7 87 A0642 Lot 64 1218,0 11.0 105 8,4 7 88 A0643 lot 65 1216,0 3,0 105 10,6 7 84 A0644R Retest of A0642 1218,0 11,0 105 9,8 7 85 I A0645R Retest of A0644 1218,0 14,0 107 8,8 7 91 I I vJo I I Paloma Del Sol I Mesa Homes Project Nt.mber: 88-61 -148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approx i mate Approximate Approxim3te Field Relative I DENTI F Date Test Location Test Depth of Fill Dry Moisture Soil Co~action I I CATION Elevation (ft) Below Test (ft) Dens i ty Content (%) Type (%) ...............................................---..............-.-............................................................. A0646 5-31-90 Tract 24131, lot 53 1214,0 27,0 110 7,3 7 92 I A0647 Lot 67 1215.0 13,0 112 7,5 7- 94 A0648 lot 58 1213,0 32_0 116 5,5 7 97 A0649 lot 57 1212,0 32,0 118 6,0 7 98 I A0650 McCabe Drive, Adj. ~ot 112 1219,0 12,0 111 12,0 7 93 A0651 McCabe Drive, Adj, lot 112 1225,0 22,0 113 8,0 7 94 A0652 McCabe Drive, Adj, lot 112 1225,0 22,0 110 8,0 7 92 A0653 McCabe Drive, Adj, lot 113 1224,0 17,0 110 8,0 7 92 I A0654 McCabe Drive, Adj. Lot 112 1223,0 16,0 110 7,5 7 93 A0655 Tr 24131-1, Canyon E of Meadows Pkwy 1160,0 2,0 115 6_9 9 88 A0656 Canyon, East of Meadows Parkway 1160,0 2,0 110 7,6 12 85 I A0657 Canyon, East of Meadows Parkway 1161.0 1.0 116 7,1 12 90 A0658 Canyon, East of Meadows Parkway 1160,0 2,0 111 8,2 9 86 A0659 Canyon, East of Meadwos Parkway 1157,0 6,0 112 10,9 9 86 I A0660 Canyon, East of Meadows Parkway 1157,0 4,0 108 11.5 9 84 A0661 Canyon, East of Meadows Parkway 1158,0 4,0 109 8,0 9 84 A0662 Canyon, East of Meadows Parkway 1159,0 4,0 110 8_3 12 84 A0663 " Canyon, East of Meadows Parkway 1159,0 5,0 109 8,0 12 84 I A0664 " Canyon, East of Meadows Parkway 1158,0 11.0 114 4,0 9 88 A0665 Slope, Adj. lot 33.1 1157,0 14.0 119 7_6 9 92 A0666 " Meadows Parkway, Adj. Lot 31.1 1160,0 17,0 120 7,0 9 92 I A0667 " Tr 24131,3, Mdws Pkwy, Adj. lot 23-3 1192_0 5,0 110 7,0 7 92 A0668 " Tract 24131, Lot 19 1209,0 39,0 111 8,3 7 92 A0669 6/1/90 lot 21 1210,0 33_0 100 9,7 14 92 A0670 Lot 18 1208_0 40,0 108 10,6 14 94 I A0671 lot 23 1206_0 12,0 110 7,3 7 92 A0672 lot 39 1210,0 34,0 112 8_0 7 94 A0673 Lot 40 1212,0 36,0 122 11.8 9 94 I A0674 lot 24 1208,0 4,0 116 13,0 9 90 A0675 lot 23 1211.0 11,0 112 11.1 7 93 A0676 lot 19 1211.0 40,0 111 10,5 7 92 I A06n lot 18 1212_0 44,0 110 9,8 7 97 A0676 lot 21 1213,0 35,0 109 10,6 7 91 A0679 lot 21 1213,0 35,0 114 9,1 7 94 A0680 lot 24 1210,0 6,0 118 9,4 7 98 I A0681 lot 18 1210,0 40_0 120 11,1 9 92 A0682 lot 18 1210,0 40,0 112 10_2 7 94 A0683 Tract 24131.1, Lot 77.1 1153,0 20_0 113 5,0 9 87 I A0684 lot 80-1 1153.0 12,0 117 7,0 9 90 A0685 Lot 79.1 1154,0 15,0 116 4,2 12 90 A0686 Via Condeledo, Adj. Lot 78.1 1153,0 10,0 114 6_5 9 88 A0687 " Slope, Adj, lot 30-1 1157,0 13,0 110 8_0 12 86 I A0688 " Meadows Parkway, Adj. Lot 32.1 1157,0 15,0 116 6,8 12 90 I (p'\ I -----.-.------ I I Project Nl.ITtJer: 88-81-148-03 TA8LE 1 I SUMMARY OF FIELD TEST RESULTS Approximate POINT Test Approximate Approximate Field Relative IDENTl F Date Test Location Test Depth of Fill Dry Moisture SoH C~ction I I CATION Elevation eft) Below Test (ft) Density Content (%) Type (X) ----_..........-.----------------------------------------..--.----..------..--........-.----------------.-.-...----------------- A0689* 6-01-90 Tr 24131-1, Canyon W of Meadows Pkwy 1158.0 9,0 112 7,8 8 86 I A0690* " Canyon, West of Meadows Parkway 1150,0 1,0 111 5,6 9 85 A0691 " Easement Meadows Pkwy, Adj. Lot 32-' 1158.0 7,0 106 6,8 9 82 A0692 " Lot 15-1 1140,0 15,0 118 6,5 9 91 I A0693 " Lot 17-1 1141.0 11.0 116 7,7 12 90 A0694 " Lot 74,1 1150,0 16,0 120 7,4 9 92 A0695 " Lot 76,1 1151,0 17,0 120 6,7 9 92 A0696 " Lot 84-1 1142,0 14,0 119 8,0 9 92 I A0697 " Via Bonde, Adj. Lot 84-1 1143,0 3,0 117 10,0 9 90 A0698 6,4,90 Tract 24131, Lot 20 1211.0 38,0 114 9,1 7 94 A0699 Lot 21 1210,0 35,0 116 8,9 7 96 I A0700 Lot 23 1212,0 20,0 115 9,6 7 96 A0701 Lot 24 1212,0 9,0 116 10,2 7 96 A0702 Lot 24 1214,0 9,0 109 9,8 14 95 I A0703 Lot 25 1210,0 10,0 108 10,1 14 94 A0704 Lot 19 1212,0 42,0 106 12,4 14 93 A0705 Lot 18 1212,0 44,0 108 11.6 14 93 A0706 Lot 27 1211.0 8,0 114 11.6 7 95 I A0707 Lot 40 1214,0 46,0 112 11,0 7 94 A070S Lot 39 1214,0 41.0 116 10,1 9 90 A0709 Lot 36 1213,0 38,0 113 9,2 7 94 I A071 0 Corte Gardano, Adj, Lot 61 1220,0 20,0 112 12,1 7 93 A0711 Carte Cardano, Adj, Lot 78 1221,0 20,0 114 11,6 7 94 A0712 Lot 77 1219,0 4,0 118 10,0 9 91 A0713 Lot 82 1218,0 8,0 111 10,8 7 93 I A0714R 6,5,90 Retest of A0655 1160,0 2,0 118 9,1 9 91 A0715R Retest of A0656 1160,0 2,0 116 11.5 12 90 A0716R Retest of A0658 1160,0 2,0 120 8,9 9 92 I A0717R Retest of A0659 1157,0 6,0 120 9,5 9 92 A071llR Retest of A0660 1157,0 4,0 121 9,2 9 93 A0719R Retest of A0661 1158,0 4,0 118 10,8 12 91 I A0720R Retest of A0662 1159,0 4.0 120 11,7 2 92 A0721R Retest of A0663 1159,0 5,0 120 11,2 12 93 A0722R Retest of A0664 1158,0 11.0 118 8,1 9 91 A0723R Retest of A0683 1153,0 20,0 120 9,5 9 92 I A0724R Retest of A0686 1153,0 6,0 118 8,0 9 91 A0725R Retest of A0687 1157,0 13,0 120 10,9 12 93 A0726R Retest of A0689 1158,0 9,0 118 11,7 9 91 I A0727R Retest of A0690 1150,0 1.0 118 8,2 9 91 A0728R Retest of A0691 1158,0 7,0 120 8,0 9 92 A0729 Tract 24131, Lot 20 1215.0 44,0 115 11,2 7 96 I A0730 Lot 23 1214,0 21,0 111 10,9 7 93 A0731 Lot 27 1214,0 6.0 114 11.1 7 95 I (p~ I I I project Number: 88'81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fi\l Dry Moisture Soil Compaction II ~:~~~~~______.____...._____________.___........._.____--~~~~~~~~~.~~~~.._~~~~~-~~~~.:~.~~..~~~~~~~--~~~~~~~.:~~-~~---~~~------- A0732 6-05'90 Tract 24131, Lot 39 1216,0 40,0 114 10,2 7 94 I A0733 n Lot 21-3 1215,0 42,0 118 11.9 9 92 A0734 n Corte Illera, Adj, Lot 38 1217,0 42,0 111 9,6 7 92 A0735 n Corte I llora, Adj, Lot 36 1215,0 45,0 110 9,4 7 91 I A0736 n Corte Illora, Adj, Lot 34 1214,0 34,0 115 6,0 7 96 A0737 Lot 23 1216,0 18,0 112 7,0 7 93 A0738 Lot 22 1216,0 21.0 112 8,4 7 93 A0739 Lot 20 1215,0 43,0 110 9,2 7 92 I A0740 Tract 24131-1, Lot 15,1 1132,0 6,0 116 5,3 7 96 A0741 Lot 15.1 1132,0 6,0 117 5,3 7 97 A0742 Lot 17'1 1132,0 3,0 118 4,9 9 90 I A0743 Lot 16-1 1132,0 4,0 118 5,0 9 91 A0744 " Calle Carebena, Adj, Lot 14 1132,0 3,0 122 6,8 9 93 A0745 Calle Carsbena, Adj, Lot88 1132,0 3,0 119 8,2 9 91 I A0746 Lot 88-1 1130,0 0,0 126 6,9 9 97 A0747 Lot 86,1 1127,0 0,0 126 7,4 9 96 A0748 Lot 88-1 1132,0 2,0 118 5,0 9 90 A0749 Lot 86,1 1132,0 2,0 122 7,0 9 93 II A0750 Tract 24131, Lot 23 1216,0 16.0 110 9,2 7 92 A0751 Lot 20 1215,0 45,0 116 6,3 7 96 A0752 Lot 23 1216,0 16,0 108 11.9 7 90 I A0753 Lot 75 1219,0 4,0 108 10,0 7 90 A0754 Lot 78 1220,0 4,0 108 10,3 4 91 A0755 Lot 82 1219,0 5,0 111 9,0 7 93 A0756 Lot 26 1215,0 15,0 108 14,0 7 90 I A0757 Lot 26 1217,0 17,0 106 13,0 14 91 A0758 Lot 25 1214,0 14,0 106 13,0 14 92 A0759 Lot 25 1216,0 16,0 106 14,0 14 90 I A0760 Tract 24131-1, Lot 14,1 1155,0 30,0 117 5,0 9 90 A0761 Lot 14-1 1132,0 6,0 116 6,0 9 90 A0762 Lot 17-1 1134,0 5,0 117 6,2 9 91 I A0763 Lot 86-1 1134,0 6,0 120 7,9 9 93 A0764 Lot 82,1 1143,0 5,0 118 9,9 12 91 A0765 Lot 85-1 1139,0 8,0 110 15,5 17 93 A0766 Lot 12,1 1130,0 5,0 108 13,9 17 91 I A0767 Lot 14-1 1142,0 15.0 111 14,9 17 94 A0768 Calle Carebana, Adj, Lot 21-1 1143,0 5,0 120 11.2 12 92 A0769 Lot 74-1 1149,0 17,0 117 12,4 12 90 I A0770 Lot 13-1 1134,0 4,0 107 13,3 17 90 A0771 6+90 Lot 20-1 1145,0 2,0 124 6,5 10 96 AOm n Lot 18-1 1141.0 5,0 118 6,3 10 91 AOm n Lot 84,1 1146,0 12,0 122 7,0 10 94 I A0774 " Lot 86-1 1136,0 8,0 122 6,7 10 94 I I vJ\ I I Project Number: 88-81' 148,03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approxi~te Field Relative IDENTI F D.te Test location Test Depth of Fi 1I Dry MOl sturE~ SoH Cc:xrpaction I I CATI ON Elevation eft) Below Tee,t eH) Density Content (%) Type (X) _...__....-.--.--------_..................._----.-----------------------------.--.......-.------------......-----------------... ADm 6-06-90 Tract 24131,1, Lot 82-1 1144,0 8,0 114 13,9 16 96 I A0776 " Lot 76.1 1152,0 18.0 112 15,2 16 94 Aom " Lot 12-1 1134,0 2,0 116 11.7 12 90 A0778 " Lot 94-1 1136,0 4,0 118 10.9 12 91 I Aom Lot 79-1 1155,0 17,0 121 11.4 12 94 A0780 Lot 76,1 1153,0 22,0 120 10,2 12 92 A0781 Lot 30-' 1154,0 12,0 118 9,8 12 92 A0782 Meadows Parkway, Station 123+40 1160,0 18,0 120 11.0 12 92 I A0783 Lot 32,1 1156,0 17,0 120 10,8 12 93 A0784 Lot 78,1 1154,0 19,0 111 14,5 16 94 A0785 Lot 77-1 1154,0 21,0 110 13,9 16 93 I AD786 Via Candeleda, Adj. Lot 31-' 1153,0 14,0 118 10,5 12 91 A0787 Meadows Parkway, Station 123+40 1159,0 12,0 119 10,2 12 92 A0788 Meadows Parkway, Station 120+60 1160,0 6,0 120 9,7 12 92 A0789 Meadows Parkway, Station 12140 1160.0 8,0 120 10,5 12 92 I A0790 Tract 24131, Lot 19 1217,0 47,0 104 12,1 14 90 A0791 Lot 19 1217,0 48,0 104 13,0 14 90 A0792 Lot 21 1217,0 40,0 108 9,9 14 94 I A0793 Lot 18 1214,0 46,0 106 10,0 14 92 A0794 Lot 39 1218,0 48,0 106 14,7 14 92 A0795 Lot 33 1215,0 22,0 103 16,0 14 90 I A0796 Lot 34 1215,0 28,0 106 15,0 14 92 A0797 Lot 32 1214,0 12,0 104 15,0 14 91 A0798 Lot 45 1218,0 26,0 110 12,0 7 92 A0799 Lot 46 1218,0 33,0 108 10,0 7 91 I A0800 Lot 44 1217,0 34,0 107 11,5 7 90 A0801 Lot 41 1218,0 23,0 106 12,4 7 90 A0802 Lot 41 1219,0 24,0 107 14,0 7 90 I A0803 Lot 42 1196,0 1.0 107 15,0 7 90 A0804 Tr.ct 24131-1, Lot 74-1 1151,0 20,0 114 9,0 7 95 A0805 Lot 74'1 1153,0 22,0 110 0,0 7 92 I A0806 Lot 76-1 1159,0 26,0 112 11.5 7 94 A0807 Lot 75-' 1157,0 25,0 113 11,0 7 94 A0808 6,07.90 Troct 24131-3, Mdws P<wy St. 131+00 1159,0 0,0 118 7,4 7 98 A0809 " Meadows Parkway. St. 130+50 1169,0 11.0 118 6,7 7 98 I A0810 " Meadows Parkway, St. 132+50 1170,0 5,0 118 8,1 7 98 A0811 " Meadows Parkway, St. 133+50 1174,0 7,0 113 8,3 7 95 A0812 " Meadows Parkway I Sto 133+00 1168,0 4,0 114 7,7 7 95 I A0813 " Meadows Parkway, Sto 131+50 1179,0 13,0 114 6,6 7 96 A0814 " Meadows Parkway, Sta 134+50 1191.0 14,0 114 9.7 7 95 A0815 " Meadows Parkway, St. 128+60 1159,0 2,0 112 9,6 7 94 A0816 " Meadows Parkway, St. 130+50 1172,0 13,0 106 6,0 7 88 I A0817 " Meadows Parkway, St. 128+00 1170,0 12,0 118 8,1 7 98 I I '1Q I I Project N<.mber: 88-81'148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative tDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction I I CATI ON Elevation eft) Below Test eft) Density Content (%) Type (%) .........-----..---------........----------..............----------------......----.....---.................-....-------------.- AOB18 6,07,90 Meadows Parkway, Station 132+20 1177,0 14,0 114 7,7 7 95 I AOB19 Meadows Park.way, Station 132+80 1182,0 16,0 118 6,0 7 98 A0820 Meadows Parkway, Station 130+00 1163,0 5,0 117 9_ 1 7 97 A0821 Meadows Park.way, Station 130+50 1162,0 5,0 116 8,3 7 96 I A0822 Meadows Parkway, Station 132+00 1193,0 32,0 117 9,5 7 97 A0823 Meadows Parkway, Station 133+80 1183,0 15,0 116 10,1 7 97 A0824 Tract 24131-1, Lot 22-' 1146,0 4,0 110 15,2 16 92 A0825 Lot 23- 1 1145,0 3,0 108 14,3 16 91 I A0826 Lot 27-1 1152,0 2,0 116 11.6 12 89 A0827R Retest of A0826 1152,0 2,0 120 9,7 12 93 A0828 Lot 28-1 1154,0 6,0 119 10,7 12 93 I A0829 Lot 32-1 1155,0 16,0 118 9,9 16 92 A0830 Lot 33- 1 1154,0 10.0 108 14,1 16 91 A0831 Lot 76,1 1154,0 22,0 108 14,0 16 90 I A0832 Lot 77-1 1155,0 22,0 111 11.3 91 91 A0833 Via Candeleda, Adj Lot 79,1 1154,0 18,0 122 11.3 12 94 A0834 Via Candeleda, Adj. lot 79-' 1154,0 12,0 121 12,1 12 93 A0835 Via tanders, Adj. Lot 79-' 1153,0 10,0 118 11,7 12 91 I A0836 6,08,90 Tr 24131-3, Mdws Pkwy, Sta 134+50 1185,0 12,0 110 7,4 14 96 A0837 Meadows Parkway, Station 135+20 1183,0 4,0 102 7,1 14 88 A0838R Retest of A0837 1183,0 4,0 107 9,7 14 93 I A0839 Meadows Parkway, Stat i on 132+50 1179,0 17,0 106 8,4 14 92 A0840 Meadows Parkway, Station 130+70 1177,0 18,0 116 10,7 7 96 A0841 Meadows Parkway, Station 132+00 1175,0 14,0 116 12,3 7 97 A0842 Meadows Parkway, Station 131+00 1171.0 14,0 108 13,4 7 90 I A0843 Meadows Parkway, Station 130+00 1172,0 16,0 112 11.5 7 93 A0844 Meadows Parkway,Station 126+50 1163,0 15,0 108 8,7 7 90 A0845 Meadows Parkway, Station 128+50 1164,0 12,0 108 9,4 7 90 I A0846 Meadows Parkway, Station 129+00 1165,0 10,0 111 8,1 7 93 A0847 Meadows Parkway, Station 129+50 1165,0 10,0 113 9,5 7 94 A0848 Meadows Parkway. Station 126+00 1162,0 7,0 108 9,9 7 90 A0849 Meadows Parkway, Station 125+50 1163,0 18,0 112 10,1 7 94 I A0850 Meadows Parkway, Station 124+50 1162,0 17,0 112 11.8 7 94 A0851 Meadows Parkway. Station 128+00 1165,0 12,0 112 11. 1 7 93 A0852 Meadows Parkway, Station 129+00 1165,0 14,0 108 10,0 7 90 I A0853 Meadows Parkway. Station 129+50 1165,0 10,0 108 10,7 7 90 A0854 Tract 24131-1, Lot 82-1 1140,0 6,0 121 11.3 12 93 A0855 Lot 94-1 1141,0 8,0 119 10,7 12 92 I A0856 Corte Durazo, Adj. Lot 7S 1136,0 6,0 118 10,0 12 91 A0857 Lot 84,1 1146,0 10,0 114 10,2 12 88 A0858R Retest of A0857 1146,0 10,0 119 11.1 12 92 I A0859 Slope, Adj. Lot 84-1 1145,0 10,0 119 8,9 12 92 A0860 Slope Adj, Lot 87-1 1141,0 8,0 118 9,7 12 91 I '\\ I I I Paloma Del Sol/Mesa Homes Project Number: 88'81-148-03 TA8LE 1 I SUMMARY OF fiELD TEST RESU~TS POINT Test Approximate Approximate Approximate field Relative IDENTt F Date Test location Test Depth of fi II Dry Moisture Soil Compaction I I CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) -...................-.---..---...--.-.--------.---.----.-...-....-.--..----..-------------..--.--.------------.----------------- A0861 6-08-90 Tract 24131-1, lot 86-1 1141.0 12,0 118 10,9 12 91 I A0862 " Calle Carabana, Adj. lot 85.1 1145_0 9,0 119 11.7 12 92 A0863 " Lot 16-1 1135.0 10,0 117 10,6 12 91 A0864 " Lot 15-1 1135,0 10,0 116 9,9 12 90 A0865 " Lot 15-1 1134,0 8,0 119 10,6 12 92 I A0866 " Lot 17-1 1137,0 4,0 117 10,5 12 90 A0867 6-11-90 Meadows Parkway. Sta. 132+50 1178,0 12,0 118 9,8 10 90 A0868 " Meadows Parkway. Sta. 129+50 1167,0 12,0 110 11.4 7 92 I A0869 " Meadows Parkway, 5ta. 127+00 1165,0 12,0 110 10,9 7 91 A0870 Meadows Parkway, Sta. 128+00 1167,0 6,0 107 10.4 7 89-- A0871 Meadows Parkway, Sta. 123+00 1148_0 6,0 110 11.9 7 92 I A0872 Meadows Parkway, Sta. 121+00 1165,0 2,0 114 11.6 7 95 A0873 Meadows Parkway, Sta. 133+00 1179,0 15.0 114 11.5 7 95 A0874 Meadows Parkway, Sta. 126+00 1167_0 21.0 114 12,0 7 95 A0875 Lot 29-1 1153,0 6,0 113 10,9 14 98 I A0876 Lot 80-1 1148_0 9,0 116 9,8 14 100 A08IT Lot 63-1 1148_0 0,0 121 7,9 12 93 A0878 Lot 64-1 1179,0 6,0 116 8,1 12 89 - I A0879 Meadows Parkway, Sta_ 126 + 00 1165,0 17,0 123 7,3 12 95 A0880 Meadows Parkway. 5ta. 129 + 50 1169,0 14_0 122 9_9 10 94 A0881R Retest of AD87B 1179,0 6,0 119 8,3 12 92 I A0882 Meadows Parkway, 5ta. 128 + 00 1168,0 7,0 119 8,3 10 92 A0883 Lot 31-1 1153,0 14_0 121 9,4 12 93 A0884 Lot 78-1 1152,0 7,0 119 9,9 12 91 A0885 Lot 62-1 1163,0 6,0 120 8,1 12 93 I A0886 Lot 34-1 1158,0 6,0 120 10,2 12 93 A0887 6-12-90 Meadows Parkway, 5ta. 135 + 00 1190,0 12,0 117 11.1 16 98 A0888 Meadows Parkway, Sta. 134 + 00 1186,0 20,0 116 11.7 16 97 I A0889 Meadows Parkway, Sta. 132 + 50 1181.0 18,0 114 13,2 16 96 A0890R Retest of AD816 1172,0 13,0 114 13,5 16 95 A0891 Meadows Parkway, Sta. 131 + 50 1176_0 20,0 117 7,0 16 97 I A0892 Meadows Parkway, Sta. 130+ 50 1177_0 23,0 115 7,1 16 95 A0893 Meadows Parkway, Sta. 129 + 50 1171.0 19,0 117 7_4 16 98 A0894 Meadows Parkway, 5ta. 128 + 50 1168_0 18,0 113 8,1 16 94 A0895 Meadows Parkway, Sta. 128 + 50 1170_0 20,0 110 12,2 16 92 I A0896 " Meadows Parkway, 5ta. 128 + 00 1166,0 15,0 111 10,5 16 93 A0897 " Meadows Parkway, Sta. 127 . 00 1170,0 23_0 103 9_8 16 90 A0898 " Tract 24131-3, Lot 15-3 1175_0 6,0 108 10,0 9 80 I A0899R " Retest of A0898 1175,0 6,0 118 8,2 9 91 A0900 " Tract 24131 -1, Lot 15- 1 1136,0 11.0 119 9,4 12 92 A0901 " Lot 29'1 1156,0 9_0 118 8,4 12 90 A0902 " Lot 30,1 1156,0 10,0 119 10_1 12 92 I A0903 " Lot 17-1 1136,0 5,0 120 9,8 12 93 I '\V I I I Paloma Del Sol I Mesa Homes Project NlIllber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IOENTI F Date Test Location Test Depth of Fi l t Dry Moisture Soil Corrpaction I I CATION Elevation eft) Below Test eft) Dens i ty Content e%) Type (%) .........................................................................__...........-...-....-..-....-.-...................... A0904 6-12-90 Tract 24131.1, Lot 73-1 1139,0 8,0 120 8.7 12 92 I A0905 lot 16-1 1136,0 7,0 117 9,6 12 90 A0906 Lot 84.1 1141,0 11.0 120 10,3 12 92 A0907 lot 94-1 1141.0 9,0 119 9,9 12 92 I A0908 lot 63-1 1149,0 7,0 113 10.6 12 94 A0909 lot 78,1 1149,0 8,0 112 10,5 12 93 A0910 Lot 34.1 1160,0 8,0 119 8,2 12 92 A0911 lot 30-1 1156,0 9,0 118 8,2 12 91 I A0912 Lot 64.1 1180.0 7,0 113 9,4 7 94 A0913 lot 82-1 1141,0 6,0 119 8,7 12 91 A0914 Lot 84-1 1141,0 11.0 118 9,3 12 91 I A0915 lot 16-1 1136,0 8,0 111 9.3 7 92 A0916 Tract 24131.3, Mdws Pkwy Sta. 134+00 1189,0 22,0 114 9,3 17 96 A0917 Meadows Parkway, St. 131+80 1181.0 21.0 112 10,5 17 95 A0918 Meadows Parkway, St. 131+50 1178,0 19,0 115 7_6 17 97 I A0919 Meadows Parkway, St. 130+50 1179,0 25,0 114 8,2 17 96 A0920 Meadows Parkway, St. 129+50 1174,0 21.0 108 8_9 17 91 A0921 Meadows Parkway, St. 128+50 1171.0 13,0 107 9,4 17 90 I A0922 Meadows Parkway, St. 128+00 1169,0 19,0 107 8,6 17 92 A0923 Meadows Parkway, St. 127+00 1173,0 23_0 107 9_7 17 90 A0924 Meadows Parkway, St. 129+00 1171.0 17,0 106 9_7 17 90 I A0925 Meadows Parkway, St. 130+50 1179_0 23,0 104 10,5 17 92 A0926 Meadows Parkway, St. 129+50 1175,0 23_0 116 8,4 17 98 A0927 Meadows Parkway, St. 129+50 1175,0 20,0 116 10_2 17 98 A0928 Meadows Parkway, St. 128+00 1170,0 13,0 111 8,5 17 93 I A0929 Meadows Parkway, St. 128+00 1172_0 13,0 106 9,4 17 90 A0930 Meadows Parkway, Sta 134+50 1191.0 19,0 111 9,9 17 93 A0931 Tr 24131.1,Via Candeleda Adj lot 33-11162,0 26,0 110 9,2 17 92 I A0932 lot 80-1 1161.0 13,0 120 9,8 12 93 A0933 lot 81-1 1161.0 22,0 117 10,6 12 90 A0934 via Candeleda, Adj. Lot 33-1 1159,0 20,0 119 10,4 12 92 A0935 via Bande, Adj. Lot 30-1 1161.0 21.0 117 9.3 12 90 I A0936 lot 33-1 1159,0 20,0 119 10,0 12 92 A0937 lot 32-1 1158,0 20,0 120 10,7 12 93 A0938 lot 77-1 1162,0 30,0 117 9,9 12 90 I A0939 Via Cordaro, Adj. Lot 62-' 1162,0 22,0 117 10,7 12 90 A0940 lot 34-1 1159_0 5,0 122 10,5 12 94 A0941 lot 78,1 1159,0 22,0 118 11.4 12 91 I A0942 lot 79-1 1159,0 24,0 119 11.1 12 92 A0943 Lot 31.1 1159_0 20,0 122 11.5 12 94 A0944 lot 30-1 1160,0 17,0 115 11.2 7 96 A0945 lot 29-1 1166_0 19,0 lIS 10.2 7 96 I A0946 lot 27-1 1166,0 15,0 lIS 11,9 7 96 I '1'? I I I Project NL.ITlber: 88,81.148.03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Approximate Approximate Approximute Field Relative POINT Test 10ENTI F Date Test Location Test Depth of F il \ Dry Moisture Soil C~action I 1 CATI ON Elevation (ft) Below TeGt (ft) Density Content (X) Type (X) - - - - - - - - - - - - . ~ ~ ~ - . . . ~ . . ~ ~ ~ ~ ~ . . ~ . . - - . . - - - - . - - - . - - - - - - - - - - - - - -. - . . . . . . - . - - ~ - - ~ - . - . - ., - - - ". - - . - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - . . A0947 6-12'90 Tract 24131-1, Lot 63-1 1164,0 16,0 112 12,1 7 94 I A094B 6-14-90 Tract 24131-3, Mdws Pkwy, Sta 132+50 1165,0 5,0 126 11,2 9 97 A0949 " Meadows Parkway, Sta 132+50 1167,0 7,0 126 12,2 9 96 A0950 " Meadows Parkway, Sta 133+50 1168.0 5,0 109 13,2 17 92 I A0951 " Meadows Parkway, Sta 133+50 1170,0 9,0 122 12,7 9 94 A0952 " Meadows Parkway, Sta 127+00 1159,0 15,0 106 14,2 17 90 A0953 " Meadows Parkway, Sta 127+00 1161.0 17,0 107 14,0 '7 9' A0954 Meadows Parkway, St. 131+00 1164,0 7,0 11' 11,4 '7 93 I A0955 Meadows Parkway, Sta 131+00 1166,0 9,0 109 10,7 '7 92 A0956 Meadows Parkway, Sta 133+00 1171.0 6,0 110 '5,2 '7 92 A0957 Meadows Parkway, Sta 133+00 1173,0 8,0 106 15,2 17 90 I A0958 Meadows Parkway, Sta 124+80 1157,0 '4,0 109 16,0 '7 91 A0959 Meadows Parkway, Sta 125+00 1159,0 '6,0 107 17,0 17 90 A0960 Meadows Parkway, Sta 131+00 1166,0 8,0 112 8,0 17 94 I A0961 Meadows Parkway, Sta 131+00 '168,0 10,0 109 8,6 17 92 A0962 Meadows Parkway, Sta 132+00 1167,0 6,0 109 12.0 17 92 A0963 Meadows Parkway, Sta 132+00 '169,0 8,0 107 12,1 17 90 A0964 Meadows Parkway, Sta 124+50 1165,0 22,0 1'4 8,9 17 96 I A0965 Meadows Parkway, St. 124+50 1167,0 24,0 109 11,0 .17 92 A0966 Meadows Parkway, St. 123+31 1160,0 6,0 1'0 10.6 17 96 A0967 Meadows Parkway, Sta 123+31 1162,0 8,0 1'2 10,9 17 94 I A0968 Meadows Parkway, St. 126+00 '170,0 '5,0 116 8,7 17 97 A0969 Meadows Parkway, Sta 126+00 1172,0 17,0 116 8,8 17 96 A0970 Meadows Parkway, St. 124+50 1167,0 24,0 116 6,6 17 95 A0971 Meadows Parkway, St. 124+00 1169,0 26,0 116 6.7 17 95 I A0972 Meadows Parkway, St. 126+50 1151.0 6,0 106 14,0 17 90 A0973 Meadows Parkway, Sta 126+50 1153,0 8,0 109 11,1 17 92 A0974 Meadows Parkway, Sta 131+00 1168,0 8,0 112 8,1 17 94 I A0975 Meadows Parkway, Sta 134+00 1172,0 2,0 109 10,7 17 92 A0976 Meadows Parkway, Sta 134+00 1174,0 4,0 107 12,1 17 90 A0977 Meadows Parkway, St. 132+00 1169,0 7,0 110 10,6 17 96 I A097B Lot 5-3 1170,0 3,0 116 8,8 17 97 A0979 Lot 6-3 1162,0 3,0 116 8,8 17 95 A09BO Tract 24131-1, Lot 77-1 1157,0 21.0 119 10,2 12 92 A0981 Lot 80,1 1160,0 22,0 116 7,2 12 90 I A0982 lot 34-1 1168,0 20,0 '18 9,5 12 91 A0983 Lot 30-1 1162,0 20,0 117 9,7 12 90 A0984 Lot 29-1 1167,0 20,0 116 10,4 12 90 I A0985 " Lot 79-1 1161.0 20,0 120 10,4 12 92 A0986 " Lot 31-1 1159,0 20,0 117 8,2 12 90 A0987 " lot 32-1 1160,0 20,0 119 9,1 12 91 A0988 " Lot 27" 1156,0 4,0 113 10,0 10 87 I A0989 " Lot 81-' 1158,0 18,0 119 8,2 10 91 I ~p., I ---.------------------- I I Paloma Del Sol / Mesa Homes Project NlJIlt>er: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I IDENTlf Date Test location Test Depth of Fi II Dry Moisture Soil C~action ICATION Elevation (ft) Below Te~;t (ft) Density Content (%) Type (%) .............................................................-..-................................................................ AD990 6-14-9D Tract 24131-1, Lot 21-1 1148_D 2,D 118 7,5 10 91 I AD991 " Lot 86-1 1147,D 18,0 103 14,7 17 86 AD992R " Retest of A0988 1156,0 4,D 118 9.8 1D 91 AD993R " Retest of A0991 1147,0 18_D 107 14,5 17 90 I A0994 " Lot 19,1 1148,0 7,D 119 8,0 15 90 A0995 " Lot 20-1 1149,0 3_D 120 7.3 15 90 A0996 " Lot 28-1 1159_0 14,0 121 7,3 15 91 A0997 Lot 79-1 1159_0 18,0 121 8,0 15 91 I A0998 Lot 74-1 1155,0 19_0 111 15,1 17 94 A0999 Lot 32,1 1161.0 25,0 110 14,5 17 92 Al000 Lot 16-1 1145.0 19,0 122 6,9 15 92 I AlDOl Lot 85-1 1149,0 17,0 120 7,8 15 90 Al002 Lot 24-1 1155_0 10,0 110 13,9 17 93 Al003 Lot 82- 1 1158_0 20,0 123 7,7 15 93 I Al004 6-15-90 Lot 81-1 1162,0 27,0 124 5,4 15 93 Al005 Lot 80-1 1162,0 23,0 124 6.1 15 93 Al006 Lot 79-1 1162,D 23_0 126 7,2 15 94 Al007 Lot 82-1 1163_0 24,0 117 8,1 15 95 I Al008 Lot 94-1 1165,0 27,0 111 13,7 10 93 Al009 Lot 83-' 1161.0 27,0 111 '2_7 10 93 Al010 lot 84.1 1161.0 27,0 121 4,0 15 90 I Al011 Lot 22-1 1164,0 21.0 121 4,0 15 91 A1012 Calle Cerebene, Adj. Lot 16 1156,0 21.0 124 7,4 15 93 Al013 Via Brande. Adj. Lot 85 115B,O 21.0 123 8,3 15 92 A1014 Via Brande, Adj. Lot 85 1157,0 20,0 116 9,7 9 90 I A'015 Lot 85,1 1165,0 33,0 117 9,2 9 91 A1016 Lot 18-1 1150,0 10,0 121 5,2 15 91 Al017 Lot 19-1 1150,0 10,0 120 5,1 15 90 I A1D18 Lot 17-1 1151,0 23.D 118 7,4 9 90 Al019 Lot 84-1 1165,0 34,0 119 7,0 15 90 Al020 ~ot 14-1 1151.0 23_0 121 7_1 15 91 I A1021 ~ot 15-' 1152_0 29_0 118 6.7 9 91 A1022 Lot 16-1 1153,0 28,0 124 4,1 15 93 Al023 Lot 88-1 1152,0 12,0 120 4,1 15 90 A1024 Lot 87-1 1154_0 19,0 119 9,6 15 9D I Al025 Lot 86.1 1154,0 28_0 121 6,7 15 90 A1026 Lot 85,1 1155,0 25,0 119 5,3 9 92 Al027 Lot 89,1 1150,0 6_0 120 4,7 15 90 I A1028 Lot 17-1 1154,0 24_0 117 8,0 9 91 A1029 Lot 19-1 1154,0 14_0 117 7,8 9 9D A1030 Lot 20-1 1153,0 10,0 120 8,0 9 92 I A1031 Lot 16-1 1154,0 27,0 118 7,9 9 90 A1032 " Calle Cerebene, Adj, Lot 86 1165,0 40,0 116 9,7 9 90 I ./ 'yv I I I I I Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fi II Dry Mo; stur'~ Soil C~ction I I CATION Elevation eft) BeLow Te~;t eft) Density Content eX) Type (X) ------------------------------------------------------._-.-...__......................._--.....--.----.-.......--.---....---...... A1033 6-15-90 Tr 24131-', Via Brande, Adj. Lot 85 1164,0 26,0 118 6,7 9 91 I A1034 6'18-90 Lot 88-1 1146,0 6,0 121 7,6 9 93 A1035 Lot 87-1 1136,0 6,0 119 8,7 9 91 Al036 Lot 86-1 1136.0 6,0 118 8,0 9 90 I A1037 Lot 85-1 1136,0 2,0 117 8,2 9 90 A1038 Lot 84,1 1139,0 6,0 110 8,7 6 92 A1039 Lot 84-1 1136,0 4,0 110 8,7 6 92 Al040 Calle tarabane, Adj, Lot 19 1148,0 12,0 118 6,9 9 91 I Al041 Calle terebene, Adj, Lot 20 1143,0 3,0 112 7,8 6 94 Al042 Lot 83-1 1142,0 8,0 119 7,7 9 91 Al043 Lot 83,1 1143,0 6,0 115 7,1 6 96 I Al044 CaLLe Carabana, Adj, Lot 85 1137,0 9.0 116 7,5 9 90 A1045 Calle terebene, Adj, Lot 86 1136,0 6,0 116 7.0 9 90 A1046 Lot 89-1 1160,0 9.0 110 6,0 9 90 I A1047 Lot 89-1 1151,0 6,0 113 4,7 6 95 A1048 Lot 94,1 1137,0 2,0 114 4,2 6 95 A1049 Lot 94-1 1136,0 3,0 117 4,0 6 92 A1050 Lot 83-1 1141,0 8,0 112 5,0 6 94 I A1051 Lot 81,1 1164,0 25,0 108 14,0 6 90 A1052 Lot 81-' 1164,0 27,0 110 14,1 6 92 A1053 Lot 77-1 1164,0 29,0 115 7,0 6 96 I A1054 Lot 77-1 1164,0 29,0 115 7,7 6 96 A1055 Lot 78,1 1166,0 33,0 116 7,3 9 90 Al056 Lot 78-1 1166,0 33,0 115 8,3 6 96 A1057 Lot 76-1 1162,0 30,0 114 8,4 6 95 I A1058 Via Bande, Adj. Lot 28-1 1166,0 24.0 112 5,0 6 94 A1059 Via Bande, Adj. Lot 80,1 1166,0 24,0 116 7,3 9 90 Al060 Lot 33-1 1169,0 28,0 115 7,0 6 96 I Al061 Lot 33-1 1169,0 30,0 115 8,4 6 96 A1062 Lot 32-1 1168,0 28,0 119 7,7 9 91 A1063 Lot 32-1 1168,0 26,0 113 4,7 6 95 I A1064 lot 31-' 1168,0 30,0 110 6,0 6 92 Al065 6,19,90 Lot 80,1 1160,0 21.0 133 13,6 15 92 Al066 Lot 76-1 1161.0 29,0 110 8,0 15 83- Al067 Lot 76,1 1161.0 29,0 108 9,2 15 81- I Al068 Lot 81,1 1160,0 23,0 131 11,2 15 98 Al069 Meadows Parkway, Sta 120+80 1171.0 3,0 118 6,4 7 98 Al070 Meadows Parkway, Sta 121+50 1170,0 3,0 117 7,5 7 97 I Al071 Meadows Parkway, Sta 124+50 1163,0 19,0 113 13,3 7 94 Al0n Meadows Parkway, Sta 124+50 1165,0 21.0 112 13,0 7 93 Al073R Retest of A1066 1161.0 29,0 124 6,3 15 93 I Al074R Retest of A 1067 1161.0 29,0 122 6,0 15 91 Al075 Lot 75,1 1160,0 29.0 115 5,0 7 95 I ",& I I I Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELO TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IOENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction IItAlION Elevation (ft) Below Test eft) Density Content e%) Type (%) ...........--.---.-----.......-------.......------------......---.-......---.-.-.--.---...-.-.---..---..--.........-.----------. Al076 6-19-90 Tract 24131-1, Lot 75,1 1162,0 31.0 116 4,5 7 97 I Al077 Lot 83- 1 1159,0 29,0 124 6,0 15 93 Al078 Lot 83-1 1159,0 26,0 122 6,5 15 92 A1079 Via Candeleda, Adj, Lot 78-1 1162,0 0,0 116 6,0 7 98 I A1080 Via Candeleda, Adj. Lot 78-' 1160,0 8,0 113 11.5 7 94 A1081 Meadows Parkway, Sta, 121 + 50 1164,0 21.0 109 14,0 7 91 A1082 Meadows Parkway, Sta, 121 + 50 1166,0 23,0 107 16,0 7 90 A1083 Lot 14-1 1154,0 24,0 113 11.0 7 94 I A1084 Lot 14,1 1156,0 26,0 112 11,0 7 93 Al085 Calle tarabene, Adj, Lot 13 1150,0 20,0 116 9,0 7 97 Al086 Calle tarabene, Adj, Lot 12 1154,0 7,0 114 9,6 7 95 I Al087 Calle Carabana, Adj, Lot 12 1152,0 13,0 112 10,5 7 94 Al088 Calle terebene, Adj, Lot 11 1156,0 6,0 112 10,5 7 93 Al089 Lot 75-1 1164,0 32,0 116 9,0 7 95 I Al090 Lot 76-1 1164,0 23,0 116 10,5 23 93 A1091 Lot 83-1 1160,0 22,0 116 7,5 7 97 A1092 Lot 84-1 1160,0 25,0 116 9,0 7 91 Al093 6-20-90 Lot 14-1 1156,0 26,0 113 8,7 14 97 I Al094 Lot 14-1 1157,0 27,0 127 9,0 15 95 A1095 Lot 17-1 1137,0 3.0 111 9,1 14 96 A1096 Lot 17,1 1137,0 3,0 128 8,6 15 96 I Al097 Lot 72-' 1153,0 6,0 112 6,0 14 97 A1099 Lot 94,1 1137,0 4,0 110 9,5 14 95 All00 Lot 94-' 1137,0 4,0 120 8,0 14 90 All0l Lot 34,1 1167,0 17,0 113 5.5 14 97 I All02 Lot 34-1 1169,0 19,0 121 7.3 15 91 A1103 Lot 33, 1 1166,0 20,0 118 8,5 15 88 All04 Lot 33,1 1168,0 22,0 116 9,4 15 87 I A1105 Lot 79-1 1164,0 24,0 112 10,5 14 97 A1106 Lot 79-1 1166,0 26,0 121 6,3 15 91 A1107 Lot 76-1 1162,0 27,0 119 7,2 15 90 Al108 Lot 76-1 1164,0 29,0 114 11,8 15 98 I Al109R Retest of A1'03 1166,0 20,0 112 9,5 14 97 Al110R Retest of A1104 1166,0 22,0 121 7,0 15 92 Al111 Lot 78-1 1168,0 28,0 111 9,0 14 96 IA1112 Lot 78-1 1170,0 30,0 113 8,7 14 97 A1113 Lot 33,1 1170,0 24,0 120 8,0 15 90 A1114 Lot 33-1 1172,0 26,0 123 12,0 15 92 IAl115 Lot 77-1 1170,0 26,0 112 10,0 14 97 Al116 Lot 77-1 1172,0 30,0 125 9,0 15 94 A1117 6-2 -90 Lot 76,1 1170,0 37,0 108 11.7 14 94 IA1118 " Lot 76,1 1172,0 39,0 118 10,8 7 97 A1119 " Lot 63-1 1148,0 3,0 113 11.2 7 95 I -V"\ I -------.--- - -------. -... .---. - ----..- I I Paloma Del Sol/Mesa Homes Project Number: 88-81,148,03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I IDENTIF Date Test Location Test Depth of Fi II Dry Moisture Soi l Compaction ICATlON Elevation (ft) Below Test (ft) Density Content (%) Type (%) ................................................................................................................................ A1120 6-21-90 Tract 24131,1, Lot 63-1 1150_0 5,0 lOB 9,1 14 95 I A1121 " Lot 80-1 1170,0 30,0 107 9,0 14 93 A1122 Lot 80-1 1172.0 32,0 106 8_B 14 92 A1123 Slope Behind Lot 74-1 1150,0 20,0 112 5,0 7 93 I A1124 Slope Behind Lot 75-1 1150,0 20,0 110 4,7 7 92 A1125 Via Candeleda Street, Adj. Lot 78" 1169_0 25,0 111 5,6 7 92 A1126 Via Candeleda, Adj. Lot 79-, 1168,0 29,0 113 4,9 7 93 Al127 Lot 33-1 1166,0 23,0 112 5,8 7 93 I A1128 Lot 33,1 1168,0 25,0 112 5,7 7 94 A1129 Lot n.' 1166,0 32,0 lOB 13,0 14 93 A1130 Lot n., 1166,0 33_0 lOB 12,0 14 93 I A1131 Meadows Parkway, St. 120+50 1161,0 12,0 111 10,0 14 96 A1132 Meadows Parkway, Sta 122+10 1163,0 18_0 110 6,0 14 95 A1133 Via Bande, Adj. Lot 21 114B,O B_O 109 11,0 14 94 I A1134 Via Bande, Adj. Lot 82 1150_0 B,O 114 11.2 7 95 A1135 Lot 16-1 1144,0 17,0 110 9,0 14 95 A1136 Lot 16,1 1146,0 19,0 107 B,5 14 93 A1137 Lot 23-1 1150,0 9,0 110 4,2 7 92 I A1138 Lot 23-1 1152,0 11.0 112 5,2 7 93 A1139 Lot 3D.' 1167_0 25,0 111 8,5 14 96 A1140 Lot 30-1 1169,0 27,0 lOB 11,5 14 94 I A1141 6-22-90 Lot 80-1 1154,0 14,0 122 8.9 15 91 A1142 Lot 80-1 1156,0 16,0 129 9,2 15 96 A1143 Lot 63,1 1151.0 11.0 126 12,0 15 96 A1144 Lot 63,1 1153.0 13,0 128 11.2 6 95 I A1145 Lot 76-1 1166,0 29.0 119 10,6 15 9B A1146 Lot 76-1 116B,O 31.0 122 9,4 6 91 A1147 Lot 33-1 116B,O 25_0 115 B,8 6 96 I Al148 Lot 33- 1 116B.0 25,0 117 8,5 6 97 Al149 Lot 77-1 1168,0 2B_0 109 9,6 6 91 A1150 Lot 77-1 1166,0 2B_0 lOB 10,2 6 90 I A1151 Lot 77-1 1168,0 2B,O 111 8,4 6 92 A1152 Lot 16-1 1147,0 13,0 109 8_0 6 91 A1153 Lot 16-1 1147,0 14,0 109 9,3 6 91 A1154 ~ot 88-1 1153,0 20,0 109 7,5 6 91 I A1155 Lot 23-1 1153_0 11.0 119 B_7 15 90 A1156 Lot 30-1 1170,0 25,0 119 9,5 15 90 A1157 Lot 30-1 1170,0 25,0 115 12,B 6 96 I A1158 Via Candeleda, Adj, Lot 33-1 1172_0 27_0 116 12,6 6 97 A1159 Via Candeleda, Adj, Lot 33-1 1171,0 26,0 114 9,0 15 90 A1160 Lot 30 1171.0 26_0 114 9,0 6 95 I A1161 Lot 30 1171.0 26,0 116 6,3 6 97 A1162 Tract 24131.1, Lot 84.' 1150,0 17_0 114 6,3 6 95 I 1-1'0 I I Iproject Nlnber: 88-81-148'03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate ApproximatE~ Field Relat;ve IDENTIF Date Test location Test Depth of Fill Dry Moisture So;l Compaction II~~~~~~~-------------"",----------,._,-----------,,----~~~~~:~~~-~~:~,--~~~~~-~~~:,~::)__~~~~~:~__~~~:~~:_~~~_~~___~~~,.,"_, A1163 IAll64 Al165 All66 IAl167 1168 Al169 Al170 .1171 .1172 All73 IA1174 A1175 A'176 A'177 IA'178 A1179 A1180 IAll81 Al182 A1183 A1184 IA1185 A1186 Al187 .All88 .1189R A1190R W1191R W1192R A1193R A1194R "1195 .~1196 A1197 11198 1199 A1200 11201 1202 A1203 A1204 11205 I II 6-22'90 Tr 24131-1, Via Flore, Adj Lot 55-1 1173,0 10,0 115 12,4 6 95 " Slope Below lot 73-1 1153,0 10,0 119 8,4 15 90 6'25-90 Lot 14-1 1154,0 28,0 113 8,2 10 87 Lot 19-1 1154,0 13,0 108 9,3 6 90 Lot 17-1 1154,0 21.0 114 7,1 10 88 Calle tarabena, Adj, Lot 87 1151.0 19,0 114 7,1 10 88 Lot 83-1 1160,0 25,0 118 5,8 10 90 Lot 84,1 1159,0 25,0 113 7,3 10 87 Lot 87-1 1155,0 25,0 118 7,8 10 90 Lot 75-1 1158,0 26,0 119 7,4 10 92 Calle Cerebene, Adj, Lot 87 '155,0 27,0 108 9,4 6 90 Lot 82,1 1160,0 24,0 110 8,9 6 92 Lot 85,1 1159,0 27,0 116 5,8 10 89 Lot 86- 1 1158,0 28,0 117 6,6 10 90 Lot 78-1 1163,0 23,0 110 7,9 6 92 Calle Cerebene, Adj. lot 84 1158,0 20,0 118 8,1 10 91 Calle Cerebene, Adj. Lot 84 1159,0 22,0 120 6,1 10 92 Lot 33- 1 1168,0 31.0 120 7,4 10 92 Lot 18-1 1154,0 18,0 114 7,3 10 88 lot 20-1 1153,0 8,0 117 6,4 10 90 Lot 16-1 1153,0 29,0 117 6,9 10 90 Lot 21-1 1156,0 8,0 117 7,8 10 90 Lot 31-1 1163,0 23,0 118 6,4 10 91 " Oreenbelt,Adj, Lot 30 1150,0 8,0 119 8,1 10 91 Lot 86,1 1150,0 21,0 118 7,1 10 91 Lot 88- 1 1147,0 8,0 119 7,7 10 92 6-26'90 Retest of Al165 1154,0 28,0 '17 5,2 6 98 Retest of A1167 1154,0 21.0 116 6,0 6 97 Retest of A1168 1151.0 19,0 124 9,2 10 95 Retest of A1175 '159,0 27,0 126 12,1 10 96 Retest of A1181 1154,0 16,0 110 6.5 6 92 Retest of A1170 1159,0 25,0 108 6,9 6 90 Celle Cerebene, Adj, Lot 14-1 1153,0 25,0 112 7.8 6 94 Calle terebene, Adj, Lot 18,1 1155,0 22,0 109 8,9 6 91 Lot 15,1 1154,0 28,0 113 7,0 6 94 Lot 15-1 1156,0 30,0 108 7,6 6 90 Lot 17-1 1'56,0 25,0 114 10,7 6 95 Lot 17-1 1158,0 25,0 113 10,6 6 94 Lot 87- 1 1156,0 27,0 118 7,2 10 91 Lot 87-1 1158,0 29,0 116 7,5 10 97 Lot 83,1 1162,0 27,0 114 10,0 6 95 Lot 83-1 1164,0 28,0 115 10,5 6 96 Slope, Adj, Lot 74-1 1152,0 22,0 112 6,8 10 94 '\'\ I I Paloma Del Sol/Mesa Homes Project Nl.lnber: 88,81 '148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approxim~lte Field Relative I IDENTIF Date Test Location Test Depth of Fi 11 Dry Moisture Soil Compaction ICATION Elevation (ft) Below Te~,t <ft) Density Content (%) Type (%) ....-----.------------------------------------------........----...-----.....----......--...--..--.-----... ------------------... A12D6 6-26-90 Tract 24131-', stope Adj. lot 76-' 117D,O 33,0 130 6,2 lD 97 I A1207 Lot 20-' 1155,D 10_0 122 6_5 10 93 A1208 Lot 20-' 1157,0 12,0 126 6,4 10 96 A1209 Lot 24-' 1158,D 10,0 121 7,D 1D 93 I A1210 Lot 24-1 1160_0 12,0 126 6,2 10 97 A1211 Lot 85-1 1161.0 31.0 128 6,0 10 98 A1212 lot 85., 1162,0 32,D 127 7,2 10 93 I A1213 Lot 84-1 1160,0 26,0 112 7,8 6 94 A1214 Lot 84-1 1161.0 28.0 108 6,9 6 90 A1215 Tract 24131-2, Lot 12-2 1164,0 6,0 118 9,6 10 91 A1216 Lot 14-2 1162,0 8,0 118 8,6 10 91 I A1217 Lot 16,2 1164,0 12,0 121 9,4 10 93 A1218 Lot 90-2 1164,0 12,0 118 8,4 10 91 A1219 Lot 93-2 1180,0 2,0 119 7_8 10 91 I A1220 Lot 13-2 1165,0 12.0 121 8,5 10 93 A1221 Lot 17-2 1169,0 14,0 120 9_6 10 92 A1222 Lot 91-2 1171.0 14,0 119 7,1 10 91 A1223 Lot 95-2 1179,0 4.0 118 7,8 10 91 I A1224 Lot 94-2 1179,0 4,0 119 7,5 10 91 A1225 Lot 12-2 1174.0 12,0 118 8,2 10 91 A1226 Lot 15-2 1174,0 21.0 118 7,8 10 91 I A1227 Lot 18,2 1176_0 19_0 119 8_4 10 92 A1228 Lot 92-2 '176,0 9,0 115 7,1 10 88 A1229 Lot 12.2 1176_0 19,0 113 7,3 10 87 I A1230R Retest of A1228 1176_0 9_0 119 9,6 10 91 A1231R Retest of A1229 1176,0 19,0 119 9_5 10 92 A1232 " Lot 107,2 1176_0 9,0 118 7,7 10 91 A1233 Lot 111 -2 1178,0 19_0 119 7,5 10 91 I A1234 Lot 88-2 1178,0 23,0 119 8,5 10 92 A1235 Lot 94-2 1180,0 8,0 113 7,6 10 88 A1236 Lot 92,2 '180.0 8,0 113 8,2 10 87 I A1237R Retest of A1236 '180,D 8,0 120 9,1 10 92 A1238R Retest of A1235 1180,0 8,0 118 9,2 10 91 A1239 6,27.90 Lot 11-2 1178,0 11,0 109 14,1 4 92 I A1240 Lot 13-2 1178,0 24_0 108 14_8 4 92 A1241 Lot 15-2 1178_0 26,0 111 15_6 4 94 A1242 Lot 17,2 1178,0 18_0 110 14_6 4 93 A1243 Lot 95-2 1182,0 2,0 110 13,8 4 93 I A1244 Lot 93,2 1182,0 5,0 109 14,2 4 92 A1245 Lot 91-2 1175,0 5,0 108 14,4 4 91 A1246 Lot 89,2 1175,0 15,0 108 13,9 4 91 I A1247 Lot 87-2 1182,0 25,0 107 16,6 4 91 A1248 Lot 18-2 1180_0 23,0 104 15_0 4 88 I r& I I II Project Number: 88-81 - 148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Approximate Relative POINT Test Approximate Approximate FieLd IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction II ICAllON Elevation eft) BeLow Test (ft) Density Content (%) Type (%) ............................_________________________________e____..._..............__........___.................___._.._____._ A1249 6-27-90 Yract 24131'2, Lot 16-2 1180,0 28,0 105 14,5 4 89 I A1250 Lot 14,2 1180,0 26,0 104 16.6 4 88 A1251 Lot 12,2 1180,0 23,0 109 13,4 4 92 A1252R Retest of A1248 1180,0 23,0 108 13.9 4 91 I A1253R Retest of A1249 1180,0 28,0 107 13.5 4 91 A1254R Retest of A1250 1180,0 26,0 109 14,3 4 91 A1255 Lot 14.2 1182,0 27,0 108 15.6 4 91 A1256 Lot 15-2 1182,0 30,0 107 15,4 4 90 I A1257 Lot 87-2 1182,0 29,0 107 16,6 4 91 A1258 Lot 11 ,2 1182,0 10,0 110 14,9 4 93 A1259 Lot 92,2 1184,0 12,0 109 14,6 4 92 I A1260 lot 90-2 1184,0 32,0 108 14,8 4 91 A1261 Lot 88-2 1184,0 29,0 107 16,3 4 90 A1262 Lot 86-2 1184,0 22,0 106 14,4 4 91 I A1263 Lot 94-2 1186,0 9,0 107 14,2 4 90 A1264 Lot 93-2 1186,0 9,0 107 14,5 4 90 A1265 Lot 91-2 1186,0 24,0 108 15,1 4 91 A1266 Lot 89-2 1186,0 31.0 108 14,8 4 91 I A1267 lot 87-2 1186,0 29,0 107 14,7 4 91 A1268 Tract 24131-1,Via Naya, Adj. Lot 13 1128,0 6,0 111 8,2 7 92 A1269 Via Maya, Adj. Lot 13 1130,0 8,0 112 7.5 7 93 I A1270 Via Maya, Adj Lot 13 1132,0 9,0 109 14,2 7 90 A1271 Via Maya, Adj. Lot 13 1134,0 9.0 108 13,9 7 90 A1272* CaLle Cerebene Adj. Lot 18 1157,0 5,0 116 6,8 12 92 A1273* Via Bande, Adj. Lot 21 1159,0 19,0 113 7,2 12 94 I A1274* Via Bande, Adj. Lot 22 1160,0 17,0 116 7,0 12 91 A1275* Via Bande, Adj. Lot 84 1161.0 23,0 116 6,6 12 91 A1276 Lot 13-1 1139,0 8,0 115 5,1 12 90 I A1277 Lot 13, 1 1141.0 10,0 116 5,2 12 91 A1278 Lot 16-1 1155,0 23,0 113 8,2 7 94 A1279 Lot 16-' 1157,0 28,0 112 8,9 7 93 I A1280 Lot 74-1 1150,0 18,0 111 9,9 7 92 A1281 " Lot 74-1 1152,0 19,0 114 6,0 7 95 A1282 Lot 86-' 1152,0 24,0 118 9,5 12 92 A1283 Lot 86-' 1154,0 25,0 125 8,6 12 98 I A1284 Lot 12-1 1142,0 7,0 111 10,9 7 92 A1285 Lot 12-1 1144,0 18,0 109 11,4 7 90 A1286 Lot 17,1 1150,0 20,0 117 13,5 12 92 I A1287 Lot 17-1 1152,0 22,0 115 13,0 12 90 A1288 Lot 88-1 1148,0 19,0 116 14,2 12 91 A1289 Lot 88,1 1149,0 19,0 116 12,0 12 91 A1290 Lot 13,1 1142,0 13,0 110 13,0 7 91 I A1291 Lot 13-1 1144,0 15,0 111 8,2 7 92 I ~ I I II Project Number: 88,81 -148,03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Approximate Approximate Field Relative POINT Test Approximate IDENTtF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction I ICATION Elevation (ft) Below Test (ft) Density Content 1%) Type (%) --------------------------------_._------.--_.-.-----.----------------------------------------------------.........----......--. A1292* 6,28,90 Tract 24131-1, Lot 13-1 1148,0 19,0 124 10,5 9 95 I A1293* " lot 13-1 1148,0 19,0 122 8,9 9 93 A1294* " Lot 16-1 1147,0 17,0 123 8,7 9 94 A1295* " Lot 16-1 1147,0 17,0 125 11.2 9 95 I A1296 " lot 17,1 1148,0 13,0 110 7,5 7 92 A1297 " Lot 17,1 1148,0 13,0 110 7,4 7 91 A1298 Lot 12-1 1147,0 18,0 111 7,7 7 92 A1299 lot 12-1 1147,0 18,0 110 7,6 7 91 I A1300 lot 74.1 1153,0 18,0 125 8,9 9 96 A1301 lot 74-1 1153,0 18,0 113 12,0 7 94 A1302 lot 86- 1 1148,0 18,0 116 12,0 7 96 I A1303 lot 86, 1 1148,0 18,0 116 9,1 9 90 A1304 lot 88- 1 1150,0 20,0 '15 9,5 7 95 A1305 lot 88- 1 1150,0 20,0 115 8,8 7 95 I A1306 Via Bande, Lot 24 1160,0 16,0 114 10,0 7 95 A1307 Via Bande, lot 82 1160,0 16,0 117 10,1 7 93 A13D8 lot 18-1 1150,0 15,0 109 9,9 7 91 A13D9 lot 18-1 1150,0 15,0 108 8,5 7 90 I A1310 lot 23- 1 1146,0 2,0 109 8,4 7 91 A1311 Lot 23- 1 1146,0 2,0 114 10,1 7 95 A1312 lot 26-1 1149,0 2,0 117 8,9 7 91 I A1313 lot 26, 1 1149,0 2,0 113 11,5 7 94 A1314 lot 20-1 1147,0 3,0 111 7,7 7 92 A1315 lot 20.1 1147,0 3,0 110 7,0 7 92 A1316 Tr 24131,2, Greenbelt, Adj, lot 85,2 1180,0 13,0 110 14,3 4 93 I A1317 GreenbeLt, Adj. lot 84-2 1180,0 17,0 108 14,6 4 91 A1318 Greenbel t, Adj. lot 82-2 1180,0 16,0 109 15,4 4 92 A1319 lot 61,2 1188,0 6,0 109 13,7 4 92 I A1320 lot 62,2 1196,0 4,0 107 15,6 4 91 A1321 Lot 80-2 1180,0 8,0 108 13,1 4 91 A1322 Lot 78, 2 1184,0 6,0 107 14.8 4 91 I A1323 lot 76- 2 1193,0 4,0 111 15,2 4 94 A1324 lot 74-2 1194,0 4,0 108 13,2 4 91 A1325 lot 85-2 1184,0 12,0 104 10,4 4 88 A1326 Lot 83-2 1184,0 7,0 104 10,8 4 88 I A1327 lot 81-2 1184,0 12,0 103 9,8 4 87 A1328 lot 59,2 1197,0 5,0 109 14,2 4 92 A1329 lot 64-2 1204,0 4,0 110 15,6 4 93 II A1330 Lot 75-2 1194,0 5,0 109 15,1 4 92 A1330R"-"-----iletut--1l1A1iS6 '-~--:?--------,~92 A1331R " Retest of A1235\.5Z.5 1184,0 12,0 107 14,4 4 91 II A1332R " Retest of A1326 1184,0 7,0 107 16,2 4 90 A1333R " Retest of A1327 1184,0 12,0 109 15,5 4 92 I , ~~ I --- I I Paloma Del Sot I Mesa Homes Project NlII1ber: 88,81-148,03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approx i mate Approximclte Field Relative I 10ENTl F Date Test location Test Depth of Fill Dry Moisture- Soil Compact i on lCATlON Elevation (ft) Below Tes;! (1't) Density Content (%) Type (%) .................----....-----..........................................................---......---.................-----....-- A1334 6-28-90 Tract 24131-2, Lot 60-2 11958,0 8,0 109 15,6 4 92 I A1335 " Lot 63-2 1206,0 8,0 109 14,6 4 92 A1336 " Lot 77-2 1194,0 9,0 109 14,1 4 92 A1337 " Greenbelt, Adj, Lot 85-2 1186,0 21.0 108 14,8 4 91 I A1338 " Greenbel t, Adj, Lot 82-2 1186,0 22,0 107 13.6 4 90 A1339 " Greenbelt, Adj, Lot 81-2 1186_0 22,0 107 13,9 4 90 A1340 No Test A1341 No Test I A1342 No Test A1343 No Test A1344 No Test I A1345 6/29/90 Lot 11-2 1188,0 16,0 108 9,2 3 94 A 1346 " Lot 12,2 1188,0 31.0 106 9,9 3 93 A1347 " Lot 13-2 1188.0 33,0 106 12,3 17 90 I A1348 " Lot 14-2 1188,0 33,0 109 10,3 3 95 A1349 " Lot 15,2 1188,0 30,0 111 12,3 17 94 A1350 " Lot 16,2 1188,0 32,0 108 12,1 17 92 A1351 " Lot 17-2 1188,0 32.0 106 12_4 17 90 I A1352 " Lot 18-2 1188,0 31.0 104 15,6 17 88 ' A1353 " Lot 19-2 1188.0 26.0 105 16.1 17 89' A1354 " Tract 24131-1, Lot 14,1 1152,0 27,0 120 10,1 12 93 I A1355 " Lot 16.' 1155,0 27,0 118 9,4 12 91 A1356 " Lot 18-1 1155,0 21.0 118 8,8 12 91 A1357 " Lot 14-1 1154,0 29,0 107 12,7 17 90 A1358 " Lot 18-1 1156,0 19,0 109 11,9 17 92 I A1359 " Lot 17-1 1154,0 21.0 104 8,7 14 90 A1360 " Lot 16-1 1156,0 28,0 108 13,2 17 91 A1361 " Lot 12-1 1154,0 26,0 106 9,1 14 92 I A1362 " Lot 24,1 1161.0 13,0 108 11.9 17 91 A1363 " Lot 22-1 1159,0 10,0 106 11.7 17 90 A1364 " Lot 19,1 1156,0 15,0 107 13,1 17 90 I A1365 " Lot 15'1 1154,0 29.0 106 12,6 17 90 A1366* Tr 24131-2, Greenbelt, Adj. lot 79.2 1190,0 8,0 109 15,6 4 92 A1367* Lot 72,2 1190,0 8,0 107 14,8 4 90 A136S* Lot 70-2 1190,0 8,0 107 15,9 4 90 I A1369* Lot 92,2 1192,0 15,0 107 14,8 4 90 A1370 Lot 90-2 1192,0 39.0 108 16_2 4 91 A1371 Lot 87,2 1194,0 35,0 107 14,1 4 90 I A1372 Greenbel t, Adj, Lot 81-2 1194,0 31.0 107 13,7 4 90 A1373 Lot 83-2 1194_0 17,0 108 14.6 4 91 A1374 Lot 73.2 1194,0 7,0 108 15,2 4 91 I A1375 Tract 24131-3, Lot 69-3 1194.0 7,0 106 14,2 4 90 A1376 Tr 24131-2, GreenbeLt, Adj. Lot 81-2 1198,0 26,0 108 13,5 4 91 I ~'b I I I Project Number: 88,81,148,03 I POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction I ~:~~~~~-------,.,"',.,"__________"""'_________'",,~~~~~:~~~_~::~___~~~~~,~~~:_~I:~,_~~~~~::__:~~:~~:_~~~_~~___~~~___,_,. A1377 6-29-90 Tract 24131-2, Lot 71-2 1198.0 13,0 108 13,8 4 91 I A1378 " Lot n-2 1200,0 15,0 109 14,7 4 92 A1379 " Tract 24131-3, Lot 69-3 1200,0 18,0 110 13,1 4 93 A1380 " Lot 71,3 1202.0 23,0 108 14,3 4 91 IA1381 7/02/90 Tr 24131-1, Montelegro Way Sta 22+50 1143,0 17,0 121 9,2 9 93 A1382 Montelegro Way, Sta 23+00 1143,0 17,0 121 9,2 9 93 A1383 Montelegro Way, Sta 24+00 1146.0 24.0 117 9.4 9 90 A1384 Montelegro Way, Sta 26+00 1151,0 26,0 120 6,7 9 92 IA1385 Montelegro Way, Sta 27+50 1152,0 27,0 118 6,6 9 90 A1386 Montelegro Way, Sta 27+00 1152,0 23,0 120 6,6 9 92 A1387 Montelegro Way, St. 28+00 1153.0 19,0 118 7,0 9 90 I A1388 Montelegro Way, Sta 28+50 1153,0 15,0 118 6,7 9 90 A1389 Montelegro Way, Sta 29+00 1154,0 11,0 120 6,4 9 92 A1390R Retest of A1352 1188,0 31.0 119 12,1 17 92 A1391R Retest of A1353 1188,0 26,0 119 12,9 17 91 IA1392 7-20-90 Tr 24131-2, Montelegro, Adj, Lot 18 1185,0 17,0 105 17,2 16 88 A1393 Montelegro, Adj, Lot 15 1181,0 33,0 104 15,7 16 88 A1394R Retest of A1352 .A-\~'2- X", 1185,0 17,0 108 17.1 16 91 I A1395R Retest of A1393 1181.0 33,0 108 16,0 16 91 A1396 Montelegro, Adj, Lot 13 1180,0 25,0 107 18,1 16 90 A1397 Lot 11-2 1180,0 10,0 107 19,1 16 90 I A1398 Lot 12,2 1180,0 19,0 107 17,1 16 90 A1399 Lot 13-2 1180,0 26,0 109 16,3 16 92 A1400 7-23-90 Tract 24131, Lot 125 1210,0 0,0 115 5,3 12 88 A1401 " Lot 126 1210,0 1.0 108 11.0 7 90 I A1402R 7-25'90 Retest of A1400 1210,0 0,0 119 11,6 12 92 A1403 Tract 24131, Lot 10 1206,0 14,0 106 12,9 17 90 A1404 Lot 13 1206,0 28,0 107 13,3 17 90 I A1405 Via Arias, Adj, Lot 12 1207,0 19,0 108 15,2 17 91 A1406 Via Arias, Adj, Lot 11 1207,0 14,0 107 13,9 17 90 A1407 Lot 9 1208,0 4,0 105 7,3 14 91 I A1408 Lot 12 1208,0 23,0 107 8,1 14 93 A1409 Via Arias, Adj, Lot 24 1208,0 4,0 108 14,1 17 91 A1410 " Lot 35 1201,0 19,0 108 12,1 17 91 A1411 " Lot 33 1199,0 12,0 107 11.7 17 90 I A1412 " Tr 24131'3,Calle Avelle Adj, Lot 35-31198,0 15,0 108 13,4 17 91 A1413 " Lot 34-3 1199,0 14,0 108 13,6 17 91 A1414 7-26'90 Tract 24131, Lot 11 1208,0 23,0 116 5,3 10 90 IA1415 " Lot 9 1210,0 11,0 117 5,7 10 90 A1416 " Lot 10 1209,0 11.0 106 9,1 14 92 A1417 " Lot 12 1212,0 28,0 105 8,7 14 91 A1418 " Lot 11 1212,0 22,0 104 8,0 14 91 I A1419 " Lot 11 1212,0 23,0 104 9,3 14 91 TABLE 1 SUMMARY OF FIELO TEST RESULTS I ,,€>P<l I i I I I I Paloma Del Sol I Hesa Homes Project NLJflber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approx;mate Approximate Approximcltc Field Relative IDENTI F Date Test Location Test Depth of FHt Dry Moisturt! Soil Compaction I ICATION Elevation (ft) Below Te5it eft) Density Content (%) Type (%l ........................._______._______..............____0....._---.........----..... ..--.....................-...........----- A1420 7-26-90 Tract 24131, Lot 14 1209,0 36,0 117 8,5 10 90 I A1421 Lot 15 1211,0 35,0 117 9,1 10 90 A1422 Lot 13 1212,0 30,0 116 9,5 10 89 A1423 Lot 12 1213,0 27,0 115 8,5 10 88 I A1424 Lot 14 1212,0 37,0 118 9,0 10 91 A1425R Retest of A1422 1212,0 30,0 118 9,3 10 91 A1426R Retest of A1423 1213,0 27,0 116 9,1 10 90 A1427 Lot 10 1213.0 17,0 108 11,5 7 90 I A1428 Lot 11 1214,0 25,0 109 12,5 7 91 A1429 Lot 12 1215,0 31,0 108 11.8 7 90 A1430 Lot 9 1214,0 17,0 117 7,4 10 90 I A1431 lot 8 1210,0 6.0 118 6,9 10 91 A1432 Lot 13 1214_0 35,0 119 9_1 10 91 A1433 Lot 14 1214,0 38,0 120 8,8 10 92 I A1434 Lot 15 1214,0 39,0 118 8,3 10 91 A1435 7-26-90 Tract 24131-3, lot 6-3 1165,0 7,0 109 9,2 6 91 A1436 " Lot 8,3 1165,0 1.0 109 9,4 6 91 A1437 Lot 7-3 1167.0 12_0 109 8,5 6 91 I A1438 Lot 85-3 1167,0 5,0 109 8,5 6 91 A1439 Lot 5-3 1169,0 4,0 110 9,7 6 92 A1440 Lot 8-3 1169,0 6,0 109 8_0 6 91 I A1441 Lot 6-3 1171.0 15,0 108 8,0 6 91 A1442 Lot 86-3 1171.0 5,0 109 8,6 6 91 A1443 Slope Adj, Lot 5,3 1173,0 6,0 111 5,6 6 93 A1444 Slope Adj, Lot 7-3 1173,0 23,0 111 5,6 6 93 I A1445 Slope Adj, Lot 9-3 1173,0 11,0 112 3,5 6 94 A1446 Slope Adj, Lot 12,3 1175,0 3,0 112 8,7 6 94 A1447 lot 84-3 1175.0 6,0 113 10,9 6 94 I A1448 Lot 86-3 1175 ,0 5,0 114 10,2 6 95 A1449 Lot 6-3 1175,0 20,0 112 9.6 6 94 A1450 Lot 5-3 1177_0 7,0 111 10_5 6 93 I A1451 Lot 9-3 1177,0 7,0 108 9,1 6 91 A1452 Lot 85,3 1177,0 15_0 109 8,8 6 91 A1453 Lot 15-3 1179_0 6,0 109 8_3 6 91 A1454 Lot 17-3 1179,0 3.0 110 8,0 6 92 I A1455 Lot 82-3 1179,0 4_0 113 7,4 6 95 A1456 Lot 5 - 3 1181.0 9_0 109 6,8 6 92 A1457 Lot 8,3 1181,0 18,0 109 8,0 6 91 I A1458 Lot 10-3 1181.0 7_0 110 6.9 6 92 A1459 7-27-90 Tract 24131, Lot 14 1215,0 39_0 109 8,8 7 91 A1460 " Lot 12-3 1215,0 31,0 108 8,2 7 90 A1461 " Lot 10-3 1214,0 22,0 109 9,3 7 91 I A1462 " Lot 9,3 1213,0 10,0 110 10,6 7 91 I CbJt, I I I Paloma Del Sol I Mesa Homes Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximclte Field Relative IDENTJ F Date Test Location Test Depth of Fi II Dry Moisturl~ Soil Compaction I I CATI ON Elevation (ft) Below Te~;t eft) Density Content (%) Type (%) - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - . . - ~ - - - - - - - - - - - . - - - - - -. - . . . . - . . - - - - . . . . . . . . . . . . . - . . . . . - . - - - - - - . - - - - . - - - - - - - - . - . . . . - . . . - ~ ~ ~ . . . - - - - . A1463 7-27-90 Tract 24131, Lot 11 1215,0 30,0 111 8,4 7 93 I A1464* Lot 14 1215,0 40,0 111 8,1 7 92 A1465* Lot 13 1216,0 35,0 117 7,0 10 90 A1466 Lot 13 1215,0 38.0 117 7,8 10 90 I A1467 Lot 9 1214,0 18,0 116 10,0 10 90 A1468 Lot 11 1215,0 27,0 116 10,3 10 90 ^1469* Lot 10 1214,0 18,0 117 11.1 10 90 A1470 Tract 24131-3, Lot 37,3 1208,0 45,0 110 9,3 7 92 I A1471 " Lot 38-3 1201,0 32.0 111 10,2 7 92 A1472 " Lot 40.3 1199,0 22,0 117 7,2 10 90 A1473 " Lot 41-3 1197,0 6,0 117 8.7 10 90 I A1474 " Lot 39-3 1200,0 22,0 118 9,1 10 91 A1475 " Lot 37-3 1209,0 45,0 108 7,8 7 90 A1476 " Lot 38-3 1209,0 41,0 110 7,6 7 91 A1477 " Lot 40-3 1210,0 27,0 115 5.0 18 92 I A1478 " Lot 41-3 1211.0 19,0 110 6,5 7 91 A1479 " Tract 24131, Lot 16 1211.0 48,0 111 6.7 7 92 A1480 " Tract 24131-3, Slope Adj. Lot 6-3 1181.0 31,0 111 9,0 6 93 I A1481 " SLope Adj. Lot 8-3 1181.0 24,0 112 8,1 6 94 A1482 " Slope Adj_ Lot 10-3 1181.0 9_0 109 10.9 6 91 A1483 " Slope Adj, Lot 14-3 1181.0 9,0 109 11. 2 6 91 A1484 " Slope Adj. Lot 5-3 1182_0 20,0 109 9,9 6 91 I A1485 " Slope Adj, Lot 8,3 1182,0 26,0 109 9,8 6 91 A1486 Slope Adj. Lot 12-3 1182,0 6,0 110 9,8 6 92 A1487 Slope Adj. Lot 15 1182,0 15,0 109 9.9 6 91 I A1488 Lot 86-3 1181.0 9,0 109 9_3 6 91 A1489 Lot 82-3 1181,0 1.0 108 9,3 6 91 A1490 Lot 84,3 1181.0 14,0 109 9,0 6 91 I A1491 Lot 85-3 1181.0 21.0 108 9,6 6 91 A1492 7-27-90 Lot 6-3 1182,0 24,0 110 9,7 6 92 A1493 Lot 9'3 1182,0 9,0 110 9.6 6 92 I A1494 Lot 15-3 1182,0 13,0 111 9_4 6 93 A1495 Lot 18-3 1182,0 6,0 111 9.5 6 93 A1496 Slope Adj, Lot 7,3 1183,0 34,0 111 8,4 6 93 A1497 Slope Adj, Lot 9-3 1183,0 17,0 110 8.1 6 92 I A1498 Lot 87,3 1183,0 6,0 109 8,6 6 91 A1499 Lot 82-3 1183,0 5_0 108 8,9 6 90 A1500 Lot 10-3 1184_0 7_0 108 8,9 6 90 I A1501 Lot 14-3 1184,0 7,0 109 8,3 6 91 A1502 Lot 18-3 1184_0 3,0 110 7,8 6 92 A1503 Lot 5-3 1185,0 13,0 111 9,4 6 93 A1504 Lot 7-3 1185,0 29,0 108 10,6 6 90 I A1505 Lot 9-3 1185,0 13,0 108 9,1 6 91 I ?fo I I I Paloma Del Sol/Mesa Homes Project NUTber: 88-81-148-03 TABLE 1 I SUMMARY OF F I ELO TEST RESULTS POINT Test Approximate Approx i mate ApproximcltE~ Field Relative IDENTI F Date Test Location Test Depth of Fi ll. Ory MoisturE~ Soi l Corrpaction I ICATION Elevation (ft) Below Te~.t eft) Density Content (%) Type (%) ................................................................................................................................ A1506 7-27-90 Tract 24131-3, Lot 12,3 1185,0 5,0 108 9,8 6 90 I A1507 lot 13.3 l1B6,O 6.0 109 9,6 6 91 A1508 Lot 16-3 1186_0 16,0 109 9,8 6 91 A1509 Lot 18-3 1186,0 2_0 108 9,4 6 91 I A1510 ~ot 14-3 1187,0 10,0 109 10,4 6 91 A1511 Lot 17-3 1189_0 11.0 109 9.7 6 91 A1512 Lot 16-3 1188,0 16_0 110 9,7 6 92 A1513 Lot 18-3 1188_0 4,0 111 9,1 6 93 I A1514 Lot 17-3 1189,0 14,0 110 9,6 6 92 A1515 Lot 22-3 1189_0 7,0 109 9,4 6 91 A1516 Lot 14-3 1190,0 14_0 110 9,8 6 92 I A1517 Lot 17-3 1190.0 16,0 108 10,1 6 91 A1518 Lot 21 -3 1191.0 4,0 110 9,9 6 92 A1519 Lot 22-3 1191.0 11.0 109 9,8 6 91 A1520 07,30.90 Tract 24131,2, Lot 76-2 1208,0 20,0 112 9,8 7 94 I A1521 Lot 78,2 1207,0 29,0 108 10,5 7 90 A1522 Lot 74-2 1208,0 10,0 112 7,3 7 93 A1523 Lot 77-2 1207,0 24,0 110 9,7 7 92 I A1524 Lot 75-2 1208,0 17,0 111 10,4 7 92 A1525* ~ot 78-2 1209.0 22,0 110 10.6 7 91 A1526' Lot 79-2 1207,0 31.0 108 8,9 7 90 I A1527 Greenbelt, Adj. lot 79.2 1208,0 33,0 110 9_3 7 92 A1528 Lot 77-2 1208,0 18,0 108 8,7 7 90 A1529 Lot 76-2 1209.0 18,0 108 B,5 7 90 A1530 Lot 74-2 1212,0 13.0 110 7,1 7 91 I A1531 Lot 75-2 1210,0 18,0 111 12,9 7 93 A1532 Greenbelt, Adj, Lot 76-2 1209,0 11.0 116 10,7 12 90 A1533 Greenbelt, Adj, Lot 78-2 1209,0 19,0 118 10,0 12 91 I A1534' Lot 117,2 1195,0 22,0 119 9_3 12 91 A1535* lot 116.2 1196,0 30,0 117 10_2 12 90 A1536 Greenbelt, Adj. lot 79.2 1205,0 33,0 108 8,3 7 90 I A1537 Lot 79-2 1206_0 38_0 109 7,9 7 91 A1538 Lot 79-2 1205,0 29.0 108 8,8 7 90 A1539 Lot 81-2 1201.0 34,0 110 8,1 7 92 A1540 .. Tract 24131-1, Lot 79-1 1162,0 24,0 111 5,9 7 92 I A1541 Lot 76-1 1169,0 37,0 113 4,7 7 95 A1542 Lot 83-1 1156,0 23,0 111 5,3 7 92 A1543 Lot 74-1 1156,0 25,0 109 5,6 7 91 I A1544 Lot 77-1 1164,0 30,0 109 5,4 7 91 A1545 Lot 81-1 1162,0 25,0 109 8,1 7 91 A1546 Lot 75-1 1158,0 27,0 108 7,7 7 90 A1547 Lot 84-1 1158,0 26,0 108 8,2 7 91 I A1548 Lot 85.1 1152,0 22,0 108 8,1 7 90 I ~"V I I I I Paloma Del Sol I Mesa Homes Project Number: 88.81-148,03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Approximate POINT Test Approximate Approximate Field Relative IOENTl F Date Test Location Test Depth of Fi II Dry MoisturE' Soil Compaction I ICATION Elevation eft) Below Test (ft) Density Content (%) Type (%) .--......---------------------.-......--..--------.--.........----------........-.-.-.......--.--....--.....---_.........-...... A1549 7-30-90 Tract 24131-1, Lot 88-1 1152,0 22,0 108 8.3 7 90 I A1550 Lot 89-1 1152,0 5.0 108 7,8 7 90 A1551 Lot 94-1 1154,0 17,0 108 8,9 7 90 A1552 Lot 86,1 1154,0 27,0 108 8,5 7 90 I A1553 Lot 85-1 1156,0 26,0 109 8.0 7 91 A1554 Lot 88-1 1156,0 24,0 109 8,2 7 91 A1555 Lot 82-1 1160,0 26,0 110 7,6 7 92 A1556 7-31-90 Tract 24131'2, Lot 116-2 1194,0 26,0 112 8,9 19 88 I A1557 " Lot 117-2 1194,0 15,0 114 7,5 19 90 A1558* " Lot 118-2 1194_0 14,0 116 8,7 19 91 A1559* " Lot 115-2 1194,0 35,0 115 8.3 19 90 I A1560R " Retest of A1556 1194_0 26,0 115 8,6 19 90 A1561 " Greenbelt, Adj. Lot 116-2 1193_0 27,0 113 9,0 19 89 A1562 " Greenbelt, Adj. Lot 114-2 1194,0 30,0 114 9,3 19 90 I A1563R Retest of A1561 1193_0 27_0 115 8,8 19 91 A1564* Lot 75-2 1212,0 19,0 116 8,1 19 91 A1565 Greenbelt, Adj. Lot 76-2 1210,0 10,0 116 9,3 19 91 A1566 Lot 77-2 1210_0 24,0 115 7,9 19 90 I A1567 Lot 79,2 1209,0 29,0 117 9,6 19 92 A1568 Lot 80-2 1207.0 34,0 116 8_9 19 91 A1569 Greenbelt, Adj, Lot 81-2 1196,0 30,0 117 8,7 19 92 I A1570 Greenbelt, Adj, Lot 82-2 1195,0 30,0 115 8,1 19 90 A1571 Greenbelt, Adj. Lot 81-2 1197,0 30,0 118 9,0 19 92 A1572 Tract 24131-3, Lot 40-3 1204,0 16,0 118 9,6 19 92 A1573 Lot 41,3 1200,0 6,0 115 8,2 19 90 I A1574* lot 38,3 1211.0 30,0 117 8,7 19 92 A1575 Lot 40-1 1204,0 19_0 116 9,9 19 91 A1576 Tract 24131-1, Lot 85,1 1160,0 28,0 111 9,3 7 93 I A1577 Lot 94-1 1160,0 25,0 112 9,4 7 93 A1578 Lot 84-' 1160.0 27,0 113 8,9 7 94 A1579 " Lot 87,1 1160.0 32,0 111 8,7 7 93 I A1580 Lot 85-1 1162,0 30,0 113 8_ 1 7 94 A1581 Lot 82-1 1162_0 25,0 108 9,5 7 90 A1582 Lot 76-1 1161.0 29,0 109 9_5 7 91 A1583 Lot 73-1 1161.0 25,0 109 8,9 7 90 I A1584 Lot 85-1 1162,0 31,0 110 9,4 7 91 A1585 lot 84-' 1162_0 25,0 110 9,8 7 92 A1586 lot 84-' 1164,0 31,0 111 9,6 7 92 I A1587 lot 81- 1 1164,0 26,0 110 9,4 7 91 A1588 Lot 77-1 1166,0 33,0 110 9.7 7 92 A1589 Lot 79-1 1166,0 26,0 108 9,2 7 90 I A1590 Lot 80-1 1168,0 30,0 109 8,9 7 91 A1591 Lot 78-1 1168,0 33,0 109 9,2 7 91 I ~ I ----- I I I Paloma Del Sol I Mesa Homes Project Nl.ITber: 88-81 - 148,03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Approximate POINT Test Approximate Approximate Field Relative 10ENTIF Date Test location Test Depth of Fi H Dry Moisture Soil Compact i on I ICATJON ELevation (ft) Below Te!;t Ut) Density Content (%) Type (%) --------....--.....-.......-..------.------------------------------..-..-..-.-...... ....---..........-...................-..... A1592 7-31-90 Tract 24131-1, Slope Adj, Lot 87-1 1163,0 27,0 110 9,2 7 92 I A1593 Slope Adj. lot 83-1 1165,0 35,0 111 8_6 7 93 A1594 Slope Adj, Lot 82-1 1167,0 34,0 109 9.7 7 91 A1595 Lot 80,1 1172,0 37,0 109 10,2 7 91 I A1596 Slope Adj, Lot 81-1 1174,0 39,0 110 10,3 7 91 A1597 Slope Adj, Lot 75-1 1167,0 36,0 108 9,3 7 90 A1598 Slope Adj, Lot 86-1 1165,0 36,0 109 9,0 7 91 A1599 Slope Adj, Lot 88-1 1165,0 13,0 109 9,4 7 91 I A1600 8'01-90 Slope Adj, lot 88-1 1164,0 22,0 108 8,9 7 90 A1601 " Slope Adj, Lot 84- 1 1164,0 35,0 109 9,4 7 90 A1602 " Slope Adj, Lot 82-1 1166,0 33,0 112 7,0 7 94 I A1603 " Lot 84-1 1162,0 30,0 111 6,5 7 93 A1604 " Lot 82-1 1166,0 31.0 108 7,8 7 90 A1605 " Lot 72-1 1166_0 9,0 109 9_6 7 91 I A1606 Lot 74-1 1166,0 35,0 109 8,7 7 91 A1607 Lot 76-1 1166_0 34,0 109 8_6 7 91 A1608 Lot 73- 1 1168,0 25,0 109 8,4 7 91 A1609 Lot 75-1 1168_0 37,0 109 8,7 7 91 I A1610 Lot 77-1 1168,0 35,0 110 8,4 7 92 A161, Lot 78.' 1170.0 33.0 107 " .2 7 89 A1612 Lot 76-1 1170,0 38.0 106 11.6 7 88 I A1613 lot 74-1 1170_0 38,0 105 11.0 7 68 A1614 Lot 72-1 1170,0 8,0 107 10,6 7 89 A1615R Retest of A1611 1170,0 33_0 109 9,1 7 90 A1616R Retest of A1612 1170_0 38,0 109 9,1 7 91 I A1617R " Retest of A1613 1170,0 38,0 109 9,3 7 91 A1618R Retest of A1614 1170,0 8,0 109 10,1 7 91 A1619 Slope Adj, Lot 78-1 1171. 0 37,0 110 9,0 7 91 I A1620 Lot 74-1 1171. 0 39,0 109 8,7 7 91 A1621 Slope Adj. Lot 74-1 1171.0 42,0 109 8,7 7 91 A1622 Slope Adj, Lot 73-1 1171.0 34,0 109 9,2 7 91 I A1623 lot 73., 1172.0 30,0 110 9,5 7 91 A1624 Lot 75-1 1172,0 41.0 108 8,9 7 90 A1625 Lot 77,1 1172,0 39,0 108 9,2 7 90 A1626 Lot 78-1 1174,0 38,0 109 9,4 7 90 I A1627 Lot 76-1 1174,0 42,0 109 7,0 7 91 A1628 Lot 74,1 1174,0 44,0 110 9,7 7 91 A1629 Lot 72-1 1174,0 17_0 108 9_7 7 90 I A1630 Slope Adj, Lot 72-1 1175,0 18,0 109 9,8 7 91 A1631 Slope Adj, Lot 74-1 1175,0 46,0 111 10_5 7 93 A1632' Tract 24131-2, Lot 79-2 1210,0 33,0 117 6,7 10 90 I A1633' Lot 80-2 1208,0 36,0 118 9,4 10 91 A1634 Lot 82- 2 1206,0 31.0 118 9,9 10 91 I ~ I I I Paloma Det Sol I Mesa Homes Project Nl..I'l'ber: 88'81-148-03 TABLE 1 I SUMMORY OF FJELO TEST RESULTS POINT Test Approximate Approximate Approxim.1;tP. Field Relative IOENTIF Date Test location Test Depth of Fill Ory Moisture Soil Compaction I ICOTION Elevation (ft) Below Te:>t (ft) Density Content (%) Type (7.) ...----...---..........----.-.----------.....-...................................,.........-------..........................----. A1635 8,Ol-9D Tract 24131'2, Lot 84.2 12D3,D 28,0 l1D 7,3 7 92 I A1636 " Lot 85,2 1202,D 26.D 112 8,3 7 93 A1637 " Lot 85-2 12DD,D 26,D 112 7_4 7 93 01638 " Lot 78-2 1216,0 27,D 113 9,2 7 94 I 01639 Lot 77-2 1211.0 26,D 112 11.2 7 93 Al640' Lot 85,2 12D3,O 28_D 113 8,4 7 94 01641 Lot 83-2 12D7,O 24,D 111 9,2 7 92 Al642 Lot 81-2 12D8,O 33,D 112 1D,l 7 93 I 01643 Lot 112,2 1199,D 39,D 108 9,3 7 9D 01644 Lot 111-2 1197,D 39,D 109 5,8 7 91 01645 Lot 110-2 1195,0 25,D 108 8,2 7 9D I Al646 Lot 113-2 1199,D 37,D 108 9,2 7 9D Al647 Lot 112,2 1198,0 37,D 109 11.4 7 91 A1648 Tract 24131.1, Slope Adj, Lot 75-1 1175,0 44,D 111 5,6 7 93 01649 Lot 77.1 1175,0 4D,D 112 8_7 7 94 I 0165D Lot 72-1 1176,0 9.D 106 11.4 7 88 01651 Lot 74-1 1176,0 44,D 106 11.5 7 88 01652 Lot 76-1 1176_D 43,D 106 lD_8 7 88 I A1653R Retest of A1650 1176,0 9,D llD 9,7 7 91 A1654R Retest of A1651 1176.0 44.0 110 9_1 7 92 A1655R Retest of A1652 1176, D 43,D 108 9,8 7 90 I A1656 Lot 73.1 1177,0 40,0 109 9,8 7 91 A1657 Lot 75-1 1177,D 46,D 108 9,7 7 9D A1658 Lot n.1 1177,0 44,D 112 6,6 7 93 01659 Lot 76-1 1178_0 45_D 111 6.9 7 92 I 0166D Lot 74-1 1178,0 47,D 109 7,1 7 90 01661 Lot 72-1 1178,0 26,D 110 6,8 7 91 A1662 Lot 71-1 1179,0 7,D 109 8,2 7 91 I Al663 Lot 72-1 1179,0 27,D 108 7,2 7 90 01664 Tract 24131, Lot 73 1224,0 D,D 122 9,7 13 92 Al665 Lot 73 1226,0 2,D 12D 9,3 13 91 I A1666 lot 73 1227.0 3.0 119 8,0 13 90 A1667 No Test A1668 8-02'90 Tract 24131 -2, Lot 111,2 1196,0 36,D 115 8,3 19 90 01669 Lot 112-2 1197,0 39,D 116 9,1 19 91 I A1670 Lot 112-2 1198,0 4D,D 116 7,7 19 91 01671 Lot 111-2 1195,0 34,0 115 8,7 19 9D 01672 Lot 88.2 1195,0 39,D 117 9,6 19 92 I A1673 Lot lD7'2 1191.0 18,D 109 10,2 7 91 A1674 Lot 109-2 1194,D 24,0 110 10,7 7 92 01675 Lot lD8'2 1192,0 2D,O 109 11.6 7 91 A1676 Lot 11D'2 1194,0 23,0 107 7,8 14 93 I 01677 Lot 9D- 2 1191,0 38,0 106 8,3 14 92 I o.p I I I Project NLJTber: 88'81-148-03 TABLE 1 I SUMMARY OF FIELO TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I IDENTI F Date Test Location Test Depth of Fill Ory Moisture Soil Conpaction I CATION E l evat i on (ft) Below Test eft) Density Content e%) Type (Xl ........------.---..----..........................--..._---_.-.....................................-..----------..-------------- A1678 8'02-90 Tract 24131-2, Lot 92-2 1186,0 18,0 108 8,5 14 94 I A1679 " Lot 94-2 1182,0 10,0 109 7,5 14 95 A1680 " Lot 93-2 1184,0 6,0 106 7,9 14 92 Al681 " Lot 91,2 1189,0 32,0 106 8,2 14 92 I A1682 " Lot 107-2 1191,0 22,0 107 9,0 14 93 Al683 " Lot 87-2 1197,0 49.0 107 8,7 14 93 A1684 " Tract 24131-1, Lot 42-1 1174,0 8,0 119 6,7 10 91 A1685 " Lot 55-1 1161.0 3,0 118 8,0 10 91 I A1686 " Lot 52-1 1155,0 3.0 117 10,0 10 90 Al687 " Lot 94-1 1148,0 3.0 120 6,9 10 92 Al688 " Lot 51-1 1152,0 5,0 121 6,6 . 10 93 I A1689 " Lot 54-1 1159,0 5,0 120 5,3 10 92 A1690 " Lot 41-1 1169,0 5,0 117 6,1 10 90 A1691 " Lot 56-1 1166,0 6,0 119 9,1 10 92 A1692 " Lot 93,1 1153,0 8,0 117 8,6 10 90 I A1693 " Lot 2,1 1153,0 7,0 118 9,1 10 91 A1694 8-03-90 Tract 24131-2, Lot 92-2 1189,0 13,0 111 10,5 7 93 A1695 Lot 93-2 1189,0 5,0 110 11,1 7 92 I A1696 Lot 94-2 1190,0 13,0 112 10,3 7 93 A1697 Lot 109-2 1194,0 19.0 112 9,7 7 93 A1698 Lot 107,2 1191,0 16,0 108 9,2 7 90 I A1699 Lot 108-2 1193,0 25,0 112 8,9 7 93 A1700 Lot 110,2 1196,0 20,0 118 9,2 19 93 A1701 Lot 111-2 1198,0 34,0 117 9.8 19 92 A1702 Lot 87-2 1197,0 45,0 115 8,1 19 90 I A1703 Lot 89-2 1196,0 40,0 115 7,7 19 90 A1704 Lot 86-2 1198,0 34,0 115 9,0 19 90 A1705 Lot 94-2 1191.0 9,0 118 8,3 19 92 I A1706 Lot 91-2 1194,0 32,0 117 8,7 19 92 A1707 Lot 106,2 1190,0 10,0 117 9,4 19 91 A1708 Lot 90- 2 1195,0 37,0 118 8,1 19 92 I A1709 Lot 88- 2 1197,0 39.0 116 7,5 19 91 A1710 8-06-90 Lot 18-2 1192,0 34,0 112 12,7 18 90 A1711 Lot 16,2 1189,0 39,0 112 13,3 18 90 A1712 Lot 14-2 1187.0 31.0 '12 13,2 18 90 I A1713 Lot 13-2 1186,0 32,0 116 8,1 18 93 A1714 Lot 15,2 1188,0 36,0 115 7,7 18 92 A1715 Lot 17-2 1190,0 38,0 109 11,1 7 91 I A1716 Lot 16-2 1189,0 37,0 109 11,1 7 91 A1717 Lot 15-2 1188,0 36,0 108 9,0 7 90 A1718 Lot 14.2 1'86,0 31,0 108 10,0 7 90 I A1719 " Lot 13-2 1166,0 31,0 115 11,6 18 92 Al720 " Lot 17,2 1191.0 39,0 '15 12.1 18 92 I ~\ I ------------------------ ---- I I I Paloma Del Sol I Mesa Homes Project Number: 88,81,148,03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTI F Date Test location Test Depth of Fi II Dry Moi sture- Soil Corrpaction I ICATION Elevation (ft) Below Test (it) Density Content (%) Type (%) .....................................................................--..-.....-.--.------..---.-.-............................. A1721 8-07-90 Tract 24131-2, lot 11-2 1187_0 13,0 114 9,6 18 91 I AI722 lot 12-2 1188,0 30,0 112 11.7 18 90 Al723 lot 13-2 1189_0 34_0 116 12,3 18 93 A1724 lot 15,2 1192,0 40,0 115 10,9 18 92 I A1725 lot 17-2 1194,0 39,0 115 11,3 18 92 A1726 lot 18-2 1196,0 39,0 114 12,0 18 91 AI727 lot 16-2 1193,0 39,0 109 12,3 7 91 A1728 Lot 12-2 1189,0 27,0 108 11.4 7 90 I Al729 Tract 24131, Lot 29 1209,0 7,0 108 9,1 7 90 Al730 " lot 31 1211,0 7,0 109 9,8 7 91 AI731 " lot 32 1212,0 5,0 108 10,9 7 90 I Al732 " lot 30 1210_0 3_0 110 10_0 7 91 Al733 " lot 29 1210,0 4,0 109 10,8 7 91 Al734 " lot 23 1201.0 3,0 110 12.1 7 92 Al735 " Lot 22 1198,0 7,0 111 11.8 7 92 I Al736 " lot 24 1201.0 3,0 110 11.1 7 92 AI737 " lot 31 1214,0 0,0 113 10,8 7 94 Al738 " lot 29 1212,0 2,0 111 11.3 7 93 I Al739 " lot 30 1216,0 7,0 108 10,5 7 90 A1740 8-08-90 Tract 24131.2, Lot 21.2 1200,0 20,0 116 9,3 19 91 A1741 " Lot 22-2 1201,0 12,0 115 9.5 19 90 I A1742 " lot 23-2 1201.0 13,0 113 8,6 7 94 A1743 lot 21-2 1202_0 21.0 107 10,0 3 94 A1744 Lot 22-2 1203_0 12_0 108 9,4 7 90 A1745 Lot 23-2 1203,0 7,0 106 11.3 3 95 I A1746 lot 24-2 1202,0 7,0 104 10.7 3 93 A1747 Lot 62-2 1203,0 4_0 109 9,4 7 91 A1748 lot 65-2 1207,0 5,0 112 14,9 7 93 I A1749 lot 66-2 1213,0 4,0 112 14,8 7 93 Al750 " lot 64-2 1204,0 6,0 103 10,6 3 90 Al751 " lot 63-2 1206_0 6,0 108 14,5 3 94 I AI752 8-09-90 Tract 2413'.', Lot 42.1 1170,0 5,0 104 7_7 4 87 A1753 lot 55-1 1167,0 6,0 107 14,9 4 90 A1754 Lot 54-1 1162,0 7,0 103 5,7 4 87 Al755 Via Candeleda, Adj. Lot 43.1 1167_0 6,0 100 4,9 3 87 I A1756 lot 41-1 1172,0 6,0 109 15,2 4 92 Al757 Lot 56-1 1167,0 6.0 104 11.2 3 91 Al758 lot 52-1 1155,0 5,0 100 6_0 3 88 I Al759R Retest of Al752 1170,0 5,0 107 14,6 4 91 A1760R Retest of A1754 1162,0 7_0 108 13,1 4 91 A1761R Retest of A1758 1155,0 5_0 111 10,6 3 97 I A1762R Retest of A 1755 1167,0 6,0 110 11.9 3 96 A1763 lot 53.' 1163,0 8,0 123 6_0 13 92 I ~o/ I I I Project NUTtIer: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I IDENTI F Date Test Location Test Depth of Fill Dry Moisture Soil C~action ICATlON Elevation (ft) Below Test (ft) Density Content (%) Type (X) -------....--.------.....-------............------.....---........----.....-------.----.........---------....--.-----_.......... A1764 8-09-90 Tract 24131,1, Lot 41-1 1174,0 4,0 122 6,6 13 92 I A1765 " Lot 54,1 1164,0 5,0 123 5,3 13 93 A1766 " Lot 42,1 1175,0 7,0 113 9,9 18 91 A1767 " Lot 56-1 1173,0 8,0 114 8,8 18 91 I A1768 " Lot 54,1 1167,0 10,0 117 11.6 18 94 A1769 8'10-90 Lot 52,1 1159,0 7,0 116 12,1 18 93 Al770 " Via Flore, Adj. Lot 45 1169,0 6,0 115 12,4 18 92 Al771 " Via Flore, Adj. Lot 55- 1 1168,0 6,0 118 13,6 18 94 I Alm " Lot 41-1 1176,0 8,0 115 11.7 18 92 Alm " Lot 54,1 1169,0 9,0 115 12,0 18 92 Al774 " Tract 24131-3, Lot 41-3 1204,0 11.0 114 14,1 18 91 I Al77S 8-13-90 Lot 39-3 1208,0 28,0 110 11.8 7 92 A1776 Lot 42-3 1209,0 6,0 108 11.2 7 90 A1m Lot 40-3 1210,0 23,0 110 10,6 7 92 I A1778 Lot 38-3 1212,0 40,0 105 9,3 7 88 Al779R Retest of A1778 1212,0 40,0 111 11.8 7 93 A1780 Lot 37,3 1212,0 42,0 110 11.4 7 92 A1781 Lot 40-3 1212,0 28,0 109 10,9 7 91 I A1782 Lot 36-3 1203,0 25,0 109 10,7 7 91 A1783 Lot 32-3 1204,0 12,0 109 11,3 7 91 A1784 " Lot 33,3 1205,0 18,0 110 10,9 7 92 I A1785 " Lot 34-3 1206,0 21,0 111 12,2 7 93 A1786 " Lot 35,3 1208,0 27,0 110 11,6 7 92 A1787 " Lot 36,3 1210,0 32,0 110 11.5 7 92 A1788 " Tract 24131, Lot 12 1217,0 35,0 112 12,4 7 93 I A1789 Lot 14 1218,0 44,0 111 11,6 7 93 A1790 Tract 24131-3, Lot 64-3 1206,0 0,0 109 11.3 7 91 Al791 Lot 66-3 1206,0 2,0 109 10,8 7 91 I Al792 Lot 65,3 1209,0 4,0 110 11.6 7 92 A1793 Lot 61-3 1205,0 0,0 109 11,7 7 91 Al794 Lot 61-3 1207,0 2,0 108 11,2 7 90 I Al795 Lot 61-3 1208,0 3,0 110 11,2 7 92 A1796 Lot 59-3 1203,0 16,0 112 12,3 7 93 Al797 Lot 60- 3 1205,0 8,0 111 12,1 7 93 A1798 Lot 68-3 1207,0 0,0 111 12,6 7 93 I A1799 Lot 43-3 1205,0 0,0 111 11,8 7 93 A1800 Lot 44-3 1207,0 5,0 109 11.1 7 91 A1801 Tract 24131, Lot 10 1215,0 18,0 111 12,3 7 93 I Al802 Lot 8 1214,0 7,0 109 11.7 7 91 A1803 Lot 7 1213,0 0,0 108 11.9 7 90 A1804 Lot 7 1214,0 2,0 110 11.4 7 92 A1805 " lot 7 1216,0 3,0 111 12,0 7 93 I A1806 " Lot 28 1213,0 0,0 110 11,1 7 92 I <\$ I I I Paloma Del Sol I Mesa Homes Project NL.mber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Approximate Approximate Approximc:tE- Field Relative POINT Test IOENTI F Date Test Location Test Depth of Fill Ory Moi sturE! Soil Compaction I I eAT ION Elevation (ft) Below Test (1't) Density Content (%) Type (X) -----~~~- -- --- ------- -- - - -- - -- ---- - --- - - ---~._. -~..-.- ---- - - - - -- ----- --- - - - - - - - - - - -- -. - - - -- - - - - - -..-... -... - ~-- -..... ........ --. A1807 8-13-90 Tract 24131-1, Lot 2B 1215,0 2,0 111 12,B 7 93 I A1BOB Lot 27 1216,0 5,0 109 12,2 7 91 A1B09 Tract 24131,3, Lot 72-3 1202,0 20,0 106 B,7 7 BB A1Bl0R Retest of A1S09 1202,0 20,0 109 10,9 7 91 I A1Bll Lot 71-3 1204_0 25_0 110 11.7 7 92 A1B12 Lot 70-3 1206,0 24,0 110 10,7 7 92 A1B13 Lot 69-3 120B,O 21.0 109 10,9 7 91 A1B14 Lot 73-3 1207,0 15,0 111 11.2 7 93 I A1B15 Lot BO-3 1202,0 10,0 109 11.7 7 91 A1B16 Tract 24131-1, Lot 4.1 1149,0 10,0 121 9.7 11 91 A1B17 Lot 3-1 1149,0 5,0 124 10,4 11 93 I A1B1B Lot 1-1 1149,0 2_0 121 B,9 11 91 AIB19 Lot 3-1 1150,0 9,0 121 9,1 11 91 AIB20 Lot 94-1 1152,0 5,0 124 11.2 11 93 I A1B21 Calle Carabana, Adj, Lot 93-1 1150,0 B,O 123 9,3 11 93 A1B22 Lot 93,1 1152,0 5,0 122 9.7 11 92 A1B23 Lot 4-1 1153,0 11.0 122 10,0 11 92 A1B24 Lot 2-1 1153,0 B,O 107 14,7 4 91 I A1B25 Lot 51-1 1159,0 12,0 109 16,2 4 92 ^1S26 Lot 53., "62.0 8_0 110 12_9 4 93 .lB27 Lot 67,1 1162,0 3,0 109 14,3 4 92 I A1B2B Lot 52- 1 1162,0 12,0 110 16_ 1 4 93 .lB29 Lot 53-1 1164,0 10.0 119 11,4 11 90 A1B30 Lot 56-1 1164,0 2,0 121 10,6 11 91 A1B31 Lot 55-1 1165,0 5,0 122 9,7 11 92 I .1B32 B-14-90 Lot 55-1 1165,0 7,0 l1B B,1 10 91 A1B33 Lot 52-1 1157,0 7,0 l1B B,9 10 91 A1B34 Lot 93-1 1155,0 11.0 120 7,6 10 92 I Al835 Lot 6-1 1152,0 10,0 119 7,1 10 92 .lB36 Lot 41-1 1171. 0 4,0 121 7,9 10 93 .1B37 Lot 56-1 1166_0 5,0 119 7_9 10 92 I .lB3B Lot 53,1 1159,0 6,0 117 9.2 10 90 A1B39 Lot 94-1 1157,0 12,0 119 7,7 10 91 Al840 Lot 1-1 115B,O 10,0 l1B B,l 10 91 Al841 Lot 5-1 1155,0 lB.O 120 9,4 10 92 I .1B42 Lot 7-1 1153,0 1.0 119 9_0 10 92 A1843 Lot 42-1 1172,0 B,O 120 B,B 10 92 A1844 Lot 54-1 1165.0 10,0 119 10,9 10 92 I .1845 Lot 51-1 1161,0 13,0 120 B,4 10 92 Al846 Lot 3,1 1157,0 17,0 121 10,2 10 93 A1847 Lot 6,1 1154,0 15,0 l1B 10,6 10 91 I .184B Lot 55-1 1167,0 7,0 117 10,0 10 90 .1849 Lot 67- 1 1162,0 5,0 l1B B,O 10 91 I ~ I I I Paloma Del Sol/Mesa Homes Project Nt..mber: 88-81 -148-03 TAB~E 1 I SUMMARY OF FIELD TEST RESULTS Approximate Approximate Approximate Relative POINT Test Field IOENTI F Date Test Location Test Depth of Fi II Dry Moisture Soil Compaction I ICATION Elevation (to Below Test (tt) Density Content (%) Type (Xl ........-..----...--.....------..--....--....-.........................................................-........................ A1850 8-14-91 Tract 24131,1, Lot 92-1 1159,0 7,0 118 8,7 10 91 I A1851 " Lot 5.1 1157,0 13,0 120 7,9 10 92 A1852 " Lot 43-1 1173,0 6,0 119 8,8 10 92 A1853 " Lot 53,1 1164,0 11.0 119 9,0 10 92 I A1854 Lot 2,1 1160,0 17,0 117 7,6 10 90 A1855 Lot 7,1 1156,0 4,0 117 8,1 10 90 A1856 Tract 24131, Lot 2 1211.0 0,0 110 12.2 7 92 A1857 Lot 1 1210,0 0_0 109 11.3 7 91 I A1858 Lot 1 1212,0 2,0 108 11,4 7 90 A1859 Tract 24131-3, Lot 30-3 1201.0 0,0 109 10.4 7 91 A1860 Lot 30-3 1202,0 2,0 111 10,8 7 93 I A1861 Lot 31-3 1201.0 0_0 110 11.7 7 92 A1862 Tract 24131-2, Lot 33- 2 1216_0 0,0 110 11.3 7 92 A1863 lot 33-2 1218,0 2.0 110 11.9 7 92 I A1864 lot 32-2 1215,0 0_0 110 12,1 7 92 A1865 Tract 24131-3, lot 83-3 1190,0 23,0 110 11.7 7 92 A1866 Lot 833 1190,0 18,0 111 12,8 7 93 A1867 lot 82-3 1192,0 17,0 109 10,7 7 91 I A1868 lot 81-3 1195.0 11,0 111 11.0 7 93 A1869 " Lot 84.3 1192,0 27,0 106 9_3 7 88 A1870R " Retest of A1869 1192,0 27,0 111 10.9 7 93 I A1871 " lot 83-3 1194,0 21.0 108 11.5 7 90 A1872 " lot 82,3 1196,0 21.0 110 12,6 7 92 A1873 " Lot 81.3 1198,0 17,0 110 11,4 7 92 A1874 " lot 81-3 1200,0 10,0 111 11,7 7 93 I A1875 8-15'90 Tract 24131.2, lot 70-2 1217,0 0,0 108 11.4 7 90 A1876 " Lot 70-2 1219,0 2,0 110 10,8 7 92 A18n " Lot 70-2 1220,0 3,0 110 10,7 7 92 I A1878 " Lot 67-2 1216,0 0,0 105 11.6 7 88 A1879R " Retest of A1878 1216,0 0,0 109 11.3 7 91 A1880 " lot 67-2 1218,0 2,0 111 12,2 7 93 A1881 " Lot 66.2 1216,0 1.0 108 11.5 7 90 I A1882 " Tract 24131-3, lot 50-3 1195,0 0,0 111 10,7 7 93 A1883 " Lot 50-3 1197,0 2_0 110 10,4 7 92 A1884 " Lot 50-3 1198,0 4,0 110 11.6 7 92 I A1885 " lot 24,3 1197,0 0,0 105 9,0 7 88 A1886R " Retest of A1885 1197,0 0,0 108 11.7 7 90 A1887 Lot 24,3 1199,0 2,0 108 11.7 7 90 I A1888 Lot 23-3 1196,0 0,0 110 10,9 7 92 A1889 Lot 19-3 1191.0 0,0 112 12_4 7 93 A1890 lot 20-3 1191.0 0_0 111 12,1 7 93 I .,891 Lot 21.3 1195_0 2,0 109 12,0 7 91 A1892 Lot 79.3 1201,0 0,0 109 11,4 7 91 I ~ I , I II Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative II IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction lCATlON Elevation eft) Below Test eft) Density Content (%) Type eX) -_...........-.-.-....-........._------------_._--------------------_.._-------.-----_..._---....--.-......--................... A1893 8-10-90 Tract 24131-3, Lot 79,3 1203,0 2,0 109 11,3 7 91 I A1894 " Lot 80,3 1200,0 0,0 111 11,8 7 93 A1895 " Lot 77-3 1204,0 0,0 109 10,7 7 91 A1896 " Lot 76-3 1204,0 0,0 111 11,1 7 93 I A1897 " Lot 74-3 1208,0 4,0 111 10,8 7 93 A1898 8-15-90 Lot 72-3 1208,0 27,0 109 12,3 7 91 A1899 Lot 71-3 1208,0 24,0 110 12,8 7 92 A1900 Lot 56-3 1189,0 0,0 110 11.4 7 92 I A1901 Lot 57-3 1191.0 2,0 110 11,9 7 92 A1902 Lot 58,3 1188,0 4,0 109 11.1 7 91 A1903 Tract 24131'1, Lot 41-' 1176,0 11,0 108 10,1 7 90 I A1904 Lot 55.1 1168,0 9,0 110 9,3 7 92 A1905 Lot 56-1 1169,0 4,0 108 8,9 7 90 A1906 Lot 53.1 1171.0 19,0 107 10,7 7 90 I A1907 Lot 51,1 1169,0 20,0 109 11.6 7 91 A1908 Lot 52-1 1171.0 16,0 109 12,4 7 91 A1909 Lot 55-1 1173,0 13,0 112 10,9 7 93 A1910 Lot 41,1 1173,0 4,0 110 9,1 7 92 I A1911 Lot 54-1 1170,0 13,0 112 8,8 7 94 A1912 Lot 52-1 1171.0 19,0 110 10.3 7 91 A1913 8-16-90 Lot 55,1 1172,0 15,0 106 12,2 4 90 I A1914 Lot 52,1 1172,0 22,0 108 11.4 4 91 A1915 Lot 67- 1 1172,0 9,0 107 13,3 4 91 A1916 Lot 53,1 1173,0 21.0 108 13,4 4 92 A1917 Lot 56'1 1173,0 9,0 107 12,5 4 91 I A1918 Lot 54,1 1174,0 19,0 103 7,2 4 88 A1919 Lot 66-1 1174,0 9.0 108 10,0 4 91 A1920 Lot 51,1 1174,0 26,0 109 10,8 4 93 I A1921R Retest of A1918 1174,0 19,0 108 10,2 4 91 A1922 Lot 55,1 1175,0 16,0 109 11,3 4 92 A1923 Lot 56-1 1175,0 11,0 108 10,8 4 91 I A 1924* Lot 52,1 1175,0 26,0 108 10,5 4 92 A1925* Lot 66-1 1175,0 8,0 109 11,3 4 92 A1926* Lot 57-1 1176,0 6,0 107 10,4 4 91 A1927 Lot 55-1 1176,0 19,0 108 12,0 4 91 I A192B Lot 67-1 1176,0 12,0 107 12,7 4 91 A1929 Lot 56-1 1177,0 17,0 108 10,6 4 91 A1930 Lot 66,1 1177,0 6,0 107 13,0 4 91 IA1931 Tract 24131-3, Slope Adj, Lot 59,3 1198,0 16,0 110 10,7 7 92 A1932 Lot 60-3 1200,0 1,0 109 11,6 7 91 A1933 Lot 59-3 1202,0 16,0 108 11,4 7 90 I A1934 Lot 60-3 1204,0 10,0 109 10,9 7 91 A1935 Lot 59,3 1206,0 19,0 111 12,6 7 93 I $ I ---- I I Paloma Del Sol I Mesa Homes Project Ni.nber: 88'81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I IOENTI F Date Test Location Test Depth of Fi ll. Dry MoisturE~ Soil C~action ICATICN Elevation eft) Below Te!.t Ut) Density Content (X) Type (X) ......-...--.--...-......-....................-................................... ............................-.......-....- A1936 8-16-90 Tract 24131-3, Lot 22-3 1195_0 13,0 110 11.8 7 92 I A1937 Lot 14-3 1190,0 13,0 110 11.8 7 92 A1938 Lot 18-3 1191.0 9,0 109 11.2 7 91 A1939 Lot 16-3 1191,0 19,0 110 12,2 7 92 _I A1940 Tract 24131-2, Lot 129-2 1184,0 0,0 111 11,7 7 93 A1941 Lot 129-2 1185,0 2.0 111 11,0 7 93 A1942 Lot 129.2 1186,0 4,0 109 10,6 7 91 A1943 Lot 124,2 1190,0 0,0 104 8,8 7 87 I A1944R Retest of A1943, Lot 124-2 1190,0 0,0 110 10,7 7 92 A1945 Lot 123,2 1193,0 2,0 110 11.5 7 92 A1946 8-16-90 Lot 124-2 1193,0 3,0 111 12,1 7 93 I A1947 " Lot 120-2 1194,0 0,0 111 12,7 7 93 A1948 " Lot 119-2 1197,0 2,0 111 12,3 7 93 A1949 " Lot 120-2 1197,0 3,0 110 11.4 7 92 I A1950 " Lot 104-2 1189_0 0,0 109 . 11.1 7 91 A1951 " Lot 105-2 1191,0 2,0 111 11.8 7 93 A1952 " Lot 96-2 1188,0 0,0 109 10,4 7 91 A1953 " Lot 98-2 1186,0 0,0 108 11,4 7 90 I A1954 " Lot 101'2 1183,0 0,0 109 11,5 7 91 .,955 " Lot 100.2 1183,0 0,0 110 11,2 7 92 A1956 " Lot 7,2 1185,0 0,0 105 9,7 7 88 I A1957R Retest of A1956 1185,0 0,0 112 11.8 7 93 .,958 Lot 7,2 1186,0 2,0 112 12,4 7 93 .,959 Lot 7-2 1188_0 3_0 112 12,6 7 93 A1960 Lot 10-2 1188,0 0,0 110 11.7 7 92 I A1961 Lot 10-2 1189,0 1.0 111 12,4 7 93 .,962 Lot 10,2 1190,0 2,0 110 11.9 7 92 .1963 8-17-90 Tract 24131-1, Lot 92-1 1160,0 7,0 114 10,6 18 91 I A1964 " Lot 93'1 1161.0 14,0 114 11,2 18 91 A1965 " Lot 92-1 1162,0 12,0 111 8_4 18 89 A1966 " Lot 93-1 1163,0 18,0 110 7,9 18 88 I A1967R " Retest of A1965 1162_0 12_0 114 11,1 lB 91 "968R " Retest of A1966 1163,0 18,0 115 13,3 18 92 A1969 " Lot 67-1 1178,0 11,0 113 13.5 18 91 A1970 " Lot 66-1 1178,0 8_0 115 12,8 18 92 I A1971" " Lot 69-1 1179,0 12_0 114 10_7 18 91 A1912* " Lot 66.1 1180,0 12,0 114 10,1 lB 91 "973" Lot 68-1 1181.0 16,0 116 10,3 18 93 I .,974 Lot 70-1 1182,0 6,0 115 10,6 18 92 .,975 Lot 67-1 1183,0 18,0 115 12,6 18 92 .,976 Lot 69- 1 1184,0 13_0 114 12,8 18 91 I A19n Corte Durazo, Adj, Lot 69-1 1185,0 8,0 114 13,1 18 91 .,978 Lot 68,1 1185,0 18,0 114 10,5 18 91 I 0t\ I I I Paloma Del Sol/Mesa Homes Project Number: 88-81,148,03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approxlmatp. Field Relative IDENTIF Date Test Locatlon Test Depth of Fill Dry MOl sture Soil Compaction I I CATION Elevation (ft) Below Test Cft) Density Content (%) Type (%) ..----------------....__.....__________________...____-------0...___--------..----....---------------------...........__.__.__.. A1979 8-17'90 Tract 24131-1, Lot 34,1 1170,0 23,0 105 9,4 7 88 I A1980R Retest of A1979 1170_0 23_0 110 12,1 7 92 A1981 Lot 33,1 1170,0 28,0 110 11.7 7 92 A1982 Lot 32-1 1170,0 32,0 lOB 11,5 7 90 A1983 Lot 31,1 1170,0 31.0 111 12,6 7 93 I A1984 Lot 34-1 1172,0 25,0 111 12,7 7 93 A1985 Lot 33-1 1172,0 31,0 110 11.9 7 92 A1986 Lot 32-1 1171.0 34,0 109 11.4 7 91 I A1987 Lot 64,1 1174,0 2,0 108 10,7 7 90 A1988 Lot 63-1 1176,0 29,0 104 8,8 7 87 A1989R Retest of A1988 1176,0 29,0 109 11.0 7 91 I A1990 Lot 62-1 1174,0 2,0 lOB 11.3 7 90 A1991 Lot 64-1 1176,0 9,0 110 10,7 7 92 A1992 Lot 63'1 1178,0 31.0 110 12,0 7 92 A1993 Lot 62-1 1176,0 19,0 112 12_4 7 93 I A1994 Lot 64-' 1178,0 6_0 111 12,2 7 93 A1995 Lot 63-1 1179,0 22,0 112 12,6 7 93 A1996 Lot 62-1 11n,O 25,0 110 l1.B 7 92 I A1997 Lot 34-1 1173,0 11.0 108 11,4 7 90 A1998 Lot 41-' 1172.0 2,0 108 11.7 7 90 A1999 Lot 42,1 1171.0 5,0 108 10,8 7 90 I A2000 Lot 41,1 1173,0 8,0 110 10,6 7 92 A2001 Lot 42-1 1175,0 9,0 110 11.0 7 92 A2002 Lot 41-1 1175,0 8,0 112 11.2 7 93 A2003 Lot 41,1 11n,O 8,0 112 12,5 7 93 I A2004 Lot 42-1 11n,O 10,0 111 11.7 7 93 A2005 " Lot 41-1 1178,0 6,0 110 11.1 7 92 A2006 8-20-90 Lot 92-1 1163,0 6,0 116 10,4 18 93 I A2007 Lot 93-1 1164,0 17,0 115 10,9 18 92 A2008 Lot 92-1 1164,0 8,0 114 10,2 7 91 A2009 Lot 93-1 1165,0 18_0 115 10,0 18 92 A2010 Lot 3-' 1160,0 16,0 115 10,2 18 92 I A2011 Lot 7,1 1160,0 1.0 115 10, I 18 92 A2012 Lot 2-1 1161.0 17,0 114 10,3 18 91 A2013 Lot So, 1161.0 21.0 117 9.4 18 93 I A2014* Lot 8-' 1161.0 3,0 113 11.1 18 91 A2015* Lot ,-, 1162_0 11.0 112 10,8 18 90 A2016* Lot 4-' 1162,0 19,0 113 10_4 18 91 I A2017 Lot 7-1 1162,0 4,0 114 11.2 18 91 A2018 Lot 3-1 1163,0 24,0 113 11,4 18 91 A2019 Lot 6-' 1163,0 24,0 113 10,0 18 90 A2020 Lot 8,1 1163,0 11.0 113 10,4 18 91 I A2021 Lot 1,1 1164,0 8,0 114 10,7 18 91 I 6te7 I ---- I I Paloma Del Sol I Mesa Homes Project Nl.Illber: 88-81'148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate ApproxiffiCitE> Field Relative I IDENTIF Date Test Location Test Depth of Fi I I Dry MoisturE Soil C~action ICATION Elevation (ft) Below Tes.t (ft) Density Content (%) Type (%l ~~~~~---- - --- - - - -~-~-----~~~~~-- ---- - ---- - --~~~~ - - - - - - -.. -. -.... - - - - -- - - - - - - - - - - - - - - -...... - -. - - - -. - - - - - - -- - - - -~ - - - - - ~~~~ - ~~~~~~ A2022 8-20-90 Tract 24131-1, Lot 2-1 1164,0 13.0 115 10_4 18 92 I A2023 lot 3-1 1164_0 23,0 111 9,8 18 89 A2024 Lot 4-1 1164,0 22,0 111 9,6 18 69 A2025R Retest of A2023 1164,0 23,0 115 10,2 18 92 I A2026R Retest of A2024 1164,0 22,0 115 10,7 18 92 A2027 lot 1-1 1165,0 12,0 115 10,1 18 92 A2028* Lot 2-1 1165,0 20,0 114 9,8 18 91 A2029* lot 3,1 1165,0 25,0 114 10,3 18 91 I A2030 Tract 24131, lot 126 1212,0 3_0 120 4,6 19 94 A2031 lot 123 1216,0 18,0 124 4,5 19 97 A2032 lot 120 1219,0 37,0 122 3,0 19 96 I A2033 lot 117 1223,0 33,0 122 2,8 19 95 A2034 lot 114 1224,0 32,0 111 4,4 7 92 A2035 lot 111 1222_0 22,0 115 2,1 7 96 I A2036 lot 108 1229,0 11.0 112 4,8 7 94 A2037 lot 105 1230_0 5,0 111 5,4 19 93 A2038 lot 102 1226,0 24,0 111 11.7 19 93 A2D39 Tract 24131-1, lot 68-1 1186,0 24_0 111 11,7 7 93 I A2040 lot 67- 1 1185,0 23,0 107 10,2 7 89 A2041R 8-20-90 Retest of A2040 1185.0 23,0 109 10.6 7 91 I A2042 " lot 66-1 1182,0 15,0 112 11.8 7 93 I A2043- " lot 66-1 1184,0 7,0 112 13.3 7 93 , A2044- " lot 66-1 1186_0 19,0 110 12,1 7 92 A2045 " lot 67-1 1186,0 24.0 109 11.7 7 91 A2046 " Lot 69-1 1184,0 17,0 111 12,3 7 93 I A2047 lot 71-1 1183,0 0,0 112 12.8 7 93 A2048 lot 70- 1 1186,0 2,0 110 11.4 7 92 A2049 lot 70-1 1187,0 4.0 111 11,3 7 93 I A2050 lot 78-1 1175,0 38,0 108 11.9 7 90 A2051 lot 77-1 1177,0 44,0 107 11,3 7 89 A2052R Retest of A2051 1177,0 44,0 112 12,3 7 93 I A2053 lot 76-1 1178,0 46,0 110 11,5 7 92 A2054 lot 75-1 1179,0 48,0 110 11,5 7 92 A2055 lot 74-1 1180,0 48,0 109 11.8 7 91 I A2056 lot 73,1 1181,0 45_0 111 12.7 7 93 A2057 lot n-1 1163,0 31.0 111 12,3 7 93 A2058 Lot 1-1 1166,0 9,0 115 11.3 18 92 A2059 Lot 5-' 1164,0 22,0 115 10,4 18 93 I A2060 lot 7-1 1164,0 4,0 114 10,8 18 91 A2061 lot 8.1 1164,0 17,0 113 12,2 18 90 A2062 lot 6-1 1164,0 27,0 115 11.7 18 92 I A2063 Lot 7.1 1166,0 18,0 117 10,0 18 94 A2064 Lot 3.1 1166,0 25,0 116 11.3 18 93 I 0(\ I . I. Project Number: 88,81,148-03 I TABLE 1 . SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTJF Date Test Location Test Depth of Fill Dry Moisture Soil C~ction . I CATION Elevation eft) Below Test eft) Density Content (%) Type (%) --.......--------....---....---.--------..--------------------------------------------------------------------_.._-----------.-- A2065 8-20-90 Tract 24131-1, Lot ,-, 1167.0 16.0 115 9.6 18 92 . A2066 " Lot 2-' 1167.0 10.0 115 10.8 18 92 A2067 " Lot 1-' '168.0 9.0 115 9.6 18 92 A2068 8-22-90 Lot 9-1 1154.0 9.0 106 5.8 7 88 I A2069 Lot 11.1 1152.0 17.0 106 5.8 7 88 A2070R Retest of A2068 1154.0 7.0 1'5 10.6 7 96 A2071 R Retest of AZ069 '152.0 17.0 113 11.1 7 94 A20n Lot 13-1 '156.0 29.0 115 10.4 7 96 . A2073 Lot 9-1 '157.0 2.0 113 12.4 7 94 A2074 Lot 11-1 1158.0 13.0 120 9.7 7 100 A2075 Lot 13-1 1158.0 30.0 122 9.6 7 100 . A2076 8-23-90 Tract 24131-2, Lot 24-2 1204.0 2.0 111 12.4 7 93 A20n " Lot 23-2 1205.0 '0.0 110 11.9 7 91 A2078 " Lot 22-2 1204.0 5.0 110 14.3 7 92 A2079 " Lot 24.2 1206.0 9.0 112 11.7 7 94 . A2080 8-24-90 Tract 24131, Lot 85 1224.0 9.0 115 3.1 7 96 A2081 Lot 88 1227.0 0.0 114 3.4 7 95 A2082 Lot 91 1229.0 9.0 111 3.0 7 93 I A2083 Lot 94 1231.0 14.0 112 2.9 7 93 A2084 Lot 97 1232.0 12_0 113 3.7 7 94 A2085 Lot 75 1226_0 6.0 115 4.1 7 95 . A2086 lot 78 1225.0 10.0 112 3.1 7 93 A2087 Lot 81 1213.0 12.0 105 2.4 21 95 A2088 Lot 84 1218.0 23.0 114 4.6 7 95 A2089 Lot 57 1221.0 41.0 102 5.3 7 92 . A2090 Lot 60 1225.0 40.0 111 3.2 7 93 A2091 Lot 63 1226.0 31.0 110 3.9 7 92 A2092 Tract 24131-2, Lot 65-2 1215.0 16.0 112 12.8 7 93 I A2093 Lot 64-2 1215.0 15.0 111 11.9 7 93 A2094 " Lot 63.2 1214.0 15.0 111 11.6 7 93 A2095 " Lot 62.2 1212.0 '7.0 112 12.1 7 93 A2096 " Lot 58-2 1206.0 6.0 110 11.7 7 92 I A2097 " Lot 59-2 1207.0 18.0 109 11.8 7 91 A2098 " Lot 61-2 1203_0 18.0 110 12.5 7 92 A2099 8-27-90 Tract 24131, Lot 66 1228.0 28.0 109 3.1 7 91 . A2100 Lot 69 1229.0 18.0 111 3.4 7 92 A2101 Lot 54 1213.0 18.0 112 2.9 7 93 A2102 Lot 51 1217.0 37.0 109 4.1 7 91 . A2103 Lot 48 1219.0 40.0 118 5.3 7 98 A2104 Lot 45 1220.0 25.0 115 4.8 7 96 A2105 Lot 42 1222.0 27.0 112 4.2 7 93 A2106 Tract 24131-3, Lot 39-3 1222.0 52.0 115 5.6 7 96 . A2107 Tract 24131, Lot 126 1213.0 3.0 117 4.0 7 97 . \-OJ I I I Project Nl.I1lber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELO TEST RESULTS Approximate POINT Test Approximate Approximate Field Relative I IOEHn F Date Test Location Test Depth of Fill Ory Moisture Soil Compact i on I CATION Elevation eft) Below Test eft) Density Content (%) Type (X) ----~_.~..............._-_._~............_.....-..................._..........~~..._..........................~.............~.~. A2108 8-27-90 Tract 24131, Lot 125 1214.0 3.0 113 8.1 7 94 I A2109 " Lot 125 1214.0 3.0 113 7.9 7 94 A2110 " Lot 124 1215.0 12.0 113 6.1 7 94 A2111 Lot 124 1215.0 11.0 110 6.2 7 92 _I A2112 Lot 123 1216.0 23.0 110 8.9 7 92 A2113 Lot 122 1218.0 29.0 110 2.8 7 91 A2114 Lot 122 1218.0 29.0 111 4.3 7 93 A2115 Lot 121 1218.0 35.0 115 3.7 7 96 I A2116 Lot 121 1218.0 28.0 115 3.0 7 96 A2117 Lot 120 1220.0 35.0 111 4.2 7 93 A2118 Lot 119 1221. 0 38.0 112 3.3 7 93 I A2119 Lot 119 1221.0 38.0 108 4.1 7 90 A2120 Lot 118 1222.0 38.0 111 3.3 7 93 A2121 Lot 118 1222.0 38.0 113 4.7 7 94 I A2122 Lot 117 1222.0 34.0 112 4.6 7 93 A2123 Lot 116 1223.0 29.0 117 3.9 7 97 A2124 Lot 116 1223_0 35.0 110 5.8 7 91 A2125 Lot 115 1223.0 35.0 109 4.8 7 91 I A2126 Lot 115 1223.0 35.0 110 3.3 7 93 AZ127 Lot 114 1224.0 30.0 108 5.2 7 90 A2128 Lot 113 1226.0 27.0 109 3.9 7 91 I A2129 Lot 113 1226.0 27.0 112 4.7 7 93 A2130 Lot 112 1227.0 25.0 110 4.5 7 92 A2131 Lot 112 1227.0 25.0 112 3.3 7 93 A2132 Lot 111 1228.0 29.0 116 3.5 7 97 I A2133 Lot 110 1228.0 20.0 113 3.1 7 95 A2134 Lot 110 1228.0 25.0 110 3.8 7 91 A2135 Lot 109 1228.0 15.0 109 4.4 7 91 I A2136 Lot 109 1228.0 15.0 109 4.4 7 91 A2137 Lot 108 1229.0 13.0 111 3.4 7 92 A2138 Lot 107 1229.0 11.0 109 4.3 7 91 I A2139 Lot 107 1229.0 10.0 109 3.9 7 91 A2140 Lot 106 1230.0 6.0 110 3.5 7 92 A2141 Lot 106 1230.0 6.0 108 4.3 7 90 A2142 Lot 105 1230.0 7.0 111 4.5 7 92 I A2143 Lot 105 1230.0 5.0 112 4.8 7 93 A2144 Lot 104 1231.0 7.0 112 4.8 7 94 A2145 Lot 103 1231.0 13.0 110 5.4 7 92 I A2146 Lot 103 1231.0 8.0 114 5.7 7 95 A2147 Lot 102 1232.0 14.0 116 6.2 7 97 A2148 Lot 102 1232.0 14.0 113 4.8 7 94 I A2149 Lot 101 1232.0 16.0 118 3.0 7 98 A2150 Lot 100 1232.0 9.0 116 3.7 7 97 I I ,\0" I I Project NlII1ber: 88'81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Approximate Approximate POINT Test Approxim.1te Field Relative IOENTI F Date Test Location Test Depth of Fill Dry Moisture Soil COI'Jl>8ction I I CATION Elevation (ft) Below Test (ft) Density Content eX) Type (%) ....._____......_._........________________________________________________________._.______________________----______00_.____-. A2151 8.27.90 Tract 24131, Lot 100 1232.0 9.0 113 5.4 7 94 I A2152 Lot 99 1232.0 3.0 113 8.2 7 94 A2153 Lot 99 1235_0 5.0 113 7.2 7 94 A2154 Lot 98 1232_0 8.0 110 10.0 7 91 I A2155 Lot 97 1232.0 13.0 108 8.6 7 90 A2156 Lot 97 1232.0 14.0 110 4.0 7 92 ~ A2157 Lot 36 1220.0 45.0 115 5.0 7 92 A2158 Lot 33 1217.0 17.0 118 4.3 7 94 I A2159 Lot 30 1215.0 16.0 113 3.7 7 91 A2160 Lot 27 1217.0 17.0 120 7.4 7 93 A2161 Tract 24131,2, Lot 59-2 1209.0 12.0 111 11.3 7 93 I A2162 Lot 58.2 1211.0 12.0 110 11.7 7 92 A2163 Lot 56-2 1212.0 0.0 110 10.8 7 92 A2164 Lot 57.2 1212.0 2.0 112 12.3 7 93 I A2165 Lot 57.2 1214.0 4.0 109 11.2 7 91 A2166 Lot 60-2 1207.0 20.0 109 11.6 7 91 A2167 Lot 24.2 1218.0 18.0 115 7.1 7 96 A2168 Lot 21.2 1219.0 39.0 115 6.7 7 95 I A2169 Lot 18-2 1219.0 49.0 108 3.1 7 90 A2170 lot 29-2 1214.0 9.0 109 3.6 7 91 A2171 Lot 29.2 1214.0 4.0 108 3.1 7 90 I A21n Lot 30-2 1216.0 9.0 108 4.8 7 90 A2173 Lot 31.2 1217.0 5.0 110 6.7 7 92 A2174 Lot 31.2 1217.0 3.0 108 5.8 7 90 A2175 Lot 32.2 1217.0 7.0 108 4.0 7 90 I A2176 Lot 32.2 1217.0 13.0 110 4.3 7 92 A21n Lot 33-2 1218.0 3.0 108 3.6 7 90 A2178 Tract 24131, Lot 34 1218.0 28.0 109 4.2 7 91 I A2179 Lot 34 1218.0 34.0 109 2.9 7 90 A2180 Lot 35 1219.0 39.0 110 6.2 7 91 A2181 " Lot 35 1219.0 42.0 114 6.8 7 95 A2182 " Lot 36 1220.0 42.0 111 4.9 7 92 I A2183 " Lot 37 1220.0 45.0 113 6.6 7 94 A2184 " Lot 37 1220.0 49.0 111 5.1 7 92 A2185 .. Lot 38 1221.0 46.0 108 3.9 7 90 I A2186 8-28-90 Lot 38 1221.0 50.0 108 4.2 7 90 A2187 Lot 39 1221.0 52.0 109 4.0 7 91 A2188 Lot 40 1221.0 52.0 111 3.7 7 93 I A2189 Lot 40 1221.0 47.0 108 3.0 7 90 A2190 Lot 28 1216.0 3.0 110 3.6 7 92 A2191 Tract 24131'1, Lot 71-1 1183.0 0.0 117 8.9 19 92 I A2192 Lot 71.1 1184.0 2.0 112 8.3 7 93 A2193 Lot 70.1 1187.0 4.0 117 7.6 7 97 I \'01'" I ---- I I I Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IOENTIF Date Test location Test Depth of Fill Ory Moisture Soil Cc:xrpaction I ICATION Elevation eft) Below Test eft) Density Content eX) Type (%) --~~~-----~~~-------_._~._~......~~~--.----------------_...__._--------~-~~----~~-_..._....~~.-----------_.-~~..~~...-----.--_.. A2194 8-28-90 Tract 24131-1, Lot 62-1 11n.0 19.0 116 7.5 19 91 I A2195 Lot 63.1 1178.0 36.0 118 8.6 19 93 A2196 Lot 64.1 1185.0 12.0 114 10.0 19 90 A2197 Lot 62-1 1179.0 11.0 113 9.9 7 93 A2198 Lot 63-1 1180.0 32.0 114 7.4 7 95 I A2199 Lot 68-1 1187.0 24.0 118 11.3 19 93 A2200 Lot 65.1 1187.0 7.0 115 9.7 19 90 A2201 Tract 24131-2, Lot 16-2 1217.0 52.0 115 4.4 5 90 I A2202 Tract 24131, Lot 15 1218.0 39.0 109 5.1 4 92 A2203 Tract 24131'2, Adj. Lot 3-2 1175_0 20.0 116 4.4 5 90 A2204 Lot 3-2 1183.0 18.0 110 7.0 4 92 I A2205 Lot 6.2 1173.0 0.0 114 2.0 4 96 A2206 Tract 24131-1, Lot 9-1 1159_0 22.0 102 2.7 4 86 A2207 Tract 24131, Lot 47 1211.0 30.0 108 3.4 4 92 A2208 Lot 44 1218.0 36.0 110 4.6 4 93 I A2209 8-30-90 Tract 24131.1, lot 65-1 1184_0 0_0 118 8.3 9 91 A2210 " Lot 65-1 1186.0 2.0 118 7.4 9 91 A2211 " Lot 61.1 1174_0 0.0 119 7.5 9 92 I A2212 " Lot 61.1 1175.0 2.0 118 7.2 9 91 A2213 " Lot 61-1 1176.0 4.0 117 8_6 9 90 A2214 " Lot 36-1 11n.O 0.0 118 8.7 9 91 I A2215 8'31-90 Lot 36-1 1179_0 2.0 117 7.1 9 90 A2216 " Lot 35.1 1178.0 4.0 119 7.4 9 92 A2217 " Tract 24131-2, Lot 25-2 1205_0 0.0 115 5.3 9 88 A2218R " Retest of A221? 1205.0 0.0 118 8.5 9 91 I A2219 " Lot 27-2 1210.0 2.0 120 7.7 9 92 A2220 " Lot 29.2 1215.0 4.0 119 7.3 9 92 A2221 9-06-90 Lot 12.2 1193.0 31.0 110 7.6 7 92 I A2222 " Lot 12-2 1193.0 36.0 111 6.7 7 93 A2223 " Lot 13.2 1194.0 41.0 113 7.3 7 94 A2224 " Lot 13-2 1194.0 38.0 112 7.1 7 93 A2225 Lot 14-2 1195.0 42.0 114 6.2 7 95 I A2226 Lot 14-2 1195.0 41.0 113 6.5 7 94 A2227 Lot 15.2 1196.0 44.0 108 5.3 7 90 A2228 Lot 15-2 1196.0 46.0 111 5.7 7 93 I A2229 Lot 16-2 1197.0 50.0 108 4.9 7 90 A2230 Lot 16.2 1197.0 47.0 109 5.5 7 91 A2231 Lot 17-2 1198.0 46.0 108 5_ 1 7 90 I A2232 .. Lot 17.2 1198.0 43.0 109 5.8 7 91 A2233 " lot 18.2 1199.0 42.0 112 4.3 7 93 A2234 " Lot 18-2 1199.0 43.0 110 4.8 7 92 A2235 " Lot 19-2 1200.0 38.0 111 4.5 7 93 I A2236 " Lot 19-2 1200.0 40.0 112 7.0 7 93 I \OtJ I I I Paloma Del Sol I Mesa Homes Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approxirnc:ltE! Field Relative IDENT I F Date Test Location Test Depth of Fit 1 Dry Mo i stUrE! Soil Compact i on I ICATION Elevation eft) Below Te~,t (ft) Density Content (%) Type (%) .........-------------------------------------------..---....-...--------..-------....------....--..---......------------------- A2237 9-06-90 Tract 24131-2, Lot 20-2 1201.0 37.0 110 6.6 7 92 I A2238 " Lot 20-2 1201.0 34_0 106 5.3 7 88 A2239R .. Retest of A2238 1201.0 34.0 110 4.7 7 92 A2240 .. Lot 21-2 1204.0 17.0 108 5.6 7 90 I A2241 Lot 21-2 1204.0 17_0 108 5.5 7 90 A2242 Lot 22-2 1205.0 11.0 109 4.3 7 91 A2243 Lot 22-2 1205.0 15.0 109 5.6 7 91 A2244 Lot 23-2 1206.0 8.0 109 4.8 7 91 I A2245 Lot 23-2 1206.0 13.0 111 4.2 7 93 A2246 Lot 24-2 1207.0 3.0 106 3_8 7 88 A2247R Retest of A2246 1207.0 3.0 110 4.5 7 91 I A2248 9-07-90 Lot 24-2 1207_0 3.0 110 5.1 7 92 A2249 Lot 25.2 1208.0 8.0 108 5_3 7 90 A2250 Lot 25-2 1208.0 3_0 109 5.7 7 91 A2251 Lot 26.2 1210.0 7.0 110 4_9 7 92 I A2252 Lot 26-2 1210.0 3_0 109 5.2 7 91 A2253 Lot 28-2 1213.0 6_0 111 5.2 7 93 A2254 Lot 28-2 1213.0 6.0 109 4.7 7 91 I A2255 Lot 29.2 1215.0 B.O 109 5_6 7 91 A2256 Lot 29-2 1215.0 12.0 109 5_4 7 91 A2257 Lot 30.2 1216.0 13.0 111 4.3 7 93 I A2258 Lot 30-2 1216.0 11.0 111 9.0 7 91 A2259 Lot 31-2 1217.0 13.0 109 5.1 7 91 A2260 lot 31-2 1217.0 11.0 108 5_6 7 90 A2261 9-10-90 Tract 24131, Lot 34 1208.0 22.0 116 4.9 19 91 I A2262 Lot 31 1205.0 5_0 118 6.1 19 93 A2263 Lot 28 1203.0 0.0 115 5.8 19 90 A2264 Lot 25 1217.0 8.0 112 5.1 7 93 I A2265 Tract 24131-3, Lot 39,3 1215.0 30.0 110 6.8 7 92 A2266 Lot 42.3 1210.0 11.0 112 5.3 7 94 A2267 Lot 45-3 1207.0 3.0 117 8.1 19 92 A2268 Lot 48- 3 1201.0 0_0 114 7.7 19 90 I A2269 lot 36-3 1212.0 32.0 115 6.1 19 90 A2270 lot 36-3 1212.0 31.0 112 4.9 7 93 A2271 Lot 35-3 1209.0 25.0 117 5.5 19 97 I A2272 Lot 35-3 1209_0 24.0 112 5.8 7 94 A2273 Lot 34-3 1207_0 18.0 113 5.1 7 95 A2274 Lot 33-3 1206_0 17.0 109 6.2 7 91 I A2275 Lot 33-3 1206.0 16.0 112 6.9 7 94 A2276 Lot 31-3 1204.0 3.0 113 7.4 7 95 A22n Lot 32-3 1205.0 11.0 110 4.1 7 92 A2278 Lot 32-3 1205.0 7_0 112 7.1 7 93 I A2279 Lot 30-3 1204.0 3.0 112 6.8 7 93 I I \0" II I I Project NlRJer: 88-81'148-03 TA8LE 1 I SUMMARY OF FIELO TEST RESULTS POINT Test Approximate Approximate Approximae- Field Relative I IDENT J F Date Test Location Test Depth of Fill Ory Moisture Soil C~ction I CATION ELevation eft) Below Tes,t (ft) Density Content (%) Type (%) ---...------..-----.......-----------...---------......-.........-.....--......--.....-.-...-........-----...........--..---.-.. A2280 9-10-90 Tract 24131-3, Lot 30-3 1204.0 3.0 116 6.5 19 91 I A2281 " Lot 29-3 1203.0 0.0 116 5.8 19 91 A2282 " Lot 29.3 1203.0 0.0 115 7.2 19 90 A2283 " Lot 28-3 1203.0 0.0 114 6.0 19 90 I A2284 " Lot 27-3 1202.0 0.0 116 7.9 19 91 A2285 9-11-90 Tract 24131-2, Lot 45-2 1229.0 3.0 114 4.2 19 90 A2286 " Lot 42-2 1226.0 0.0 116 5.1 19 91 I A2287 Lot 39-2 1223.0 0.0 110 4.1 7 92 A2288 Lot 36-2 1220.0 0.0 100 2.9 29 90 A2289 Lot 33.2 1220.0 3.0 101 4.8 29 91 A2290 Lot 54.2 1220.0 0.0 100 4.1 29 90 I A2291 Lot 51-2 1223.0 0.0 108 4.0 29 90 A2292 Lot 48-2 1226.0 0.0 109 4.3 29 91 A2293 Lot 45-2 1229.0 3.0 100 5.3 29 90 I A2294 Lot 44-2 1228.0 3.0 101 4.7 29 91 A2295 Lot 44-2 1228.0 3.0 101 7.1 29 91 A2296 Lot 43-2 1227.0 3.0 102 6.5 29 92 A2297 Lot 43.2 1227.0 3.0 112 5.2 7 93 I A2298 Lot 42-2 1226.0 0.0 111 6.8 7 93 A2299 Lot 41-2: 1225.0 0.0 109 6.4 7 91 A2300 Lot 41-2 1225.0 0.0 108 5.2 7 90 I A2301 Tract 24131-2, Lot 57-2 1213.0 8.0 111 4.7 7 93 A2302 Lot 57-2 1213.0 10.0 110 5.2 7 92 A2303 Lot 58-2 1212.0 15.0 110 4.3 7 92 I A2304 Lot 58.2 1212.0 11.0 109 4.4 7 91 A2305 Lot 59-2 1211.0 17.0 109 5.0 7 91 A2306 " Lot 59.2 1211.0 16.0 109 4.8 7 9' A2307 " Lot 60.2 1209.0 22.0 109 5.6 7 91 I A2308 " Lot 60.2 1209.0 17.0 109 5.3 7 91 A2309 " Lot 61-2 1207.0 26.0 108 5.1 7 90 A2310 " Lot 61.2 1207.0 23.0 108 4.7 7 90 I A2311 9-12-90 Lot 86-2 1201.0 40.0 109 5.2 7 91 A2312 .. Lot 89-2: 1198.0 38.0 109 5.4 7 91 A2313 " Lot 92.2 1195.0 25.0 109 4.9 7 91 A2314 " Lot 95-2 1192.0 19.0 109 5.6 7 91 I A2315 " Lot 112-2 1201.0 43.0 107 3.2 7 89 A2316 " Lot 109-2 1197_0 28.0 110 5.3 7 92 A2317 " Lot 106-2 1194.0 14.0 110 5.0 7 92 I A2318 9'13-90 Tract 24131-3, Lot 22-3 1196.0 6.0 112 5.2 7 93 A2319 " Lot 19-3 1194.0 3.0 114 5.5 7 95 A2320 " Lot 16-3 1192.0 17.0 112 5.8 7 93 I A2321 " Lot 13-3 1191.0 6.0 109 4.1 7 91 A2322 " Lot 10.3 1189.0 9.0 108 6.0 7 90 I " I y:P I I Project Number: 88-81 - 148. 03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I IOENTIF Oate Test Location Test Depth of Fill. Ory MoisturE! Soil Compaction I CAT ION Elevation (ft) Below Test (ft) Density Content (%) Type (%) - - - -.... - - - - - - - - . ... ..... -. - - - - - - - - - - - - - - - - . . . ~ ~ - - - - - - - - - - - - - - - - - - - - - . - . ... - - - - - - . -. ..' - - - - - - - - - - - - -. ..... -. . - - - - - - - - - - - - - . - - - - -- A2323 9-13-90 Tract 24131-3, Lot 9-3 1189.0 19.0 113 6.9 7 94 I A2324 Lot 9-3 1189.0 14.0 111 6.1 7 93 A2325 Lot 10.3 1189.0 13.0 112 6.4 7 94 A2326 Lot 11-3 1'90.0 10.0 112 6.8 7 93 I A2327 Lot 11-3 1190.0 10.0 109 7.2 7 91 A2328 Lot 12-3 1190.0 10.0 110 7.1 7 91 A2329 Lot 12-3 1190.0 14.0 110 7.5 7 92 A2330 Lot 13-3 1191.0 9.0 108 7.7 7 90 I A2331 Lot 14.3 1191.0 11.0 109 6.4 7 91 A2332 Lot 14.3 1191.0 11.0 109 6.9 7 91 A2333 Lot 15.3 1191.0 17.0 109 5.0 7 91 I A2334 Lot 15.3 1190.0 10.0 112 6.4 7 92 A2335 Lot 16.3 1190.0 10.0 109 5.2 7 93 A2336 Lot 17.3 1190.0 10.0 110 7.3 7 93 I A2337 Lot 17.3 1190.0 14.0 110 5.0 7 91 A2338 .. Lot 18-3 1191.0 9.0 108 6.1 7 93 A2339 " Lot 18.3 1191.0 11.0 109 6.3 7 92 A2340 " Lot 19-3 1191.0 13.0 109 6.0 7 93 I A2341 " Lot 20.3 1192.0 2.0 109 7.1 7 93 A2342 9-14-90 Lot 20-3 1194.0 3.0 111 7_2 7 92 A2343 Lot 21-3 1195.0 3.0 109 6.1 7 91 I A2344 Lot 21-3 1195.0 3.0 111 7.8 7 93 A2345 Lot 22-3 1196.0 11.0 110 7.3 7 92 A2346 Lot 23.3 1199.0 4.0 109 6.4 7 91 I A2347 Lot 24-3 1200.0 3.0 113 8.6 7 94 A2348 Tract 24131'2, Lot 2-2 1167.0 4.0 110 8.2 7 92 A2349 Lot 24.2 1200_0 3.0 108 6.0 7 90 A2350 Slope Adj. Lot 3.2 1159.0 0.0 109 11.6 7 91 I A2351 Lot 2-2 1159.0 0.0 109 12.2 7 91 A2352* Lot 3-2 1161.0 2.0 109 12.7 7 91 A2353 Slope Adj_ Lot '-2 1161.0 2.0 108 11.5 7 90 I A2354 Slope Adj. Lot 2-2 1163_0 4.0 110 10.8 7 92 A2355 Lot '-2 1163.0 4.0 110 11.2 7 92 A2356 " Lot 2-2 1165.0 6.0 109 11.3 7 91 A2357 .. Slope Adj. Lot 2-2 1165.0 6.0 110 10.9 7 92 I A2358 9'17-90 Tract 24131, Lot 25 1224.0 19.0 114 4.5 7 95 A2359 Lot 86 1225.0 15.0 103 4.0 3 90 A2360 Lot 86 1225.0 3.0 103 3.4 3 90 I A2361 Lot 87 1227.0 3.0 108 5.4 7 90 A2362 Lot 87 1227.0 3.0 110 3.9 7 92 A2363 Lot 88 1227.0 3.0 108 4.9 7 90 I A2364 Lot 89 1228_0 3.0 111 3.7 7 92 A2365 Lot 89 1228.0 3.0 109 4.9 7 91 I I \cY -------- --------- I I Paloma Del Sol I Mesa Homes Project Number: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTJ F Date Test Location Test Depth of Fill Dry Moisture So; l Compaction I ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) .............................................................-.................................................................. A2366 9-17-90 Tract 24131, Lot 900 1228.0 3.0 114 4.3 7 95 I A2367 Lot 90 1228.0 3.0 112 4.8 7 94 A2368 Lot 91 1229.0 4.0 113 4.3 7 94 A2369 Lot 92 1230.0 14_0 113 3.5 7 94 I A2370 Lot 92 1230.0 10.0 112 4.3 7 93 A2371 Lot 93 1230.0 15.0 109 6.1 7 91 A23n Lot 93 1230.0 11.0 109 6.6 7 91 A2373 Lot 94 1231.0 16.0 109 4.7 7 91 I A2374 Lot 95 1231.0 16.0 108 6.0 7 90 A2375 Lot 95 1231.0 15.0 109 5_1 7 91 A2376 Lot 96 1232.0 15_0 109 4.3 7 91 I A23n Lot 96 1232.0 16_0 108 4.4 7 90 A2378 Lot 97 1232.0 12_0 108 4.1 7 90 A2379 Lot 98 1231.0 3_0 109 3.9 7 91 A2380 Lot 83 1219.0 14.0 106 4.7 3 93 I A2381 Lot 83 1219.0 27.0 106 4.6 3 92 A2382 Lot 84 1218.0 28.0 108 5.2 3 90 A2383 Lot 82 1220.0 6_0 108 6.4 7 90 I A2384 Lot 82 1220.0 21.0 114 6.9 7 95 A2385 Lot 81 1221_0 3_0 114 6.5 7 95 A2386 Lot 80 1223.0 18.0 115 5.9 7 96 I A2387 Lot 80 1223.0 3.0 112 6.5 7 94 A2388 .. Lot 79 1224.0 9.0 109 4.8 7 91 A2389 " Lot 79 1224.0 19.0 110 4.9 7 91 A2390 9-19-90 Lot 78 1224.0 20.0 108 5.1 7 90 I A2391 " Lot n 1225.0 2.0 108 6_0 7 90 A2392 " Lot n 1225.0 10.0 110 5.2 7 92 A2393 " Lot 76 1225.0 11.0 108 5_6 7 90 I A2394 " Lot 76 1225.0 4.0 110 4.2 7 92 A2395 " Lot 75 1226.0 11.0 109 5.4 7 91 A2396 .. Lot 74 1226.0 7.0 111 4.8 7 92 A2397 Lot 74 1226.0 8.0 110 4.9 7 92 I A2398 Lot 73 1227.0 3_D 108 6_9 7 90 A2399 Lot 69 1229.0 19.0 108 7.9 7 90 A2400 Lot 68 1229_0 24.0 108 8.6 7 90 I A2401 Lot 68 1229.0 26.0 111 7.4 7 92 A2402 Lot 67 1229.0 19.0 108 6.7 7 90 A2403 Lot 67 1229.0 29.0 108 7.1 7 90 I A2404 Lot 66 1228.0 7.0 109 5.5 7 91 A2405 Lot 65 1227.0 17.0 108 6.0 7 90 A2406 Lot 65 1227.0 17.0 108 5_7 7 90 A2407 Lot 64 1227.0 27.0 109 5.2 7 91 I A2408 Lot 64 1227.0 17.0 108 6.3 7 90 I --I' I I Iproject Nl.ITber: 88-81-148-03 TABLE 1 I . SUMMARY OF FIELD TEST RESULTS . . ld . POINT Test Approxlmate Approxlmate Approxlmate FIe Relatlve IDENTIF Date Test Locat;on Test Depth of Filt Dry Moisture Soil Compaction II~~~:~~~_______..._________....__._____________._._______~~~~~~~~~_~~~~_..~~~~~_:~~~.~'f~)__~~~~~~~__~~~~~~~.~~~_:~___~~~.______ A2409 9'19-90 Tract 24131, Lot 63 1226.0 36.0 108 4.0 7 90 IA2410 .. Lot 62 1226.0 36.0 108 5.2 7 90 A2411 " Lot 62 1226.0 37.0 109 4.5 7 91 A2412 " Lot 61 1225.0 40.0 108 5.7 7 90 IA2413 .. Lot 61 1225.0 35.0 109 6.8 7 91 A2414 9-20'90 Lot 60 1225.0 36.0 112 4.3 7 94 A2415 Lot 59 1225.0 42.0 112 4.6 7 93 A2416 Lot 59 1225.0 37.0 111 4.4 7 93 IA2417 Lot 58 1222.0 37.0 112 4.2 7 94 A2418 Lot 58 .1222.0 39.0 112 4.5 7 93 A2419 Lot 57 1221.0 38.0 113 4.2 7 94 IA2420 Lot 56 1219.0 39.0 109 6.7 7 91 A2421 Lot 56 1219.0 39.0 109 6.4 7 91 A2422 9'21-90 Lot 55 1218.0 34.0 109 7.8 7 91 IA2423 Lot 55 1218.0 28.0 108 6.2 7 90 A2424 Lot 54 1214.0 24.0 108 6.8 7 90 A2425 Lot 53 1215.0 30.0 110 8.0 7 92 A2426 Lot 53 1215.0 23.0 110 8.2 7 91 IA2427 Lot 52 1217.0 27.0 113 7.9 7 95 A2428 Lot S2 1217.0 32.0 111 8.3 7 93 A2429 Lot 51 1217.0 27.0 109 7.4 7 90 IA2430 Lot 50 1218.0 38.0 112 7.7 7 94 A2431 Lot 50 1218.0 38.0 110 7.1 7 92 A2432 Lot 49 1218.0 41.0 108 6.7 7 90 A2433 Lot 49 1218.0 38.0 108 7.8 7 90 IIA2434 Lot 48 1219.0 39.0 110 7.2 7 92 A2435 Lot 47 1219.0 39.0 108 5.9 7 90 A2436 Lot 47 1219.0 42.0 109 7.3 7 91 IA2437 Lot 46 1220.0 30.0 113 8.0 7 94 A2438 Lot 41 1222.0 22.0 110 6.9 7 91 A2439 Lot 41 1222_0 13.0 109 6.2 7 91 IA2440 Lot 42 1222.0 17.0 109 6.6 7 91 A2441 Lot 43 1221.0 36.0 108 5.9 7 90 A2442 Lot 43 1221.0 29.0 111 8.1 7 92 A2443 Lot 44 1221.0 31.0 109 8.5 7 91 IA2444 Lot 44 1221.0 36.0 108 7.2 7 90 A2445 Lot 45 1220.0 35.0 108 6.3 7 90 A2446 Lot 46 1220.0 40.0 108 5.3 7 90 IA2447 .. Lot 28 1216.0 4.0 111 4.9 7 92 A2448 9-25-90 Lot 27 1217.0 12.0 110 4.2 7 92 A2449 " Lot 26 1217.0 12.0 105 4.7 3 91 A2450 .. Lot 26 1217.0 7.0 106 4.1 3 93 IA2451 .. Lot 25 1218.0 6.0 105 3.4 3 92 I \o~ I I I I Paloma Oel Sol I Mesa Homes Project Number: 88-81-148'03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Test Approximate Approximate Approximate Field Relative POINT IOENTI F Date Test location Test Depth of Fi l t Dry Moisture Soil Compaction I ICATION Elevation (ft) Below les! (tt) Density Content (%) Type (X> ..--.----....-----------------------------------.......--..-.......--....----...---..................--.---....--..........--... A2452 9-25-90 Tract 24131, Lot 25 1218.0 11.0 109 2.7 7 91 I A2453 lot 24 1218.0 B_O 102 6_8 3 90 A2454 lot 23 121B.0 23.0 103 5.4 3 90 A2455 Lot 23 121B.0 13.0 107 4.9 3 93 I A2456 Lot 22 1219.0 39_0 104 3.8 3 91 A2457 Lot 22 1219.0 34.0 107 5.6 3 93 A2458 Lot 21 1219.0 43_0 111 4_6 7 92 A2459 Lot 20 1220.0 45.0 109 4.9 7 91 I A2460 Lot 20 1220_0 47.0 112 5.1 7 94 A2461 Lot 19 1219.0 46.0 113 4.7 7 94 A2462 9-26-90 Lot 19 1219.0 42.0 122 4_9 19 95 I A2463 " Lot 18 1219_0 48.0 116 5.6 19 91 A2464 " Lot 17 1218.0 48.0 115 4.3 19 91 A2465 Lot 17 1218.0 50.0 112 4_ 1 7 93 A2466 Lot 16 1217.0 47.0 110 4.1 7 92 I A2467 Lot 16 1217.0 51.0 112 4.9 7 94 A2468 Lot 15 1219.0 39.0 105 4.3 7 92 A2469 Lot 15 1219.0 39_0 lOB 5_8 7 90 I A2470 Lot 14 1219.0 43.0 111 4.3 7 93 A2471 Lot 14 1219.0 40.0 112 4.4 7 93 A2472 Lot 13 1219.0 39.0 109 4.5 7 91 I A2473 Lot 13 1219.0 39.0 108 4.1 7 90 A2474 Lot 12 1219.0 34.0 110 3.8 7 92 A2475 Lot 11 1218.0 28.0 108 4.6 7 90 A2476 Lot 11 1218_0 29.0 110 3.4 7 92 I A24n 9-26-90 Lot 10 1217.0 22.0 110 3.5 7 92 A2478 Lot 10 1217.0 26.0 123 3.4 19 96 A2479 Lot 9 1217.0 12.0 126 3_8 19 98 I A2480 Lot 8 1216.0 6.0 114 4_ 1 7 95 A2481 Lot 8 1216.0 12.0 114 3.5 19 90 A2482 Lot 2 1214.0 3.0 110 6.2 7 92 I A2483 Lot 2 1214_0 3.0 10B 7.7 7 90 A2484 Lot 1 1213_0 3.0 111 4.9 7 93 A2485 Lot 1 1213.0 4.0 111 4.6 7 93 A2486 9-27-90 Tract 24131-2, Lot 32-2 1217.0 3_0 110 6.9 7 92 I A2487 " Lot 33-2 1218.0 8.0 108 6.4 7 90 A2488 " Lot 33-2 1218.0 5.0 108 7.1 7 90 A2489 10-08.90 Tract 24131-3, Lot 87-3 1184_0 0.0 116 7.6 19 91 I A2490 " Lot 87-3 1186.0 2.0 118 7.5 19 93 A2491 " Lot 87-3 1187_0 3.0 116 8.1 19 91 A2492 10-12'90 Tract 24131 '2, Lot 30.2 1216.0 6.0 118 2.9 19 93 . A2493 " Lot 27.2 1211.0 3.0 108 5.1 7 91 I A2494 " Lot 24.2 1207.0 3.0 113 2.6 7 94 I I ~ I I Project NUTber: 88'81-148-03 TABLE 1 I POINT SUMMARY OF FIELD TEST RESULTS Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Coopaction II ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (X) ...........................................................-....------.---..............-----....-..--.......-.-................ A2495 10-12'90 Tract 24131-2, Lot 21-2 1204.0 14.0 113 4.3 7 94 I A2496 Lot 18-2 1'99.0 39.0 110 3.8 7 92 A2497 Lot 15-2 1195.0 40.0 113 4.9 7 94 A2498 Lot 12-2 1192.0 32.0 118 5.5 19 92 A2499 Lot 99-2 1188.0 8.0 112 4.3 7 93 I A2500 Lot 96-2 1191.0 3.0 112 6_1 7 93 A2501 Lot 93-2 1194.0 14.0 111 7.2 7 92 A2502 Lot 90-2 1197.0 43.0 113 7.1 7 94 I A2503 Lot 87-2 1201.0 40.0 118 5_8 19 92 A2504 Lot 59- 2 1211.0 13.0 117 1.2 19 92 A2505 Lot 56.2 1215.0 3.0 120 1.1 19 94 I A2506 Lot 61.2 1207.0 21.0 100 2.1 19 79 A2507 Lot 64-2 1216.0 13.0 113 2.4 7 94 A2508 Lot 67-2 1219.0 3.0 111 2.4 7 93 A2509 Lot 71-2 1221.0 8.0 114 4.3 7 95 I A2510 Lot 74.2 1218.0 24.0 104 6.6 3 91 A2511 Lot n.2 1215.0 28.0 108 4.5 3 94 A2512 Lot 80-2 1212.0 36.0 114 3.3 7 95 I A2513 Lot 83-2 1211.0 24.0 101 4.5 3 88 A2514 Lot 85-2 1207.0 33.0 104 7.3 3 91 A2515 Lot 85.2 1207.0 29.0 108 8.4 3 94 A2516 Lot 84-2 1209.0 35.0 104 8.4 3 91 I A2517 Lot 84-2 1209.0 33.0 101 7.0 3 89 A2518R Retest of 2517 1209.0 29.0 107 6.6 3 93 A2519 Lot 83-2 1210_0 32.0 95 7.1 3 83 I A2520 Lot 82-2 1211.0 33.0 103 6.7 3 90 A2521R Retest of A2519 1210.0 32.0 116 6.9 3 100 A2522 Lot 81-2 1212.0 44.0 109 7.1 3 95 I A2523 Lot 81-2 1212.0 37.0 104 5.5 3 91 A2524 10-15-90 Lot 26-2 1210.0 3.0 107 5.2 3 94 A2525 Lot 26-2 1210.0 3.0 105 4.5 3 92 A2526 Lot 25-2 1208.0 3.0 112 3.2 7 93 I A2527 Lot 25-2 1208.0 3.0 109 3.9 7 91 A2528 Lot 24-2 1207.0 4.0 118 6.0 7 98 A2529 Lot 23-2 1206.0 6.0 110 5.9 7 92 I A2530 Lot 23-2 1206.0 11.0 114 6.5 7 95 A2531 Lot 22-2 1205.0 7.0 114 4_6 7 95 A2532 Lot 22-2 1205.0 12.0 113 6.4 7 94 I A2533 Lot 21-2 1204.0 16.0 116 3.4 7 97 A2534 Lot 56-2 1215.0 3.0 110 5.2 7 91 A2535 Lot 57-2 1213.0 3.0 104 3.7 3 91 A2536 Lot 57.2 1213_0 5.0 105 4.6 3 92 II A2537 Lot 58.2 1212.0 9.0 111 3.7 7 92 I I ~'O I II Paloma Del Sol I Mesa Homes Project Number: 88-81-148-03 TABLE 1 I POINT SUMMARY OF FIELO TEST RESULTS Test Approximate Approximate Approximate Field Relative IOENTIF Date Test location Test Depth of Fill Dry Moisture SoiL Compaction I ~~~~~~~....... -................ - -- - -. - - - -...... -..' - - -.. ~~~~~~~~~. ~~~~ - - - ~~~~~- ~~~~. ~ ~~.~ -. ~~~~~~~- - ~~~~~~~ - ~ ~~. ~:~~.. _ ~~~..._... A2538 10-15-90 Tract 24131-2, Lot 58-2 1212.0 9.0 113 3.4 7 90 I A2539 Lot 59-2 1211.0 13.0 108 4.0 7 90 A2540 Lot 60-2 1209.0 19_0 108 3.3 7 90 A2541 Lot 60-2 1209.0 16.0 111 2.8 7 92 I A2542R Retest of A2506 1207.0 18.0 110 4.1 7 92 A2543 Lot 62-2 1214.0 16.0 108 4.4 7 90 A2544 Lot 62-2 1214.0 18.0 115 4.5 7 96 A2545 Lot 63-2 1215.0 13.0 112 5.7 7 93 I A2546 Lot 63-2 1215.0 16.0 111 4.7 7 93 A2547 Lot 64-2 1216.0 17.0 108 5.3 7 90 A2548 10'15-90 Lot 65-2 1217.0 6.0 112 4.0 7 94 I A2549 Lot 65-2 1217.0 10.0 110 4.0 7 92 A2550 Lot 66-2 1218.0 9.0 115 4.4 7 96 A2551 Lot 66.2 1218.0 3.0 112 4_5 7 94 A2552 Lot 67.2 1219.0 3_0 113 3_6 7 94 I A2553 Lot 68-2 1220.0 0_0 106 6_3 7 92 A2554 Lot 69-2 1220.0 0.0 106 4.9 3 93 A2555 Lot 69-2 1220.0 0.0 113 8_0 7 94 I A2556 Lot 70-2 1220_0 3.0 114 4.9 7 90 A2557 Lot 70-2 1220.0 3.0 104 4_3 3 91 A2558 " Lot 71-2 1220.0 7.0 114 4.8 7 95 I A2559 " Lot 72-2 1220.0 12.0 111 4.3 7 92 A2560 " Lot n-2 1220.0 14.0 108 4_9 7 90 A2561 lot 73-2 1219.0 17.0 111 5.8 7 92 A2562 Lot 73-2 1219.0 15.0 113 5.2 7 94 I A2563 Lot 112-2 1201.0 44.0 115 1.3 19 90 A2564 Lot 115-2 1200.0 37.0 115 1.5 19 90 A2565 Lot 113-2 1201.0 34.0 116 3.7 7 93 I A2566 Lot 113-2 1201.0 34.0 110 4.0 7 92 A2567 Lot 114-2 1200_0 38.0 108 4.1 7 90 A2568 Lot 114-2 1200.0 37.0 114 4_2 7 95 I A2569 Lot 115-2 1200.0 37.0 115 5.0 19 90 A2570 Lot 118-2 1198.0 16.0 117 2.5 19 92 A2571 Lot 118-2 1198.0 16.0 121 4.4 19 91 A2572 Lot 117-2 1199.0 21.0 116 2.6 7 94 I A2573 Lot 117-2 1199.0 26.0 118 4_5 7 94 A2574 Lot 116-2 1199.0 31.0 114 2.8 7 93 A2575 Lot 116-2 1199.0 30_0 112 3.9 7 90 I A2576 Lot 112-2 1201.0 34.0 120 3.5 19 91 A25n 10'16-90 Lot 74-2 1208.0 10.0 104 5.5 3 91 A2578 " Lot 75-2 1207.0 3.0 108 6.9 3 94 A2579 " Lot 75-2 1207_0 3.0 108 4_9 3 95 I A2580 " Lot 76-2 1208.0 3.0 106 4.4 3 93 I ,\,-, I I I Paloma Oel Sol I Mesa Homes Project Number: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TES1 RESULTS I POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fitl Dry Moisture Soil Compaction I ~ ~~~ ~~~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ ~ ~ ~~~~ ~ ~~ _ ~:~ ~ _ _ _ ~~ ~ ~~ _ ~~s~ _ (f t: _ _ ~~~~ ~~: _ _ ~~~~~~~ _ (~: _ ~:~~ _ _ _ ~~~ . _ _ _ _ __ A2581 10-16-90 Tract 24131-2, Lot 76-2 1208.0 3.0 111 8.4 7 93 I A2582 " Lot n-2 1207.0 3.0 114 6.3 7 95 A2583 " Lot 78-2 1206.0 3.0 114 4.7 7 95 A25B4 " Lot 79-2 1204.0 3.0 106 6.9 7 92 I A2585 " Lot 78-2 1205.0 3.0 103 4.6 3 90 A2586 " Lot 79-2 1204.0 3.0 110 4.9 3 96 A2587 Lot 80-2 1203_0 3.0 110 4.3 7 92 A2588 Lot 20-2 1201.0 33_0 '13 3.6 7 94 I A2589 Lot 20-2 1201.0 38.0 110 4.2 7 92 A2590 Lot 19-2 1200.0 37_0 '14 2.6 7 95 A2591 Lot 19-2 1200.0 42.0 113 3_5 7 94 I A2592 Lot 18.2 1199.0 41.0 112 4_0 7 94 A2593 Lot 17-2 1197.0 43.0 108 4.5 7 90 A2594 Lot 17-2 1197.0 43_0 112 3_5 7 93 I A2595 Lot 16-2 1196.0 43_0 108 8_5 7 90 A2596 Lot 16-2 1196.0 45_0 110 7.4 7 91 A2597 Lot 15-2 1195_0 42.0 110 3_6 7 92 A2598 Lot 14-2 1194.0 42_0 115 3.2 7 96 I A2599 Lot 14-2 1194.0 43.0 118 3.8 7 98 A2600 Lot 13.2 1193.0 42.0 109 3.3 7 91 A2601 Lot 13-2 1193.0 41.0 110 5.5 7 92 I A2602 Lot 12-2 1192.0 34_0 112 3_0 7 93 A2603 Lot 11-2 1191.0 18_0 109 4.8 7 91 A2604 Lot 11-2 1191_0 17.0 111 3_6 7 92 A2605 Lot 10-2 1190.0 7.0 116 4.4 7 97 I A2606 Lot 10-2 1190.0 7_0 113 4.5 7 94 A2607 Lot 99-2 1188_0 10.0 113 3.5 7 94 A2608 Lot 96-2 1191_0 3.0 112 4.1 7 93 I A2609 Lot 98-2 1189_0 3_0 116 3_3 19 91 A2610 Lot 98-2 1189.0 3_0 114 3.6 19 90 A2611 Lot 97-2 1190_0 3_0 109 3_5 7 90 I A2612 Lot 97-2 1190_0 3.0 110 3.2 7 92 A2613 Lot 95-2 1192_0 9.0 109 2.8 7 90 A2614 Lot 95-2 1192_0 9.0 111 3.5 7 92 A2615 Lot 94-2 1193.0 10_0 114 5.7 7 93 I A2616 " Lot 94-2 1193.0 15.0 111 3_9 7 92 A2617 " Lot 93-2 1194.0 11.0 110 4_2 7 91 A2618 " Lot 92-2 1195.0 17.0 120 5.9 19 94 I A2619 " Lot 92-2 1195.0 18.0 114 4_2 19 90 A2620 " Lot 91-2 1196.0 28.0 115 4.6 7 96 A2621 " Lot 91-2 1196.0 29.0 115 3.8 7 96 I A2622 " Lot 90-2 1197.0 49.0 110 4.3 7 92 A2623 " Lot 89-2 1198.0 43.0 114 4.0 7 95 I ,,11 I I I Project NUTber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approxiroote Field Relative I 10ENTI F Date Test Location Test Depth of Fill Ory MOl sturt~ Soil Conpction I CATION Elevation (ft) Below Te~,t (H) Density Content (%) Type (X) -.....-.---------...-..............-...-....-.............-...................................-........---.-.----....-----...... A2624 10-16'90 Tract 24131-2, Lot 89-2 1198.0 44.0 120 4.2 19 94 I A2625 10-17-90 Lot 111-2 1200_0 41.0 109 4.2 7 91 A2626 Lot 111 -2 1200.0 40.0 108 3.5 7 90 A2627 Lot 110.2 1198.0 28.0 116 4.6 19 91 I A2628 Lot 110-2 1198.0 22.0 115 3.5 19 90 A2629 Lot 109-2 1197.0 28.0 1'9 5.3 19 93 A2630 Lot 109-2 1197.0 24.0 117 4.0 19 92 A2631 Lot 108-2 1195.0 29.0 114 44.0 19 90 I A2632 Lot 108-2 1195.0 24.0 116 5.9 19 91 A2633 10-18-90 Lot 88-2 1199.0 41.0 124 5.0 19 97 A2634 Lot 88.2 1199.0 41.0 115 4.6 19 90 I A2635 Lot 87-2 1200.0 43.0 111 4.4 7 93 A2636 Lot 86.2 1201. 0 38.0 117 3.8 19 92 A2637 Lot 86.2 1201. 0 38.0 114 2.5 19 90 I A2638 Lot 121-2 1196_0 3.0 116 3.3 19 91 A2639 Lot 119-2 1198.0 10.0 122 4.5 19 96 A2640 Lot 119-2 1198.0 10.0 117 3.9 19 91 A2641 Lot 120.2 1197.0 5.0 118 3.8 19 92 I A2642 Lot 120.2 1197.0 3.0 125 4.9 19 97 A2643 Lot 121-2 1196.0 0_0 123 6.4 19 96 A2644 Lot 122-2 1195.0 4.0 115 4.7 19 90 I A2645 Lot 122-2 1195.0 0.0 115 4.5 19 90 A2646 Lot 123-2 1195.0 5.0 116 4.6 19 91 A2647 .. Lot 123-2 1195.0 4.0 115 6.0 19 90 A2648 10.19.90 Lot 124-2 1193.0 4.0 121 4.2 19 94 I A2649 Lot 129-2 1186.0 3.0 112 6.3 7 94 A2650 Lot 129-2 1186.0 5.0 112 5.9 7 98 A2651 Lot 107-2 1194.0 27.0 115 4.9 19 90 I A2652 Lot 107.2 1194.0 23.0 116 5.2 19 91 A2653 Lot 106-2 1193.0 11.0 115 4.8 19 91 A2654 Lot '05-2 1192.0 5.0 114 3.6 7 95 I A2655 Lot 105-2 1192.0 4.0 '13 5.4 7 94 A2656 Lot 101.2 1188.0 4.0 117 6.7 7 98 A2657 Lot 101.2 1188_0 3.0 120 4.1 7 99 A2658R Retest of A2506 1208.0 5.0 108 6.1 7 90 I A2659 10-22-90 Tract 24131-1, Slope, Adj. Lot 8-1 1161.0 18.0 110 11.4 7 92 A2660 " SLope, Adj. Lot 11.1 1156.0 29.0 108 12.9 7 90 A2661 " Slope, Adj. Lot 13-1 1155.0 30.0 114 18.2 16 96 I A2662 " Slope, Adj. Lot 8-1 1163.0 22.0 112 14.7 16 94 A2663 " Slope, Adj. Lot 11-1 1158.0 32.0 111 12.7 7 92 A2664 " Slope, Adj. Lot 13-1 1157.0 32.0 109 13.6 7 91 I A2665 10-22-90 Slope, Adj. Lot 9-1 1165.0 22.0 110 11.2 7 92 A2666 " Slope, Adj. Lot 12-1 1160.0 35.0 109 10.7 7 91 I I ~ I I Paloma Del Sol/Mesa Homes Project Nlnlber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS Relative POINT Test Approximate Approximate Approximate Field 10ENTIF Date Test Location Test Depth of F i l t Dry Moisture Soil Compaction I I CATION Elevation eft) Below Test eft) Density Content (%) Type (%) .....................---..................------......-----..................................--..-----....--.......--........... A2667 10-22-90 Tract 24131-1, Lot 40-' 1177 .0 0.0 107 7.9 7 89 I A2668R " Retest of A2667 1177.0 0.0 111 5.4 7 93 A2669 " Lot 40- I 1178.0 2.0 110 7.4 7 92 A2670 10-26-90 Tract 24131-3, Lot 37-3 1215.0 53.0 114 4.9 7 95 I A2671 Lot 37.3 1215.0 47.0 108 4.9 7 90 A2672 Lot 38-3 1215.0 37_0 109 2.8 7 91 A2673 Lot 38-3 1215.0 42.0 109 3.5 7 91 A2674 Lot 39-3 1214_0 37.0 108 3.8 7 90 I A2675 Lot 40-3 1213.0 27.0 106 3.0 7 88 ~ A2676 Lot 40-3 1213.0 28.0 101 4.1 7 84 - A26n Lot 41.3 1211.0 18.0 118 3.1 7 98 I A2678 Lot 41-3 1211.0 23.0 111 4.0 7 93 A2679 Lot 42-3 1210.0 12.0 111 3.6 7 92 A2680 lot 43-3 1208.0 14_0 115 2.9 7 96 I A2681 Lot 43-3 1208.0 4.0 118 2.9 7 98 A2682 Lot 44-3 1207_0 4.0 108 3.8 7 90 A2683 Lot 44.3 1207.0 3.0 108 6.0 7 90 A2684 Lot 45-3 1206.0 5.0 107 12.0 7 90 I A2685 Lot 46-3 1205.0 4.0 110 4.8 7 91 A2686 Lot 46-3 1205_0 5.0 109 4.6 7 91 A2687 Lot 50-3 1195.0 4.0 109 2.8 19 85 - I A2688 Lot 50-3 1195.0 4.0 110 2_0 19 86 / A2689 Lot 51-3 1197.0 3.0 109 3.3 19 85 - A2690 Lot 55-3 1193.0 3.0 111 3_9 7 93 A2691 Lot 55-3 1193_0 3.0 108 5_0 7 90 I A2692 Lot 56.3 1193_0 4_0 114 3.1 7 95 A2693 Lot 56-3 1193.0 4.0 108 3.0 7 90 A2694 Lot 57-3 1192.0 4.0 108 2.7 7 90 I A2695 Lot 58-3 1191.0 4_0 112 2.3 7 93 A2696 Lot 58-3 1191.0 4.0 110 3.4 7 91 A2697 Lot 64-3 1192_0 4.0 113 2.8 7 95 I A2698 Lot 64-3 1209_0 4.0 115 2.7 7 96 A2699 Lot 65-3 1209.0 3.0 110 4.3 7 92 A2700 Lot 66-3 1209.0 4.0 119 2.1 7 98 A2701 Lot 66-3 1209.0 4.0 110 4.1 7 92 I A2702 Lot 68-3 1210.0 3.0 117 4.1 7 97 A2703 Lot 68-3 1210.0 3.0 114 3.3 7 95 A2704 t.. ~ f",,--1:..{ ~-( U.-l'i 1194_0 0.0 115 12_5 18 92 I A2705 Lot 51-3 1192.0 2.0 117 9.7 19 92 A2706 Lot 69-3 1210_0 20.0 116 2_6 7 97 A2707 Lot 70.3 1210.0 32.0 112 3_4 7 93 I A2708 Lot 70-3 1210_0 22_0 111 3.5 7 93 A2709 Lot 71-3 1209.0 32.0 113 3.8 7 94 I I ':;-.l>\ -~ I II Paloma Del Sol/Mesa Homes Project Nwber: 88-81-148-03 TA8LE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I IOENTI F Date Test Location Test Depth of Fi II Dry Moisture So; l Compact i on I CATION Elevation eft) Below Test (f':) Density Content (%) Type (%) ....---------...............----.-----...--..--..................--.---........------- .---..........---.... .........-........... A2710 10-26-90 Tract 24131-3, Lot 71-3 1209.0 19.0 '10 3.2 7 92 I A2711 " Lot 72-3 1209.0 26.0 115 2.2 7 96 A2712 Lot 73-3 1208_0 21.0 110 1.3 7 92 A2713 Lot 73-3 1208.0 16_0 111 1.4 7 93 I A2714 Lot 74-3 1208.0 3.0 112 3.1 7 94 A2715 Lot 74-3 1208.0 3.0 115 3.0 7 96 A2716 Lot 75-3 1208.0 3.0 118 2.9 7 98 A2717 Lot 76-3 1207.0 3.0 111 2.5 7 92 I A2718 Lot 76-3 1207_0 3.0 109 3.0 7 91 A2719 Lot n-3 1207.0 2.0 109 3.3 7 91 A2720 Lot n-3 1207.0 3.0 111 2.5 7 92 I A2721 Lot 79-3 1204.0 3.0 110 2.3 7 92 A2722 Lot 80-3 1203.0 10.0 109 2_6 7 91 A2723 Lot 80- 3 1203.0 5.0 110 2.2 7 92 I A2724R Retest of 2675 1214.0 27.0 117 2_4 7 93 A2725R Retest of 2676 1214.0 29.0 111 2.2 7 93 A2726R Retest of 2687 1198.0 3.0 112 3.8 7 94 A2727R Retest of 2688 1198_0 4_0 112 4.4 7 94 II A2728 10-28'90 Lot 81-3 1202.0 15.0 109 3.2 7 91 A2729 Lot 81-3 1202.0 20.0 112 5_4 7 93 A2730 Lot 82-3 1200.0 24.0 113 3.4 7 94 I A2731 Lot 83-3 1197_0 24.0 110 4_2 7 91 A2732 Lot 83-3 1197.0 30.0 110 4.4 7 92 A2733 Lot 84-3 1193_0 32.0 113 5.8 7 94 I A2734 Lot 84,3 1193.0 22.0 116 4.2 7 96 A2735 Lot 85-3 1190.0 27.0 112 3.7 7 93 A2736 Lot 86-3 1187.0 16.0 107 6.8 7 90 A2737 Lot 86-3 1187.0 21.0 109 8_1 7 91 I A2738 Lot 87-3 1187.0 4.0 111 3_7 7 93 A2739 Lot 87-3 1187.0 9.0 109 4.9 7 91 A2740 " Lot 60-3 1207_0 10.0 115 4.2 7 96 I A2741 " Lot 60-3 1207.0 15.0 115 3.1 7 90 A2742 10-30-90 Tract 24131-1, Lot 24.' 1162_0 5.0 113 5.4 7 94 A2743 " Lot 21.1 1160_0 8.0 111 5.9 7 92 A2744 " Lot 17-1 1159.0 26.0 110 5.8 7 92 I A2745 " Lot 22-1 1164.0 12.0 112 5.7 7 93 A2746 " Lot 20-1 1162.0 15.0 112 8.7 7 94 A2747 " Lot 16-3 1160.0 28_0 109 9.6 7 91 I A2748 " Lot 23-1 1164.0 14.0 110 10.0 7 91 A2749 " Lot 24- 1 1166.0 12.0 111 6_6 7 93 A2750 10-29-90 Tract 24131 -2, Lot 50-2 1203.0 0.0 109 12.9 7 91 II A2751 " Lot 55.2 1216.0 0.0 112 15.0 7 94 A2752 " Lot 55-2 1216.0 0.0 111 6.7 7 93 'I ) II ~? I I I Paloma Del Sol I Mesa Homes Project Number: 88-81-148.03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative 10ENTI F Date Test location Test Depth of Fi II Dry Moi sture Soil Compaction I ICATlON Elevation (ft) Below Test (ft) Density Content (%) Type (%) -------....-.-....------.-.---.......--.---------............--...--.---------....--....-.---.--..---...-----------.----...----- A2753 10-29-90 Tract 24131-2, Lot 55-2 1216.0 0.0 112 6.1 7 94 I A2754 " Tract 24131-1, Lot 55-1 1210.0 2.0 114 6.8 7 95 A2755 10-31-90 Lot 26-1 1167_0 11.0 112 7_6 7 93 A2756 " Lot 28-1 1167.0 13.0 110 7_2 7 92 A275 7 " Lot 30-1 1167.0 29.0 112 7.5 7 93 I A2758 " Lot 25-1 1169.0 6.0 114 7.4 7 95 A2759 " Lot 27-1 1169.0 15.0 112 8.0 7 94 A2760 " Lot 29-1 1169.0 21.0 110 7.7 7 92 I A2761 11-01'90 Lot 89-1 1158.0 0.0 108 8_1 7 90 A2762 " Lot 90-1 1158.0 0.0 108 7.0 7 90 A2763 " Lot 91-1 1160.0 0.0 108 4.2 7 90 I A2764 " Lot 92-1 1164.0 4.0 108 4_4 7 90 A2765 " Lot 92.1 1166.0 9.0 109 3.6 7 91 A2766 " Lot 55-1 1179.0 19.0 109 3.0 7 91 A2767 " Lot 56-1 1179.0 18.0 111 2.9 7 93 I A2768 " Lot 56-1 1179.0 18.0 109 3.0 7 91 A2769 " Lot 57-1 1180.0 3.0 110 6.1 7 91 A2nO " Lot 57-1 1180_0 5.0 109 5.6 7 91 I A2nl " Lot 54- 1 11n.O 20.0 110 5.4 7 92 A2772 Lot 53- 1 1175.0 21.0 110 6_5 7 92 A2m " Lot 53-1 1175.0 21.0 '13 6.4 7 94 I A2n4 " Lot 52-' 1174.0 19.0 113 4_6 7 94 A2n5 " Lot 52- 1 1174.0 19.0 110 4_9 7 92 A2n6 " Lot 51-1 1173.0 23.0 113 5.0 7 94 A2= " Lot 51-1 1173_0 18.0 111 4.9 7 92 I A2n8 11-02-90 Tract 24131 -2, Lot 5 - 2 1161.0 2_0 110 10.1 7 91 A2n9 " Lot 2-2 1163.0 2.0 '12 11.4 7 93 A2780 " Lot 1.2 1165.0 4.0 109 9.7 7 91 I A2781 " Lot 4-2 1165.0 4.0 112 10.0 7 93 A2782 .. Tract 24131-3, Lot 1-3 1166.0 2.0 114 11.4 7 95 A2783 " SLope, Adj. Lot 4-3 1172.0 2.0 111 9.6 7 93 A2784 " Slope, Adj. Lot 2.3 1166.0 16.0 114 10.3 7 95 I A2785 " stope, Adj. Lot 2.3 1168.0 2.0 111 12.6 7 92 A2786 " SLope, Adj. Lot 5-3 1168.0 8.0 120 9.9 19 94 A2787 " Lot 130-3 1170.0 6.0 115 10.7 19 90 I A2788 Lot 3-3 1170.0 6.0 117 9_6 19 91 A2789 Slope, Adj. Lot 6-3 1170.0 13_0 109 12.3 7 91 A2790 Slope, Adj. Lot 7.3 1172.0 15_0 112 11.3 7 94 I A2791 Slope, Adj. Lot 4-3 1173.0 0_0 108 12.9 7 90 A2792 Lot 1-3 1172.0 8.0 118 9.2 19 92 A2793 Slope, Adj. Lot 5-3 1174.0 8_0 109 8.7 7 91 I A2794 stope, Adj. lot 2-3 1174.0 6.0 110 8.6 7 92 A2795 Tract 24131-2, lot 4-2 1165.0 6.0 '10 13.2 7 92 I I ~\p I I II Paloma Del Sol/Mesa Homes Project Number: 88-81.148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approxima;:e Field Relative I IDENTI F Date Test location Test Depth of I:; t l Dry Moisture Soil Compaction lCATION Elevation eft) Below Tes;: (ft) Density Content (%) Type (%) ....-........---.........----............---.------.............-------....---...... ...---..-------.----..------.--------------- A2796 11-02-90 Tract 24131 -2, Lot 3-2 1165.0 6_0 112 13.6 7 94 I A2797 " Lot 1-2 1167.0 8.0 110 12.2 7 92 A2798 " Lot 4-2 1167.0 8.0 113 8.9 7 94 A2799 " Lot 6-2 1167.0 8.0 113 9_6 7 94 I A2800 " Lot 5-2 1169.0 10.0 114 10.6 7 95 A2801 " Lot 2-2 1169.0 10.0 112 11.2 7 94 A2802 " Lot 6-2 1172.0 7.0 116 9.6 19 91 A2803 Lot 3-2 1172.0 13.0 114 10.3 19 90 I A2804 Tract 24131-3, Lot 130-3 1176.0 12.0 108 10.4 7 90 A2805 Slope, Adj. Lot 3-3 1176.0 0_0 110 9.8 7 92 A2806 Slope Adj. Lot 6-3 1176.0 24.0 113 10.4 7 94 I A2807 Tract 24131-2, Lot 1-2 1174.0 11.0 107 13.2 7 90 A2808 Lot 3-2 1174_0 11.0 110 12_7 7 91 A2809 Lot 5-2 1174.0 15_0 108 13.5 7 90 I A2810 Tract 24131-', Lot 61-1 1176.0 3.0 114 3.6 7 95 A2811 Lot 62-1 1178.0 25.0 113 2.8 7 95 A2812 Lot 62-1 1178.0 9.0 111 3_5 7 92 A2813 Lot 63.1 1180.0 33.0 112 2.9 7 93 II A2814 Lot 63'1 1180.0 28.0 110 3.6 7 92 A2815 Lot 64-' 1185.0 23.0 112 3_8 7 94 A2816 Lot 64-1 1185.0 13.0 114 3.5 7 95 I A2817 Lot 65-' 1187.0 3.0 114 2.7 7 95 A2818 Lot 66.1 1187.0 15.0 114 5.5 7 95 A2819 Lot 66-1 1187.0 15.0 112 4.7 7 93 A2820 Lot 67-1 1187.0 158.0 111 6.3 7 92 I A2821 Lot 67-1 1187.0 25.0 112 5.2 7 93 A2822 Lot 68-1 1187.0 25.0 109 5_4 7 91 A2823 Lot 68-1 1187_0 15.0 109 4.1 7 91 I A2824 Lot 69-1 1187_0 20_0 109 6.2 7 91 A2825 Lot 70-1 1187.0 3.0 113 4_9 7 95 A2826 Lot 70-1 1187.0 3.0 112 6_3 7 94 I A2827 Lot 71-1 1185.0 3.0 110 4_2 7 92 A2828 Lot 71.1 1185.0 19.0 110 5.7 7 91 A2829 Lot 72-1 1184.0 17.0 111 3.2 7 93 A2830 Lot 73-1 1182.0 46.0 111 6.6 7 93 II A2831 Lot 73-1 1182.0 41.0 108 5.0 7 92 A2832 Lot 74-' 1181.0 49.0 111 5_2 7 92 A2833 Lot 74-1 1181.0 49_0 109 4.6 7 91 I A2834 Lot 75-1 1180.0 49.0 108 3.1 7 90 A2835 lot 76- 1 1180.0 48.0 113 2.8 7 95 A2836 Lot 76-1 1180.0 47.0 116 3.3 7 97 I A2837 Lot n-1 1178.0 44_0 118 0_3 7 98 A2838 Lot n-l 1178_0 41.0 108 3.7 7 90 I I \\\ I I Paloma Del Sol I Mesa Homes Project Nunber: 88-81.148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approxlmate Approximate Field Relative I IOENTIF Date Test Location Test Depth of Fill Dry Moi sture Soil Compaction ICATION Elevation eft) Below Test (ft) Density Content (%) Type (%) ...........--............................-..........--.-........................._........-..._..-.-............................ A2839 11-02-90 Tract 24131-1, Lot 78-1 1176_0 39.0 110 3.1 7 92 I A2840 " Lot 79-, 1170.0 34.0 110 4.4 7 92 A2841 " Lot 79-1 1170.0 31.0 111 3_6 7 93 A2842 " Lot 80-1 1170.0 34.0 110 3.1 7 92 I A2843 Lot 80-1 1170.0 30.0 109 2.7 7 91 A2844 Lot 81-1 1169.0 33.0 109 3.2 7 91 A2845 Lot 62-1 1168.0 29.0 110 4.3 7 92 A2846 Lot 82-1 1168.0 35.0 108 4.0 7 91 I A284 7 Lot 83-1 1167.0 35.0 108 2_5 7 90 A2848 Lot 83-1 1167_0 30.0 110 2.8 7 92 A2849 Lot 84-1 1165.0 34.0 111 3.1 7 93 I A2850 Lot 42.1 1179_0 9.0 108 4.1 7 90 A2851 11.05-90 Lot 42.1 1176_0 12.0 108 3_4 7 90 A2852 " Lot 41-1 1178.0 9.0 108 3.1 7 90 I A2853 Lot 41.1 1179_0 9.0 110 2_3 7 91 A2854 Lot 40-1 1180.0 3.0 108 2.6 7 90 A2855 Lot 36-1 1180.0 3.0 109 3_5 7 92 A2856 Lot 36-1 1180.0 3.0 108 4.6 7 90 I A2857 Lot 35-1 11n.O 8.0 106 2.1 7 90 A2B5B lot 35-1 1177.0 3.0 110 4.7 7 91 A2859 Lot 34-1 1174.0 20.0 108 3.1 7 90 I A2860 lot 34.1 1174.0 20.0 110 5.2 7 92 A2861 Lot 33-1 1173.0 31.0 108 5.0 7 90 A2862 Lot 32-1 1172_0 32.0 110 5.4 7 92 A2863 Lot 32-1 1172.0 32_0 108 4.1 7 90 I A2864 Lot 31-1 1172.0 32_0 110 5_5 7 92 A2865 lot 31.' 1172.0 30.0 108 3.3 7 90 A2866 Lot 30- 1 1171.0 28.0 109 2.9 7 91 I A2867 Lot 29.1 1171.0 24.0 109 3.2 7 91 A2868 Lot 29.1 1171.0 24.0 108 2.6 7 90 A2869 Lot 28-1 1171.0 13.0 109 3.2 7 91 I A2870 " Lot 28-1 1171.0 23_0 110 2_8 7 92 A2871 Lot 27-1 1170_0 12_0 109 3.8 7 91 A2872 Lot 26-1 1169.0 17.0 109 3.1 7 91 A2873 Lot 26-1 1169.0 12.0 106 3_6 7 90 I A2874 Lot 25-1 1169.0 7.0 111 4.3 7 92 A2875 Lot 25- 1 1169.0 12.0 110 5_4 7 92 A2876 Lot 24.1 1167.0 15.0 114 4.1 7 95 I A28n Lot 23-1 1166.0 19.0 113 4.6 7 94 A2878 Lot 23-1 1166.0 21.0 109 3.0 7 91 A2879 Lot 22.1 1165.0 18.0 109 4.2 7 91 I A2880 Lot 22-1 1165.0 18.0 112 3.4 7 93 A2881 Lot 21.' 1163.0 11.0 113 56_6 7 94 I I ~<t> I II Paloma Del Sol I Mesa Homes Project Number: 88.81.148.03 TABLE 1 II SUMMARY OF FJELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative lDENT! F Date Test Location Test Depth of ri It Dry Moisture Soi L Compaction I ~ ~~~ ~~~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ ~ ~ ~~~~ i ~~ _ ~:t) _ _ _ ~~ ~~~ _ ~~~t _ (:' ~ _ _ ~~~~ ~~: _ _ ~~~~~~~ . (%~ _ ~:~~ _ _ _ ~~~ _ _ _ _ _ _ _ A2882 11-05-90 Tract 24131-1, Lot 20-1 1163.0 3.0 113 6.6 7 94 I A2883 " Lot 20-1 1163_0 21.0 111 5.9 7 92 A2884 II Lot 19-' 1162.0 21.0 111 7.2 7 92 A2885 Lot 19.1 1162.0 26.0 112 8.0 7 94 I A2886 Lot 18-1 1162.0 30.0 108 7.7 7 90 A2887 Lot 17-1 1161.0 30.0 110 7.2 7 92 A2888 Lot 17-1 1161.0 34.0 109 5_1 7 91 A2889 Lot 16-1 1160.0 34.0 111 4_8 7 82 ' I A2890 Lot 89.1 1160.0 11.0 110 6.1 7 91 A2891 Lot 90-1 1160.0 0.0 108 6.8 7 90 A2892 Lot 90-1 1160.0 2.0 110 6.3 7 90 I A2893 Lot 91-1 1161_0 2.0 117 10.4 7 97 A2894 Lot 91-1 1163.0 4.0 116 10.2 7 96 A2895 Lot 92-1 1165.0 12.0 109 8.4 7 91 A2896 Lot 10-1 1163.0 0.0 108 10.2 7 90 I A2897 Lot 10-1 1165.0 2.0 109 7.1 7 91 A2898 Tract 24131-2, Lot 6-2 1176.0 4_0 110 10_7 7 92 A2899 Lot 2-2 1176_0 13.0 111 12.3 7 93 I A2900 Tract 24131,3, Lot 5-3 1178.0 6.0 109 12.1 7 91 A2901 Lot 8-3 1174.0 12.0 109 11.4 7 91 A2902 Tract 24131-2, Lot 5-2 1178.0 2.0 111 10.6 7 93 I A2903 II Lot 4.2 1180.0 3.0 109 11.8 7 91 A2904 " Lot 2-2 1180.0 22.0 108 11.5 7 90 A2905 " Tract 24'31-3, Lot 6-3 1180.0 26.0 106 9.6 7 88 A2906R II Retest of A290S 1180.0 26.0 108 13.4 7 90 I A290? " lot 8-3 1176.0 11.0 109 11.8 7 91 A2908 " Tract 24131-2, Lot 5-2 1180.0 13.0 109 11.3 7 91 A2909 Lot 4-2 1180_0 10.0 110 12.8 7 92 I A2910 Lot 3-2 1184.0 25.0 112 12.4 7 93 A2911 Lot 1-2 1182.0 15.0 110 11.2 7 92 A2912 Lot 2-2 1183_0 23.0 108 12.9 7 90 I A2913 Tract 24131-3, Lot 5-3 1182.0 17.0 109 11.7 7 91 A2914 Lot 7-3 1184.0 29.0 112 11.3 7 93 A2915 Lot 8-3 1180.0 14.0 110 11.7 7 92 A2916 Tract 24131-', Lot 14-' 1159.0 32.0 110 4.7 7 92 I A2917 Lot 14-1 1159.0 36.0 109 5.3 7 91 A2918/Z bot 1! 1 lJ>.4....i o-C 1. W'i 1160.0 34.0 109 4.6 7 91 A2919 Lot 88-1 1159_0 28_0 109 5.7 7 91 I A2920 " Lot 88-1 1159_0 23.0 108 5.6 7 90 A2921 " lot 86-' 1161.0 34.0 "0 4.9 7 92 A2922 II Lot 87.1 1160.0 33.0 111 7.4 7 92 I A2923 " Lot 86-1 1161.0 34.0 109 7.8 7 91 A2924 II Lot 85-' 1164.0 32.0 108 5.9 7 90 I I '\-~ I I II PaLoma Oel Sol / Mesa Homes Project Nunber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field ReLative I IDENTIF Date Test location Test Depth of Fit l Dry Moisture So; l Compaction ICATJON Elevation (ft) Below les: (tt) Dens i ty Content (%) Type (%) ...-.......---------------------......--..--------------.--.-----...........-.--.-----.------.--....----...,.-----------......... A2925 11.05-90 Tract 24131-1, Lot 85., 1164.0 35.0 111 7.1 7 90 I A2926 " Lot 15-1 1160.0 33.0 109 4.8 7 90 A2927 " Lot 13-1 1159.0 33.0 110 5.2 7 91 A2928 " Lot 13-1 1159.0 38.0 110 5.8 7 92 I A2929 " Lot 12-1 1161.0 34.0 110 6.7 7 91 A2930 " Lot 11-1 1162_0 30.0 108 6.1 7 90 A2931 " Lot 11-1 1162.0 12.0 113 4.9 7 94 A2932 Lot 10-1 1165.0 3.0 112 8.6 7 93 I A2933 Lot 10-1 1165_0 3.0 109 7.7 7 91 A2934 Lot 9.1 1166.0 19.0 111 4.8 7 92 A2935 Lot 8-1 1166.0 19.0 111 6.6 7 93 I A2936 Lot 8., 1166.0 29_0 113 7.9 7 94 A2937 Lot 7., 1166.0 10.0 112 6.0 7 94 A2938 Lot 7-1 1166.0 15.0 111 5.9 7 93 I A2939 Lot 50.1 1169.0 0.0 112 8.4 7 93 A2940 Lot 50-1 1171.0 2.0 '09 7.7 7 90 A2941 Tract 24131 - 2, Lot 6-2 1182.0 6.0 112 12.5 7 93 A2942 Lot 5-2 1184.0 18.0 112 11.6 7 93 I A2943 lot 4-2 1184.0 11.0 108 13.3 7 90 A2944 Tract 24131-3, Lot 5-3 1186.0 21.0 '09 12.7 7 91 A2945 Lot 6-3 1186.0 26.0 110 12.1 7 92 I A2946 Lot 8-3 1184.0 24.0 110 11.8 7 92 A2947 Lot 7-3 1187.0 35.0 109 11. 1 7 91 A2948 Lot 8-3 1187.0 22.0 111 12.0 7 93 A2949 Tract 24131-2, Lot 6-2 1185.0 10.0 112 10.7 7 93 I A2950 Lot 130.2 1181.0 0.0 110 11.3 7 92 A2951 Lot 130-2 1183.0 2.0 110 10.8 7 92 A2952 Lot 130- 2 1184.0 4.0 110 12.6 7 92 I A2953 Tract 24131-3, Lot 4-3 1184.0 0.0 110 10_9 7 92 A2954 Lot 3,3 1185.0 2_0 109 11.4 7 91 A2955 Lot 2-3 1185.0 4.0 110 12.4 7 92 I A2956* Tract 24131-2, Lot 100-2 1186_0 7.0 108 4.6 7 90 A2957* Lot 106.2 1193.0 17.0 113 3.8 7 94 A2958* Tract 24131-3, Lot 85-3 1189.0 27.0 112 5_3 7 93 A2959* Lot 82.3 1200.0 27.0 109 4.4 7 91 I A2960* Lot 59-3 1207.0 20.0 114 5.7 7 95 A2961* Tract 24131-2, Lot 72.2 1209.0 23_0 110 4_ 1 7 92 A2962* Lot 69-2 1210.0 28.0 110 3.9 7 92 I A2963* Tract 24131,3, Lot 5-3 1187.0 15.0 108 8.0 7 90 A2964* Lot 8.3 1188_0 26.0 108 9.5 7 90 A296S* 11-06-90 Tract 24131-1, Lot 9-1 1166.0 14.0 109 4.8 7 91 A2966* " lot 12-' 1161.0 29.0 1'0 3_6 7 92 I A2967 " Lot 15-1 1159.0 36.0 111 3.9 7 93 I I ,,1P I I Paloma Del Sol/Mesa Homes Project Nl.mIber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELO TEST RESULTS POINT Test Approximate Approximate Approximate Fietd Relative I IDENTI F Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATJON Elevation eft) Below Test eft) Dens i ty Content e%) Type (%) - - - ---... - --~ -.. ~~~ - - -- --- --. - -. -- -.. ~...-.... - -.. - - -. -. -... -.. - - - - - - - - - - -. - - - - - - - - -. -.. - -.. - - - -....... ~. -.... -.......... -...... A2968* 11-06-90 Tract 24131-1, Lot 18.1 1162.0 29.0 109 3_5 7 91 I A2969* " Lot 21-1 1163.0 17.0 110 4.8 7 92 A2970* " Lot 24-1 1167.0 20.0 108 3.2 7 90 A2971 " Lot 27-1 1170.0 18.0 110 4_9 7 92 I A2972* " Lot 30-1 1171.0 28.0 110 4.6 7 92 A2973* " Lot 33-1 1173.0 31.0 110 3.7 7 92 A2974* " Lot 40-1 1180_0 8.0 111 4.1 7 93 A2975* 11'07-90 Lot 54-1 1177.0 20.0 110 3.4 7 92 I A2976* Lot 65-1 1187.0 7_0 110 4.4 7 92 A29n* Lot 61.1 1176.0 15.0 108 4.3 7 90 A2978* Lot 78-1 1176.0 40.0 111 4.7 7 93 I A2979* Lot 75-1 1180.0 50.0 112 4.1 7 93 A2980* Lot 72-1 1184.0 27.0 111 4.7 7 93 A298'* Lot 69-' 1181.0 18.0 108 3.1 7 90 I A2982* Lot 87-1 1160.0 33.0 111 4.7 7 93 A2983* Lot 84-' 1165.0 33.0 112 4.6 7 93 A2984 11.08-90 Tract 24131-3, Lot 7-3 1188.0 34.0 111 3.7 7 93 A2985 " Lot 7.3 1188_0 32.0 110 3.5 7 92 I A2986 " Lot 6-3 1188.0 31.0 109 4_1 7 91 A2987 Lot 6-3 1188.0 28.0 109 3_9 7 91 A2988 .. Lot 5-3 1187.0 20.0 109 4.6 7 91 I A2989 " Lot 4-3 1187.0 9.0 109 4.1 7 91 A2990 " Lot 4-3 1187.0 9.0 111 3.8 7 93 A2991 " Lot 3-3 1186.0 9.0 111 4.0 7 93 A2992 " Lot 3-3 1186.0 6.0 111 4.4 7 93 I A2993 " Lot 2-3 1185.0 14.0 109 3.8 7 91 A2994 " Lot 2-3 1185.0 9.0 110 3.4 7 92 A2995* " Lot 1-3 1184.0 13.0 109 4.7 7 91 I A2996 Lot 1-3 1184.0 18.0 108 4_2 7 90 A2997 Tract 24131-2, Lot 130-2 1184.0 12.0 109 4.2 7 91 A2998 Lot 130-2 1184_0 7.0 109 3_5 7 91 I A2999 Lot 1-2 1183.0 16.0 110 3_6 7 92 A3000* Lot 1-2 1183_0 22_0 113 4.8 7 94 A3001 Lot 2-2 1184.0 23.0 110 5.2 7 92 I A3002 Lot 2-2 1184.0 26.0 110 4.0 7 92 A3003 Lot 3-2 1185.0 13.0 111 4.7 7 93 A3004 Lot 3-2 1185.0 22.0 109 3.8 7 91 A3005 Lot 4-2 1186.0 14.0 109 3.6 7 91 I A3006 Lot 4-2 1186.0 19.0 111 4_1 7 93 A3007* Lot 5-2 1186.0 15.0 113 5.5 7 94 A3008 Lot 5-2 1186.0 20_0 110 4.7 7 92 I A3009 Lot 6-2 1187.0 10.0 108 4.3 7 90 A3010 Lot 6-2 1187.0 15.0 111 4_9 7 93 I I 1>" " ----- ----- I II Paloma Del Sol/Mesa Homes Project Nl..I1'ber: 88-81-148-03 TABLE 1 I SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative II IOENTIF Date Test Location Test Depth of Fill Dry Moisture Soi l Compaction ICATION Elevation (ft) Below Test {ft) Density Content (%) Type (%) ............................................................-......................- ............................................. A3011 11-16-90 Tract 24131-1, Lot 43-1 1175.0 0_0 109 5.1 7 91 I A3012 Lot 43- 1 1177.0 2.0 109 5.9 7 91 A3013 Lot 43-1 1178.0 3.0 110 5.5 7 92 A3014 Lot 44'1. 1175.0 0.0 110 5.4 7 92 I A3015 Lot 44-' 1177_0 2_0 113 6.4 7 94 A3016 Lot 44-1 1178.0 3_0 110 7_6 7 91 A3017 Lot 45-1 1175.0 0.0 114 6.5 7 95 A3018 Lot 45-1 1177.0 2.0 118 6.8 7 99 I A3019 Lot 45-1 1178.0 3.0 107 5.2 7 90 A3020 Lot 46.1 1174.0 0.0 113 5.0 7 94 A3021 Lot 46-1 1176_0 2.0 119 5.3 7 99 I A3022 Lot 46-1 11n.O 3.0 114 6.8 7 95 A3023 Lot 50- 1 1170.0 0.0 114 6.7 7 95 A3024 Lot 50.1 1172.0 2.0 114 6.4 7 95 I A3025 Lot 50- 1 1172.0 3.0 117 4.9 7 98 A3026 Lot ,., 1170.0 23.0 "2 6.0 7 93 A3027 Lot 2-1 1169.0 22.0 110 6.1 7 91 A3028 Lot 3-1 1168.0 26.0 109 6.3 7 91 I A3029 Lot 4-1 1165.0 24.0 108 4_6 7 90 A3030 Lot 5-1 1166.0 19.0 111 3.4 7 92 A3031 Lot 6-1 1166.0 29.0 110 4.0 7 92 I A3032 Lot 89.1 1161.0 14.0 112 3.8 7 94 A3033 Lot 90-1 1163.0 5.0 111 3.8 7 92 A3034 Lot 91-1 1169.0 5_0 111 4.0 7 93 I A3035 Lot 92-1 1166_0 10.0 110 6.9 7 92 A3036 Lot 93.1 1169.0 22.0 111 4.2 1 92 A3037R "-28-90 Retest of A2689 1197.0 3.0 112 2.2 7 93 A3038R " Retest of A2513 1210.0 16.0 110 3.1 7 92 J A3039R " Retest of A2519 1210.0 31.0 109 3.8 7 91 II I I I I I ,~ I I I II I I I I I I I !I I !J I I I I ,I II TABLE II MOISTURE-DENSITY RELATIONSHIP SUMMARY ,,{) II II I .- I '1 I I II I I :1 I I I I I I I I TABLE II MOISTURE-DENSITY RELATIONSHIP TEST SUMMARY' OPTIMUM MAXIMUM MOISTURE DRY SOIL CONTENT DENSITY TYPE SOIL DESCRIPTION (PERCENT) (PCF) SAND {SPI, fine to medium grained, trace silt, gray 6.7 136 2 SILTY SAND (SM), fine to medium. trace gravel. brown 8.3 132 3 SAND (SPI, fine to medium grained, brown 9.9 114 4 SIL TV SAND (SM), fine to medium grained, brown 15.1 118 5 SANDY SILT (ML), trace clay, orange-brown 11.0 129 6 SAND (S?), fine to coarse grained, brown 10.8 120 7 SILTY SAND (SM), fine grained, trece clay 12.5 120 8 SIL TV SAND (SM), fine to medium grained. brown 8.5 134 9 CLAYEY SAND (SeL fine grained to medium, dark brown 8.0 130 10 SAND (SPI, fine grained, trace of clay. brown 8.6 130 11 SILTY SAND ISM), fine to medium grained, dark brown 8.8 133 12 CLAYEY SAND (8M), fine to medium grained, yellow brown 10.4 130 13 SIL TV SAND (8M). fine to medium grained, brown 9.2 132 14 SIL TV SAND (SM), fine to coarse grained, light brown 9.3 115 15 CLAYEY SAND (Sel. fine to coarse grained, trace gravel. brown 7.8 133 16 SANDY CLAY (CLI. trace of gravel, brown 14.7 119 17 SAND CLAY (CL). brown 14.5 119 18 CLAYEY SAND {SC), fine to coarse grained, brown 10.8 125 19 CLAYEY SAND (SC)"fine to coarse grained, brown 9.2 127 20 NO TEST 21 SILTY SAND (SM) 7.0 133 22 SANDY SILT (ML) 10.0 122 23 GRAVELLY SAND 9.0 125 24 SILTY SAND (SM) 8.5 128 25 GRAVELLY SAND (SP) 9.5 124 26 AGGREGATE BASE 7.5 147 27 SILTY SAND (SM) 8.5 130 28 AGGREGATE BASE 6.9 146 29 SILTY CLAY 17.5 111 . ASTM 01667-78 Test Method ~