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CT 74-25; TANGLEWOOD; REPORT OF IN-PLACE DENSITY TESTS; 1973-08-31
INSPECTION <6r--Sf6t. " .... ~~i~ , ',Q:T 14~ 25 • TESTING • RESEARCH • DEVELOPM~NT --= ~--0'1- .s:-L 62,ao Riverdale St. • San Diego, California, 92120 • Phone 280-43-4 1 ==================================:;= ==:;== ==-:=:=,:,;'''::=""--- II, " AL.J., III!:PO .. TII Aftl!: lIuilMIT'n:D A. THE CON"IDENTIAL. P"OI'E"TV 0" CI,IIENT •• AUTHQ"IZATION 1"0" PUISf.I!=",TioN 01" OUII .. EPOlitTS. CC!NC;L.U.ION~. Ollt EXTlI"'CTB 1""0111 ci" "EGA"DIN~ THIEM i ... 1i.IE .. VtD' PIENDING OUR W"'TTIE~ A;. .... OV ... L. .... " '''IUTUI\L. .... Cll:ECTlo .. f TO CLIEtns. T.J:lE' ioU!ilLIC ","D' 'Q~IIt"EL.VU, . .' '. '. . . Larwin-:-Sq,n Diego .6150 Mission ~orge Road San Diego,. C~liforniq, 92120 At:J,gust 31, 1973 S~T 3l~022 Repo;rt No.-16 SUBJECT: Report ",of In-Place Density Tests, Tanglewood $ubdivision" Carls- pad, caiifornia. ~"H,''''?~ SU~RIZING 'TijE A~TACHED REPOf{T OF IN-PLACE DENSITY TESTS, IT I,S 'rIfE O~INION OF SOUTHERN CALIFORNIA' TESTING LAaORATORY, +NC'. " BASED UPON ' FIE):"P 'INVESTIGATIONS :AND LABORATORY TESTS, THAT THE FOLLOW.ING STA,TEMENT$, DO APPL.Y TO TaE" SUBJECT SITE. ' ,,' " " , , l. Th,e grol,1nd which was used f<>r compacted f.j.lls wi thin ~he bUil-chng areas has low :vol-ume ch,ange charact~ri.stics. The e;x:isting surface soils in cut,' lots, as well as fill lots have been inspected anq 'rip e~pansive mat-- eriq1s':"'wE;re noted; therefore, do detriment.al mov'ement will i'esult :ero~ this. soil, .characteristic. ' 2. 4. 5. Th~ sqill3that were used in filled ground, having Q~Em compacted to- a. m~n~mum qf ninety (90) percent of maxim-um dry density, l:J.ave a safe bearing'valq~ of 1,080 psf for co~tinuous footings twelve (12) ,inches wiele plac~d twe:J.ve (12) inches below adjacent '~rrade. ' 'Cut" a:nd fill slopes were constructed in accordance with the ;re.co,!1UTIenqa- 'tions con,taiz:ted in our Report 'of Soil Investigat.ion dated. May .Hl~~.;i..gry4, Sep:t:ember' 15; 1972, April 16, i973 and April '24, :j.:973 ana are 'stah~.'~ with 'relation to deep-seated failure.' ,,'$lY' ' ~- All lots were inspected by this laboratory to insure that 'no potentially expansive soils were within two and bne-half (2 1/2) feet of f,inal grade elevation. No lots contain transitions from cut to 'fill within the building pad area. 6. The compacted fills have adequate bearing value to safely support the' ','proposed loads. ..: j J, v I f· / •• , • ) seT 3~;2022 August 31, 1973 -Page Two If you have any questions 'regarding the, above ,or follow:j.ng infor:ma't:i,OI:1,_ please-do not hesitate to contact this office. Th:i,sopport~nity to pe of service i$ sincerely appr~ciated. Respectfully submitted, SOUTHERN CALIFORNI,A TESTlNG L,AB., INC~ FCB;jl~ 9C; , (8 ) Submitted .~ ~"~., ~ ... " ~~. '~t~· . . ~ .. /~ .. ' . , '. ~ '. -"' , -, . --" .' , " 'iNSPECTiO~ .. TESTING" RESEARCH" DEVELOPMENT 6 2 8 0 Riverdale St. • San Diego, California 9 2 1 2 0 ~ Phone 280" 4 '32 1 .. " __ :.:... •• __ =:-.=. ~ -:.~ w .. ALL IIE"OIl". AilE liiniMl'O'Ep A. THE CON .. ,DENT,AL PIIOI"I!IITY 0" CLIENTS. AUTHOItIZATION 1'01' PUBLICATION 01" OUIt REPOIITS, CONCLUSIONS, '0" EXTIt"~TS ""~M 011 IIEGARDING T~EI';" .,. itbEIIVEO' .... ENDING OUIt W'''TTiltN A""~OyAL AS A MUTUAL I'ItQTECTION TQ CLI'ENTa, ·.THIE· PUBLIC "ND O':'It"E~ill;: •. . Larwin-San Diego .6159 Missiqn Gorge Road $.ah Pi~go', California 92120 August 31, 1973 seT 312022 Report No~ 16 SUBJECT;' Report of In-Place Density Tests, Tanglewood SUbdivis.i,.on,: Carls- bad, California. Gentlemen: In compliance with your request, this report.has been prepareq to estab- lish the degree'of compaction of the compacted fills placed on the SUbject .. site as tested by the Southern California .Testing Laboratory, Inc.' from ~eb~uary 21 through June 15, 1973. Prior to graqing operations, the site was cleared of debris. The natural ground was then scarified, watered as "required, compacte~ to at least ninety (90) pe:r~ent of maximum dry de~sity and tested. The f3..1lg, wpic~ . consiste.d of 'm.;Lxtures of clayey sands and ~il ty sanqs obtaineq :t;:rom the cuts made on the .site, were placed in four (4) to six (6) inch la¥e:b;;, water.edto' optimum requirements and compacted by means of a :;;:Q.eepsfoot· r9l1el;"and heavy construction equipment. The natu~al ground, in our opinion, possesses sufficient stabilitr tp safely support'the compacted fills and structures that are planned. :i / ., \ \ ( I . ) 1 ... f • 'SCT 312022 August 31, 1973 Page Two Inspections, alid field density tests were made by the SOl;l1;:hern California Testing Laborato~y, ,Inc. during the p~ogiess of work. The results of those tests and inspections are as shown on the attached figures. FIELD INVESTIGATIONS: Field density tests were taken according to A.S.T.M. Test Method P-~556-64. Moisture deter~tnations were made from eacl1 density sample. Samples of dif.,. ferent encountered fill materials were obtained for maximum dry" dens,ity qeterminations. A list of the resuLts of these tests ,ap~ear on the attached shee,t, qf field densities. Fill materi~l obtained from on-site cuts did contain varying quantities of dense silt and cemented sand particles in excess of 9'!1 in maximum dimen-, sIon. The res,ults of the field density tests noted h~reihafter indicated that the quantity of the above described pa;r-ticles, a'nd available compac- tion equ.:ipmt?nt was producing, inadequate compaction. There,fore ~ the fill material containing a high quantity of the oversized mqteria,l was iempved and cOlllpacted, in proposed recreation areas. The resulti:ng va,id was then, backfilled with more s'llitable fill material and cOmpacted. ,The major test: :p.umbers and respective area,s where the'above described re- moval and recompaction occurred are as follows: TEST NUMBERS 'AREAS 155 tnrough 159 I-18 through J-:-19 233 through 243 G-'15 through J<-15 2'61 through 265 D-14 through J-15 312 through 316 B-3 through F-l4 ,321 G-17 345 through 351 F-16 through H-17 The off-site fill area AI through C', 9 through 12, does not require ninety (90) percent relative compaction. '" , 1 • ( <., I, • • \ seT ll~022 LJ\BORATORY''J;!E$TS: Auoust 3l~' 1973 Pag~ Three Maxix:n~m'd:r:y depsity determinations were performed on repr~seni;:.ative soL~s ~sed in ,tl1e compacted fills accorq.ing to A. S. T .M. Test Method D ... 15·57-70 ;i:n q. four (4) incl1 diarn.eter cylindrical mold of 1/30 cubic foot volqme, five (5) 'l~yer~, eweni;:.:y-five,(25) blows, ten (10) po~n4 hammer, eigi:J.teen (18) inch drop. Eased on f'ieJ,.d observations and the density test. r,esults, it is the opiniotl of t1:}.e SOl.lthern California Testing Laboratory, ,Inc. that the g:r;ading was per- form~d supstantially in accordance wit~ the, recommendatiQnp contained in our Soil Investigation, Reports, and the recommendations contained therein. q:o apply tc;> the 'sub~ect site. No foqting should be placed nearer than five (5) feet to tl?~ face of a one and, one half, (1 1/2), horizontal to one (1) vertical plane projected upwa!ri'd . " , . . from the toe of a compacted fill for a fill slope tvventy (20) feet or :Less in vert'icaJ,. height. For vertical heic;Jhts exceeding twenty (20) fe~tr the five (5) foot setback from the plane should be iner,eased to one (1) foot for , ' each additional five (5) feet of vertical 1:}.eight. I't is reconunend,ed that adequate drainage provisions,' and ~lope pl&nt,ing be in-:- corpora ted to ;reduce the probability of surface erosion and sloughing. If you, desire additional information, please do not hesitate to contact this , , office. ' Respectfully submitted, SOUTHERN CALIFORNIA TESTING LAB., INC. FCB: jle ' P'resident cc: (8) Submitted \ . . ,'. . { < .-VI' ... .' -... -::Z.-.', . ' 1~ . { . ( 4/3/73 ) NO,2,12022 ( .. FIGU.RE: NO. DATE .,JOB, " ".oj \... , ·ELEV. OR DRY DEN. 0/0 TEST DEPTH OF MOIST. LBS. I SOIL" RELATIVf NO. DATE LOCATION (Grid) TEST,FT 0/0 CU. FT. TYPE COM? u ' . 1 2/21/73, B-3 0.0 17.0 110.4 23 90.0 2 2/22/73 G-16 0.0-1 19.8 10'5.0 15 '\ 90·l 3 2/22/73 0-21 0.0-1 ],.4.9 104.9 ],.5 ~O.O 4 2/22/73< N-2e 0.0-1 12.4 . , 93'.4 109..9 +5 5 2/23/73 L-2 84.0 17.0 10.6.0 15 90.6 6 2/23/73 N-4 90.0 16.3 1,01.4 24 9i~8 I 7 2/23/73 0-5 95.0 1\ '. 11.7 106.1 15 9Q .'2 8 2/23/73 K-3 90.0 12.4 1;Ll.7 2' 9i.2 9 2/23/73 K ... 17 0.0-1 11.7 110.8 :2 90'.6 ') 10 2/24/73 J-2 87 ~'O 12.4' 113'.4 2 92.8 :J.1 2/24/73, J-3 . 89.0 15.6 1.04.9 15 90.0 12 2j24/73 L-3 92.0 15.3 104.5 15 90.0 13 ,2j24/73 J-1 90.0 11.1 99.5 :0 94.5 1:4 '2/211/73 : L-4 92.0 12.4 103.3 8 90.5 IS 2/24/73 J-2 95.0 1;1..1 109.0 8 95.5 16 2/'4.4/73 N-6 100.0 12.4 97.Q 13 91.9 17 ' 2/';.4/73. K-4 102.0 .10.5 1.13.8 9 91.5 . 1,8 2/2'4/73 1-2 ,100.0 10.5 112.5 9 90.7 19 2/26/73 L-4 ' 101.0 19.0 97.5 7 9·Q.5 20 2/26/73 P-6 108.0 9.3 112.0 12 90.4 21 2/26/)3 P-6 107.0 16.3 99.0 7 92.0 22 2/26./73 N-5 103.0 16.3 105.5 6 91.4 23 2/26/73 L-5 101.0 ·11.1 106.1 25 9~1 .5' 24 '2/26/73 ' J-4 98.0 13.6 115.5 . 12 92.5 25 2/26/73 1-3 90.0 11.1 107.5 25 '91.7 , " , -'';'; ~~ " ,,~ ~ = ;'~ ~ : . '. ~, f: FIGU~RE: NO. _____ ~(~. J .t • .., I ., \ DATE ___ 4/_3_/_7_3 ________ .. Est NO. ';.7 , DATE 2/27/73. 2/27/73' 28 2/27/73 29 2/27/73 30 2/';.7/73' ~1 2/27/73 ~2' 2/27/73, ~3 2/2~/73 ~4 2/28/73 ~,5 , 2/28/73 ~,6 ,2/28/73 7 ~/28/73 8 2/28/73 9 2/28/73, Q ',2/28/7~, ill 2/28/73 12 2/28/73 13 3/1/73 14 3/1/73' 15, Hi ~8 19 jO }1 52 3/1/7"3 3/2/73 3/2/73 3/2/73 '3/2/73 3/2/73 3/2/73 -3/2/73 !-OCATlQN (Grid) K-3 M-4 M-5 0-5 P-7, K-1 K-2 J-3 J-2 Retest No. 32 L-3 M-5 N-5 N-6 L-4 J-4 K-5 J-2 0-3 N-5 M-4 L-17 N-17 K-16 Retest No. 47 N-16 M-18 M-16 E,LEV. OR DEPTH OF MOIST. TEST,FT '?/o. 96.0 17.0 97.0 , 102.0 109.0 110.0 97.0 98.0 97.0 98.0 '98.0 100.0 102.0 104.0 103.0 101.0 104.0 100.0 112.0 110.0 10'8.0 102.0 112.0 112.0 114.0 114.0 104.0 111.0 16.3 9.9 17,5 16.9 11.1 12.0 17.0 14.3 15.6 7.5 11.1 10.5 10.5 17.6 ' 10.5 10.5 11;1 11.7 11.l 12.4 10.5 9.3 8.7 8.7 9.9 ' ) J08 NO, 312022 DRY pEN, 1-85; I CU. FT. 101.2 105.0 105.5 99.9 105.7 107.5 104.0 99.4 1:09.8 103.0, 11~1. '? , 115.0 l08.9 120.2 117.0 94.2 12,5.9 114.9 1;1.0.7 ll9.0 107.4 104.1 116.5 109.2 109.0 105.5 1Q5.3 5011,. TYPE 6 6 7 6 6 '3 7 3' 24 2 9 25 ,10 10 13 10 9 25 10 3 ~ 2 3 3 3 ~/J> REL~TIVE ' 'COMPo , , , , 94 ~,O : 92.3 91.6 93.2 92.Q 93.0 91.3 92:7 92'.7 94.0 ~l.p ~O.O , 98.4 92.6 94 •. 4 93.0 J 90.1 91.2 93.9 ' 91.6 '9i;4 88.4 TEST NO. 53 54 55 56 57 58 59 6.0 61 9.2 63 64 PQ 6~ 67 68 69 70 71 72 73 74 75 76 .. 77 78 , , ' , DATE 3/2/7~ \ '3/2/73 3/2/73 .- 3/2/73 3/2/73 ' , ,- 3/2/73 3/2/73 3/3/73 3/3/73 3/~/13 ,3/3/73 3/3/73 3/3/73' " 3/3/73 3/3/73 3/3/73 3/3/73 3/3/73 3/3/73 3/3/73 3/5/73 , 3/5/73 3/5/73 3/5/73 3/5/73 3/5/73. : , ' , .. -. .. , D,A TE _4.~/~3¥/....J..7..J.3 ____ _ ELEV. OR DEPTH OF MOIST. LOCATION (Grid) TEST,FT 0/0 K-18 106.0 9.3 'J-1S 10S.0 15.6 Retest No • 52 104.0 14.3 L-17 102.0 ,9.9 K-17 115.0 9.9 N-16 ,llS.0 11.1 N-17 11S.0 9.3 M-16 11S.0 19.0 Retest No. 59 118.0 9.9 L-16 122.0 9.9 K-16 124.0 11.1 0-16 122.0 15.6 N-16 120.0 :/..2.4 M-17 124.0 11.1 K-17 120.0 9.3 M-18 120.0 9.'3 Retest No. 6S 120.0 12.4 0-16 130.0 9.9 0-17 130.0 9.9 M-17 122.0 14.3 K-1S 124.0 8.1 K-17 124.0 15.6 K-16 128.0 10.5 L-16 132.0 15.6 M-16 134.0 9.3 Retest No. 75 132.0 8.7 j , Joe NO • ...,-:3;.;:;1=2;..,:..a~.::;.2,;::..2 __ DRY DEN, LBS, I CU FJ; . ," 112'.0 94,.5 110.0 115,.5 '109.5 107.0 91.6 97.7 109.3 107.0 107.8- 112.S 110.0 107.8 117.2 '105.5 107.0 112.3 l-11.0 112.3 109.7 111.0 106.0 103.2 104.0 109.S . , -~ --'~ SOIL TYPE ' ' .. ' 2 13 3. 2, 2, 3 3 7 3 '3 3 2 2 3 10 3 3 2 2 2 3 2 :3 IS 3 3 ' , 0/0 REt..ATIYE 'COMP. , , . ' , " . 91.5 ' 90.'2 92.2 94.5 9.p .0 90.0 S2.2 90 2 , • < 91',6 90.0 9.0.5 92.0 90,.0 90.2 9:/...6 88.2 90.0 91.9 90.9 t 91.9 91.4 90,.8 88.8 8S.3 87.6 91.8 J (',,' ,~ DATE 4/3/73 ) 3120,2Z j, FI'<=!UR~ NO. JOB NO. . .. ~ . . \ :1 ELEV. OR DRY DEN, ~/o +,~;:'I • TEST ',~' ~f,r.,,; (Grid) DEPTH OF MOIST. LBS. I SOH_ RELATIVE PATE' ~ ': .... NO. LOCATION' TEST.FT % CU. Ft TYPE COMR, 79 3/5/73 N-IB 130.0 10.5 1113.0 26 92.9 80 3/5/73 ' • L-18 124.0 9.:3 118.5 26 93.2 81 3/5/7~ K-18 124.0 10.5 119.0 26 9~.8 8;2 3/5/73 Retest No. 76 132.0 14.3 111.5 ,2 ~1.0 83 3/5/73 Retest No. 77, 134.0 16.3 102.5 8 . 90.0· 8,4 3/5/73 L-16 134.0 11.1 119.0 26 93.7 85 3/6/73 M-16 132.0 12.4 115.2 26 90,.9 86 3/6/73 N-16 134.0 ---!-Rain, We Sand-Tes Not,...-...,.-~ll'O. 0 COlle 1 Uf;;i 'if ~, 37 3/6/73 N-15 134.0 10.5 105".8 15 90.5 38 3/6/7~ 0-15 136.0 10.5 107.4 15 92.2 " 39 3/6/73 P-16 136.0 11.7 112.5 :2 92.1 ~O 3/6(73 0-17 137.0 11.1 117.2 26 92.;2 . n 3/6/73 N-17 138.0 12.4 111.8 2 91.3 )2 3/6/73 L-17 136.0 11.i gp.2 ' 13 90.7 13 3/6/73 K-16 130.0 1.0.5 ~15.5 9, 93.0 J4 3/6/73 P-15 138.0 10.5 116~2 9 93.5 }5 3/6/73 0-15 142.0 11.7 113.0 2 92.4 !6 3/10/73 P-16 VIO .0 10.5 112.2 20 '91.5, 7 3/14/73 0-17 146.0 12.4 112.0 2 91.7 8 . 3/14/73 I-18 148.0 11.7 113.0 2 92.3 , 9' 3/14/73 I-17 148.0 11.1 95.0 13 90.7 Q 3/14/73 J-17 128.0 11.1 101.8 2 83.4, l' 3/14/7'3 J-16 130.0 17.0 96.3 3 80.5 "" , e'.· ~ ••. , I (' 5/29/73 ') NO._312022 "\ . FIGURt:: \NO. DATE JOB ! ,. I .. , ELEV. OR DRY DI;N. 0[ .. TEST DEPTH OF MOIST. f..BS. I SOIL '. ~~i.AT.!Vg NO. DATE L9CATJON TEST,FT 0/0 CU. FT. TYPE COM,P' 102 ,3/14/73 Retest of 100 J-17 128.0 14.3 120,5 ],,0. 9·4 '. 0. 103 3/14/73 Rete$1: of 101 J-16 130.0 9'.3 10.1.0 3 ,90· .. 0 104 3/15/73 K-18 131.0 8.1. 109.5 2 90.0 10.5 3/15/7$ K-18 130.0 ·8.7 109.9 2 90,0 10.6 3/15/73 K-17 130.0 9.3 119.5 1·0" . , -93.5 , , 1.07 3/15/73 K-17 126.0 11.1 114.5 2· 93.0 1.08 ·3/15/73 L-17 126.0 11.7 109.5 3 9.1.9 1.,0.9 3/15/73 L-17 130.0 8.7"" 113.5 2 9~.8 10 3/15/73' 0-18 147.0 0.3 118.'S 10 92~6, 11 3/i5/73 J-18 100.0 11.1 :1.05.8 15 91.0- 12 3/15/73 J-18 100.0 11.1 105.6 15 9·1.0 13 3/l5/73' K-19 100.0 ;1.1. 7 11-5.9 io.. 90.5 14 3/15/73" L-16 127.0 8.1 100.0 15 86.0 l5 3/15/13 K-16 127.0 9.3 111.7 2 91.3 l6 3/15/73 K-17 127.0 8.7 111.~ 2 91.S .7 3/15/73 K-18 127.0 9.3 119.1 10 93.0 ,8 3/15/73 Retest of 114 L-16 127.0 10.5 111.0 2 90.S "9 3/15/73 0-18 142.0 13.0 119.0 10 '93.0 0 3/15/73 N-18 142.0 ' 9·4 115.0 10 9Q.0 1 3/15/73, N-16 144.0. 11.1 119.0 lO 93.0 2. 3/15/73 K-17 146.0 9.9 io.9.0 9 88~0 3 3/15/73 Retest of 122 K-17 146.0 9.9 113.S 9 91'.'4 4 3/15/73. L-17 148.0 8.7 114.S 9 92;2 5 ' 3/16/73 K-19 104.0 lS.6 11S.2 2 93~9 " ,-I, ' ••• , .. '~ ...... ~,.' " 'f " , < ( 5/29/73 ') 312022 , • FIGURE:: NO. DATE JOB NO. , , ','- " ELEV. OR . DRY D~N, % TEST DEPTH OF MOIST. " Las. I SQ,IL RELATIVE NO. DATE LOCATION TEST,FT ' % CU. FT. TYPE 'COMP. , 1~6 3/16/73 J-18 106.,0 11.7 J,l':L 5 9 91:4 127 3/16/73 J-18 106.0 17.0 104.3 15 90.1 , 128 3/16/73 0-18 148.0 9.3 114.,2 9 92.3 12,9 3/~6/73 N-18 146.0 9.9 119.0 10 93.1 130 3/16/73 M-18 144.0 9.9 116.3 10 91.1 131 3/16/73 L-18 14'4.0 9.3 115.0 10 90.0 132 3,/16/73' 0 ... 16 148.0 11.1 116.0 10 90.? .133 3/16/73 N-16 146.0 11.1 112.1 9 90.4 13,4 3/16/73 M,-16 144.0 9.9 115.4 ~O gO.O 135 3-16-73 L-16 144.0 11. 4 110.5 9 88~5 136 ,3/16/73 L-19 110.0 14.9' l08.6 3 91.3 137 3/16/73 K-19 112.0 15.6 106.8 3 89.7 ],38 3/16/73', J-19 114.0 9.9 111.4 2 9'],.2 139 3-16 ... 73 Retest of 137 K-19 ;1.12.0 11.1 108.5 3 90.9 :"40 3/16/73 J-1.8 ' 122.0 15.6 111.1 2, 9l.0 141 3/16/73 J-18 124.0 12.4 108.8 3 91..2 1.42 3/16/73 K-18 126.0 15.6 110.4 2 .90".4 143 3/16/73 , 0-17 144~0 18.3 ' 99. G 4 89.1 144 3/16/73 Retest of 135 L-17 140.0 13.0 116.3 10 91.0 145 3/16/73 0-18 152.0 14.9 108.6 3 90:9 ],.46 3/16/73 N-19 154.0 14.3 1i3.6 2 93.9 147 3/17/73, Retest of 143 0-17 144.0 15.6 100.8 4 90.2 148 ' 3/17/73 0-15 150.0 12.4 1ll.1 2 9,0.9 149 3/17/73 N-15' 148.0 9.9 111.5 2 91.2 150 ' 3/17/73 K-18 132.0 17.6 102.7 4 9:)..6 ': \IGUR~\NO. ______ (;..... DATE 5/29/73 TEST NO. 151 152 i53 154 15.5 156 1$7 1,58 159 160. 161 162 1~3 164 . 1.65 166 1 67 1.68 1 69 1.70 1 ,71 '72 J. .. 73 1 74 7'5 DATE 3/17/73 . 3)17/73 3/17/73 . 3/17/73 : 3/17/73 3/i7/73 3/17/73 ,3/17/73 3/17/73 ' 3/")..7/73 3/17/73 3/17/73 3/17/i3 , 3/19/73 3/19/73 3/19/73 3/19/73 3/19/73 3/19/73 3/19/73 3/19/17 3/19/73 3/19/73 .3/19/73 3/19/73' ELEV. OR DEPTH OF MOIST. LOCATION TEST FT 0/0 , . ' J-19 130.0 11.1 N-18 146.Q 9.3 L-18 144.0 10.5 N-18 146.0 14.9 I-18 134.0 21.2 I-17 136.0 19.8 . .:r-18 136,0 19.0 J-19 134.0 21.2 K-19 138.0 18.3 F-18 120.0 ILl 'E-17 122.0 14.3 D-15 124.0 18.3 .G-18 128.0 14.3 G-17 130.0 16.3 E-15 120.0 11.7 E-15 118.0 11.1 F-14 122.0 17.6 G-15 120.0 13.6 G-16 92.0 19.8 H-16 94.0 21.2 G-17 94.0 10.5 F-16 91.0 15.6 Slope Test E-17 90.0 23.5 F-13 94.0 14.9 H-15 94.0 22.0 " ::"-... DRY DEN, LBS, I SO! L cu FT . TYl?E . .. 115.Q 27 117.:; . , 27 114.7 27 102.5 4 Q5,4 4 l-Oi.4 4 : 98.7 4 . 9409 4 '9903 4 11Q.1 15 109.5 28: . 104.i 4 1:1.1.8 2 100.5 4 118.5 10 1;1.2.0 2 97.5 7 108.5 3 95.0 11 98.8 11 11,1. 8 2 108.5 3 82,S 18 112.3 22 98.0 11 - --.. , ~ -. " : , . Of", RELATlVf COMP. ..... -. . .. 9,1, '7 93.4 91.3 ·sa.7 85. S. 91.6 88.4 " ~4.7 B.8·o8 9.1.9. 90.8 9~.O 91;4 9Q.0 92.7 91.7 90.5 90.9 90.0 93.1 92.2 9i.D 85.0 91.0 92.6 I . ~ '" 'i. " ." .' ',' .' FiGURI; NO. (' ---:------- I " ...... r EST 110. 76 77 7~l 79 8.0 81 82 83 84 85 86 87 8 8 9 9 2 9 9 9 9 .0 8 9 0" 1 3 4 5 6 7 8 9 0' . " DATE " LOCATION " 3/1~/73 ' I-14 ' 3/19/73 H-16 ' 3/19/73 I-IS 3/19/73' K-15 3/19/73 J-15 ' 3/22/73 , F-18 3/22/73 E-17 : 3/22/73 E-16 3/22/7~ 0-15 3/22/73 ' , C-14 ,3/22/73 E-13 ,3/23/73 , F-13 '3/2~/73 G-13 3/23/73, " G-14 3/23/73 J-16 3/23/7~ J-16 , 3/23/73 ' I-17 3/23/73 ;r-17 3/~3/73 " G-15 3/2~/73 G-15 ' 3/23/73 G-16 3/23/73 H-17 ' ,3/23/73 E-15 3/24/73 E-16 3/24/73 F-17 , . :~ ., >, -.. DA TE _-:;5",,-1=2::;..49/,-,7~3:.--__ _ ) ELEV. OR DEPTH OF MOIST. TEST FT Ofo • 93 . .0 9.9 94, • .0 19 • .0 93 • .0 13.6 9.0 • .0 19 • .0 92 • .0 13..,6 9.0.0 19.8 9.0 • .0 9.9 92 • .0 13.6 92 • .0 14.9 93 . .0 16.3 93 • .0 18.3 95 • .0 13 • .0 95.0' 13.6 97 • .0 17~6 1.0.0 • .0 19 • .0 1.02 • .0 16 "~ 1.04 • .0 19.B 1QB.Q 16.3 112 • .0 15.6 1.06 • .0 16.3 114.0' 14 • .0 I1B.Q 14.9 110'.0' 15.6 10'.0.0' 16.3 10'.0.0' 14.9 ' --- " JOB Nb, DRY DEN, LBS. I CU FT. . ' ., 11.0.5 97.5 109.7 91.3 1.09.7 1.03.,2 113,.8 1.0.0.5 lt2.l '106.9 1.05.9 119 • .0 19.3.3 101 • .0 1.01.9 99.2 93.5 98.7 10'1.,5 9B.2 1Q2.B 1.01. 5 1.03.7 1.06.2 Q9.4 " , , , 312022 SOLl TYPE 2 11 3 J-8 3 4' 22 4 2 15 is 10 14 4 4 7 19 7 4 7 4 4 4 6 24 " : , , fl/", RE LATI V/,:: , COMP. ' . ' 90.6, ' 92.0 91.7 93.8 91.7 92.,6 92 . .0 9.0.2 92~5 9i,.,? 9.0.7 92.2 9~.2' 90.2 91.2 92.9 91.~ 9.l.. 5, 90.7 91 • .0 91.2 9.0.7 92.5 92.0 90 . .0 I .', ':~GU,~~ ,NO. __________ (:..... . T~ST NO. 201 202 , 20~ 204 205 206 207 '. 208 209 210 211 212 --:213 214 215 216 217 218 21.9 220 221 222 22~ 224 225 DATE LOCATION 3/~4/73 F":18 3/24/73 G-19 3/24/73 0-14 3/24/73 0-14 3/24/73 G-14 3/24/73 H-15 3/24/73 H-15 3/24/73 . Retest of 203 . 3/27/73 F-14 3/27/73 F-15 3/27/73 F-15 . 3/27/73 G-16 3/27/73 G-17 3/27/73 H-16 , 3/27/73 G-14 • 3/28/73 H-14 3/28/73 H-14 3/28/13 I-IS 3/28/73 E-14 3/28/73 E-14 3/28/73 G-13 3/28/73 G-15 3/28/73 F-17 3/28/73 E-13 3/28/73 0-8 '. "r:' DATE ____ 5~/~2~9,~/1~3~ __ _ ELEV. OR DEPTH OF Me'l ST. TEST FT 0./0 , . 102.0 13.6 102.0 Q.9 104.0 9.9 115.0 9.3 120.0 16.3 107.0 8.7 109.0 10.5 0-14 104.0 11.1 120.0 10.5 122.0 11.1 128.0 9.9 132.0 11.7 126.0 16.3 134.0 11.1 136.0 11.7 130.0 11.1 125.0 13.6 126.0 13.6 126.0 14.3 122.0 17.6 124.0 17.6 129.0 10.5 120.0 13.0 120.0 13.6 165.0 17.0 ) JOB "10 • _~31=2~O:..;:2=2~_ DRY DEN. LaS, I CU FT' . 101.5 108.2 104.2 107.5 99.0 11,1. 2 99.9 109.5 111.Q 112.3 110.8 1L3.5 98.1 117.5 117.2 116.1 107.0 117.0 ],00.5 106.5 92.4 110.8 104.2 108.9 101.2 .-- , 5011,. TYPE 24 25 ·25 25 7 20 7 ]'7 2 2 2 2 7 10 10 . 10 3 10 ' 24 25 25. 3 37 3 24 .' 0/0 RELATIVE ·to{\i1p. ' " . '. ' 9:)..2 92.4, 8~L1 9.1.8 9) .• 7 9Q.~ 91~7 90.0 9:1,:.5 ' 91.7 ' 90.5 93.0 91.0 92.0 91.7 91.0 91.4 .1 i 91.2 I 1 91.0 90.9 78.8 9'2.7 90.6 91.1 91.5 i .. . .. ", ,. ",~" ~ . (' DATE 5/29/73 ) 312·022 'I >' FIGIJRE NO. JOB NO. I 'I. ~. \ ELEV. OR DRY DEN. °If> ITEST DEPTH OF ~OIST. LBS. I $011,.. RELATIVE: NO. DAtE LOCATION TEST,FT °If>. CU, FT. TYPE:: COMPo . I .. 1 226 . '~/29/73 Slope D-16 110. O. 8 .• 7 108.5. 2 ' 8Q. 0 3/29/7·3 ' Slope F-8 112.0 17.6 1.04.4 25 · 89.2 227 1 228 3/29/73 Retest of 221 G-13 124.0 17.6 1.06 . .0 25 · 90.5- 229 3/29/73 E-12 122 • .0 17.Q 1.C4! 8 37 91.2 1230 3/29/73 D-13 116 • .0 14.9 ;1..04.2 37 9.0.7 . 1 231 3/29/73 C-13 118.0 16.3 1.0.0.5 24 ' 9.0.4 '3/29/73 E-14 122.0 15.6 107.4 25 91.8 232 1 233 3/29/73 . F-15 124.0 8.7 . 207.5 2 88.0 234 3/2·9/73 I-IS 126.0 . 13.3 112.5 9 9.0.7 . 235 3/29/73 H-14 128.0 9.3 113.5 10 88,.7 236 3/29V73 K-15 130.0 '10.5 Ill. 7 10 · 87 •. 2 237 3/29/73 K-14 132.0 11.7 120.5 1.0 94.0 ~3.8 3/29/73 G-15 128.0 12.4 115.0 10 ,.9.0.0 239 3/30/73 C-13 125.0 13 • .0 96.2 2 . 78.7 , . 24.0 .3/30/73 1-16 13.0 • .0 1,5.6 '1.08.5 2 .B8.~ 7- 241. 3/30/73. G-18 132 • .0 12.4 1.0.0.1 37 87 • .0 2.42 ·3/30/73 F-19 128 • .0 .14.9 115 • .0 1.0 9.0 • .0 ~43 3/30/73 G-19 132.0 16.3 ""1'01.9 37 88.7 2'44 3/31/73 G-16 136 • .0 . 18.3 1.02.4 25 87~4 ~45 3/31/73 E-16 138.0 17.6 :)..09.3 25 93.2 . . 246 3/31/73 F-15 132 • .0 9.3 Ill. 6 2 91.2 :47 3/31/73 E-12 13.0.0 11.7 1.07.8 3 9.0.2 :48 -3/31/73 F-12 131 • .0 16.3 1.08.5 3 91. 6 249 3/31/73 G-16 132 • .0 14.3 114.8 27 ' 91.0 5.0 . 3/31/73 R-10 177 • .0 9.9 108.0 3 90.5, . FIGU,RE NO. ~. . "... \ , ( DATE 5/22/7J ) JOB 312022 NO. _, -,..--'-,-,--'-- ELEV. OR D,RY DEN, 0/0 ! TEST DEPTH OF MOIST. LaS., I sorL RELATlvr : NO. DATE LOCATION TEST,FT 0/0 CU. FT. TYPE COMP. . 1 251 3/31/7~. 8-11 177.0 9,.3 114.5 27 9Q~8 252 4/2/73 Retest of 244 G-16 136.0 9.9 117.5 -1.0 , , '9:1.7 , ~53 I ' 4/2/73 F-15 128.0 15,.6 94~6 31 '84 • .6 254 4/2/73 F-16 128.0 19.8 91.6 , 3~ : 82 .,Q 255 ,4/2/73 F-17 130.0 19.8 109.0 40 ',91. S .256 4/2/73 ~etest ,; of 253 128.0 12.4 '104.,9 6 :90.9 257 4/2/73 Retest of 254 128.0 17.6 101.2 31 9D-! 5 258 ' 4/2/73 G-15 126.0 8.7 101.8 10 79.5 259 4/2/73 G-16 126.0 17.6 107.2 39 91.7 26·0 4/2/73 D-13 126.0 18.3 1:00.2 31 9.0. ,~ 261 4/2/73 D-14 126.0 21.2 81.2 31, 72.6 '2,~2 4/2/73 F-14 128.0 13.6 91.0 8 80.0 ~63 4/2/73 I-16 128.0 24.2 95.3 4 86.0 2Ji4 4/2/73 I-17 128.0 20.5 100.8 4 ' 89.9 265 4/2/73 J-15 1'28.0 11.l 88.3 4 79.2 26p 4/3/13 8-11 177.0 10.5 1],.6.7 10 91.2 ,267 4/3/73 R-11 176·9 8.1 117.6 10 92.0 268 ·4/3/73 Q-11 FG 178 9.9 1l8.8 10 92.9 269 4/3/73 P-11 FG 179 7.0 115.3 10 90.·J. 270 4/3/73 P-15 105.0 17.6 106.1 25 90.5 271 4/3/13 P-15 107.0 17.0 112.1 40 93.8 272 4/3/73 C-13 109.0 16.3 110.0 40 92.1 273 4/3/73 C-13 110.0 16.3 111.1 40 93.2 2·74 4/3/73 B-2 100.0 16.3 102.7 4 ' 91. 8· 275 ,4/3/73 B-2 100.0 14.9 102.2 4 91.5 '. , :- ," -.' -----'-" , :.I.G'URE, NO. _--,-____ (;:.... .. DATE __ ~6/~4~/~7~3~ ____ _ JOB _~3~1~2;Q~22~~_ . NO • . ELEV. OR DRY DEN, I TEST DEPTH 6F MOIST. LaS. I 501 L, R~!-AT!VE N.O. DATI; ~OCATION TEST,FT '''It;> CU. FT. TYP:e: "CPMP.. , .. "" " • .' I 276 4/3/73 N-10 FG 176~C 7.5 123.7 ],0 . " '96.6' 277 . 4/3/73 N-11 FG 177.C 8.1' 122.2 10 95 .• 5. I 278' 4/3/73 N-9 FG 176 •. 0 10.5 119.5 10; · ~)3~5 279 '4/3/73 P-10 FG 176 •. 0 10.5 , . 116.5 10, ·90.7 , 280 , , 4/4/73 F-13 ;1.34.0, 19.6 97.5 7 '·91. 0 1- 281 4/4/73 F-14 134.0 20,.5 103.5 7 ' 92.6 282 4/4/73 G-14 132.0 17.6 102.6 4 .9~.8 12~3 4/4/73 I-IS 130.0 16.3 107.8 39 · 9.2.,i , 284 4/4/73 H-17 134.0 20·5' 96.1 11 9Q.6 1285' 4/4/73 I-17 135.0 14.9 116.9 , 10 9]'.4, , 2,86 4/5/73 B-4 112.0 17.6 105.4 8 · 92.5 12~p 4/5/73. A-4 108.0 14.3 112.3 2 92~0 12'8 2 .4/5/73 A:-5 105.0 17.6 103.2 4 92.~ 289 4/5/73 C-4 111.0 14.9 1,0,9.1 40 ' 91. 5 1129.0 4/5/73 C-3 i13.0 17.0 98.7 7 ~1.5 i' 291 4/5/73 0-3 114.0 17.0 100.5 .7 '93.6 1 I 292 4/5/73 E-3 117.0 16.3 101.8 4 91.~ 293 4/5/73 0'-:-7 118.0 14.9 110.0 . 4 92 ".2 .294 4/5/73 0'-6 114.0 11.1 104.5 37 .91.1 295 4/5/73 E'-6 115.0 17.6 Ill. 7 23 91.5 I 296 4/6/73 c'-8 118.0 14.3 104.5 4 93.5 297 4/6/73 B'':''6 116 22.0 101. 4 7 94.1 2.98 4/6/73 0'-6 104.0 2~.0 98.5 7 91.4 -'299 4/6/73 E'-9 l06.0 16.3 100.9 4 90 .. 2 300 ~/6/73 E'-9 106.0 16.3 104.1 4' 93.2 -. ' .. , .. ,-- , . " . , '-'., I , • ( ) FIG!J~E NO. DATE 6/4/73 JOB NO. " 31,;20.22 . / -~ ~ I ELEV. OR DRY DEN, °(0 I TEST DEPTH OF MOIST. La$, / ' SOIL 'RELATIVE N,O. DATE LOCATION TEST,FT 0/0 CU. FT. TYPE . eONp., ' , •• ' ~ ¥ " i3o.1 4/6/73 D'-9 10.8.0. 17.6' 10.4.1 4' 9,1'" 2 ;Mod Site Garage 3()2 4/6/73 Q-1o. 177.0. :Mod Site Garage 13 • .0 10.8.4 36 ,90..2 3·0.3 4/6/73 R-1o. 177.0. 13.0. :J-1o..7 36 92.S Mod Site House Pad JD4 4;/6/73, N-11 176.0. 1D.S 11D.S 36 92.4 Mod Site House Pad 3DS 4/6/73 N-11 176.0. 1D.S 116.2 10. 90..8 MOd Site House Pad 30.6 ,!-/6/73 N-1D 177.0. 1D.S 122.S 10. 95~8 Mod Site House Pad 30.7 4/6/73 N-1o. 177.0. 13.0. 111.0. 36 92.4 30.8 4/9/73 D'-lD 92.0 20..5 97.5 11 ',.92.5 309 4/9/73 C'-11 94.0. 23.5 92~8 11 8B~2: 310. 4/9/73 B'-11 95.0. 23.5 96.0. 11 • 91. 0. " 311 4/9/73 A'-12 96.0. 22.7 94.5 11 9Q~9 3;1.2 4/9/73 B-3 99.0. 14.3 94.9 31 85.2 ~13 4/9/73 C-3 10.0..0. 9.9 112.2 34 8S.i 314 4/9/7~ D-3 10.2.0. 14.3 10.1.8 36 84.7 315 4/9/73 E-3 10.4.0. 13.0. 10.9.2 2 , 89.2 316 4/9/73 F-14 128.0 17.6 98.0 4 87.5 317 4/9/73 . Retake Test No. 253 127.0. 19.8 10.2.5 4 '91.7 318 4/9/73 " Retake Test No. 258 127.0. 19.8 ;1.0..2 .1 4 9L1 319 4/9/73 ~e,take Test l\To. 254 128.0. 15.6 10.1.5 4 9:0..7 320. 4/9/73 ' , F-16 130..0. 13.0. 1D6~8 25 90..8 321 4/9/73 G:'17 129.0. 13.0. 10.2.2 2S 87.2 322 4/9/73 B'-6 118.0. 14.3 10.3.5 32 9:J-.S 323 4/9/73 A' -6 120..0. 13.0. 111.0. 2 90..7 324 4/9/73-A-6 121.0. 14.9 110..1 2 90..1 325 4/10./73 D'-S 88.0. 14.0. 111..0 2 ' 90..7 T!:=:ST NO. 326 ~27 328 ,329 3.30 331 332 333 3,34 335 336 337 '338 339 340 341. 342 343 344 345 346 347 348 349 350 DATE , , 4/:J.O/73 4/19/73 , ' 4/10/73 4/10/73 4/10/73' 4/10/73 4/10/73, 4/10/73, 4/10/73, 4/10/73' 4/10/73 4/10/73 4/11/73 4/1~/73 4/11/7'3 4/11/73 4/11/73 4/11/73 4/11/73 4/Ll/73 4/11/73 4/11/73 4/11/73 4/11/73 4/11/73 , . DATE 6/4/73 ELEV. OR DEPTH OF MOIST. LOCATION TEST FT % • C'-5 89.9 10.5 B'-5 91.0 '11.7 B'-5 90.0 11.7 E'-7 88.0 12.4 E'-8 90.0 14.9 E'-9 ' 92.0 16.3 D'-9 94.0 17.6 E'-8 98.0 17.6 J-17 142.0 17.6 I-16 142.0 13.6 J-15 144,.0 13.6 H-15 144.0 14.3 C'-3 100.0 17.0 A-3 105.0 17.0 A'-6 100.0 15.6 C'-5 95.0 14.3 : A'-5 98.0 15.6 G-15 130.0 17.0 Retake #343 G-15 130.0 21.2 H-17 130.0 20.5 F-16 130.0 17.6 ' G-16 130.0 13.0 I-IS 130.0 19.0 H-14 130.Q 14.9 F-17 130.0 13.6 \ , .~. -" ~ JOB NO.li.2:;:;.,:O;;..,;:.2=2:-._ DRY DEN. .LBS. I· . CU Ft . .. 10Q.2 : 110.5 1,13.8 115. $' 102.5 107,.0 10.3 .1 9:9.5 97.1 100.9 104.7 109.8 104.'S 107.0. :L08.9 108.l 10~.7 97.9 J,l1. 9 87.6 106.7 103.7 10.4.4 97.7 104.4 ,. , SOIL TYPE ~ 2 2 16 37 2.5 $2 31 7 4 8' 3 8' 25 3 3 3 8 2 8 3 25 25 25 25 ' . 9/" REL~TIVE 'COrvf8 . ' , , " , 9,1.-1. 90.1 Q2.7 ,91.2 9q.~ ' 91. Q' 91.2 <)0.4 , 9Q.0 ' 9'0.7 ' 91.2 . 91.7 91.2 91.2 91.2 90..5 92.0 ' 85.5 91.5 86.9 89.0 87.5 89.0. 87.5 8'8.0. i (" , F!GURENO, '\ DATE 6/5/'Z3 ) JOB NO. 312022. • \ , ' E!-EV. OR DRY DEN, '%' )TEST DEPTH OF MOIST. LBS~ J SOIL R!;LATIVE ,NO. -DATE ,",0 CAT ION TE;ST,Ft 0/0 CU. FT,' TYPE CO.MP. .', - I k 51 4/11/73 ' F-18 130.0 14.~ 45.2 6 . 78. (5 52 , 4/11/73 F-14 132.0 19.5 104~O 4' 92.4 ' 353 ~ 4/11/73 F-15 132.0 15.6 :1.17.0 2 95.5' 354 4/13/73 A-3 107.0 15.6 102.1 4 91~7' 355 ~/l,2/73 A-4 110.0 13.0 104.0 4 ' 93.1 356 4/12/73 . A'-4 110.0 14.9 102.'1 4 ' " 9,1..7 357 4/12/73 B'-4 112.0 19.0 102.0 4 91~5 358 4/12/73 C-3 118.0 11.6 106.8 39' 91. 0 35,9 4/12/73 ' A'-5 110.0 10.5 111.8 2 ' 91.2 !60 4/12/73 A-4 112.0 14.9 107.2 39 .91.5 361 4/12/7~ A'-9 116.0 19.0 105.7, 25 , 90. i . 1.62 4/12/73 A'-9 114.0 16.3 109.6 25 93.4 ~63 ' 4/12/73 B'-B 112.0 1~.3 1.10 '.0 25 93~8 364 4/12/73 A'-7 114.0 13.0 l:1.~.O 2 90.7 65 4/12/73' A-7 115.0 11.7 107.0 2 87.7 366 4/12/73 Retake Test No. 365 11S.n 14.9 11l..9 2 91.5 67 4/12/73 B-5 119.0 15.6 10,9.3 25 93.0 "'6.8 4/12/73 C-4 120.0 15.6 10B.9 25 92.7 i69 4(12/73 D-4 124.0 16.3 108.8 25 92.5 70 '4/13/7~ C-5 126.0 17.6 106.5 25 90.7 371 4/13/73 D-5 128.0 8.7 109.1 3 91.6 72 4/13/73 C-6 125.0 11.7 108.8 3 91. 4 "73 4/13/73 B-7 123.0 14.3 103.5 14 91.5 .i 74 ' 4/13/73 A'-8 120.0 14.3 108.5 ,3 91.1 75 4/13/73 A'-9 121.0 17.6 109.0 25 92.9 I I ' I " ,I I. t " . ' , DATE _......:6/~5...:../_7_3 ___ _ ) JOB NO. '312,022 ELEV. OR PRY DEN, TEST DEPTH OF MOIST. LaS. J $O.lL REI-ATIV NO. ' DATE LQ<;::ATlON TEST,FT 010 cu~ FT, TYPE COMPo " " , 376 4/13/73 A-7 1-2.0' 13.0' 10'8.3 3 ' 90:~ 9- 377 4/13/73 : A-8 122.0 15.6 10'7.0' 25 91.~ , , 378 . 4/13/73 A-6 126.0' 14.3 10'8.8 '3 ' :91.4 379 4/13/73 ' B-7 126.0' 15.6 10'8.1 39 92.2 " 380' '4/13/73 B-6 127.0' 15.6 10'2.0' 14 90'.0' , . 3~1 ' 4/13/73 C-6 129.0' 14.3 10'8.8, 39 ,,92.1 382 4/13/73 , C-5 128 • .0 15.6 97'~ 7 4, 87.4 , 3a3 4/13/73 D-5 129.0' 15.6 10'5.9 39 " 9.0.3 384 4/13/73 D-4 130'.0' 14.9 111.5 ' 2 91.2 385 4/13/73, E-4 133.0' 11.1 li8.8 10' 92.0 386 4/13/73' B-7 135.0' 10.5 11S.7 10' 92.5 " 387 4/i3/73 Retake Test No. 382 128.0' 15.6 10'1.7 4-91.0 3,a,5 4/16/73 D-12 130'.0' 17.6 100'.1 4 90'.0' 3-89 4/16/73 E-11 130'.0' lS.3 ,lQ4.0 6 90',.0' 39 9 4/16/7:3 F-13 131.0' 17 •. 6 1D1.l 4· 90'.4' " 391 4/16i73 E-13 131.0' 17.6 10'5.0' 6 . 90.6, "..- 392 4/16/73 F-13 132.0' 9.3 10'4.1 6 90'.0' 393, 4/1,6/73 " E-14 133.0' 17.6 10'5.4 6 91.4 394 4/16/73 F-13 134.0' 16.3 103.3 8 90'.2 395 4/16/73 E-14 133.0' 14.3 10'3.7 8 9D~6 396 4/16173 G-14 134.0' 16.3 10'7.6 25 91. 7 ~ 397 4/16/73 D-12 130'.0' 15.6 110.2 2 90'.2 398 4/16/73 #-14 '130'.0' ' 12.4 10'6.0' 39 90'.4 . 399 4/16/73 F-16 130'.0' 13.6 1Q6.1 39 9D~5 40'0' 4/16/73 P-1O' 175.0' 8.7 112.!;i 38 gO'.7 4Q1 4/16/73, , 0-10' 175 9.3 121. 7 ),,0' 95.2 . , , , " , .-, ' ' ., ( , , ~ ) , FIGURE.,NO. " DATE 5/6/73 JOB NO. 31202~, . , ELEV. OR DRY DEN, % TEST DEPTH OF ~OIST. LBS. I SOIl" Rf;:\...ATJVE NO. DATE I,..OCATION TEST.FT 0/0 'CU. FT. TYPE COM;P. .. , , " . 402 4/16/73 0-10 127.0 9.9 I lOlL 5 39 ' 90,2 403 4/J.7/73 0-11 178.'0 12.4 115.1 38 92.9, 404 4/17/73' 0-11 178.0 12.4, 107.8 36 92.2 ,405 4/17/73 P-11 179.0 9.3 117.7 10 91.9 14.0(; 4/18/73 Q-11 179.0 11.1 118.2 10 ' .. 92.:3 14.07 4/18/73' A-8 126.0 10.5 108.0 40 9.0.4 4/18/73 A'-8 128.0 11.7 D,,1.5 2 91.0 40~ , ' 1 409 4/l:-8/73 B-7 130.0 19.0 99.8 3l 90.0 410 4/18/73 A-7 132.0 22.0' 96.7 7 90.1 1411 ' , 4/18/73 C-7 133.0 17.6 97.7 7 90.4 I " 1412 4/18/73 B-6 133.0 18.3 108.9 4.0 91.l , 413 4/18/73' C-6 133.0 20.5 105.9 37 92. ?, \I 414. 4/18/73 C-:l ' 133.0 17.6 108.7 40 9,0 ;9 415 -4/l8/73 w. E'nd M~rron 34.0 13.6 106.2 37 92.5 ~16 4/18/73 W. End Marron 36.0 10.5 104.0 37 9.0.'5 417 4/18/i3 W. End Marron 38.0 13.6 100.4 3.7 90.2 418 4/18/73 w. End Marron 40.,0 13.0 1.06.5' 31 " 92.5 " 419 4/18/73 A-7 135.0 14.9 106.8 37 91.0 ; 420 4/18/73 C-5 136.0 14.9 106.2 39 90,.5 i21 4/18/-3 A-9 78.0 13.0 107.5 39 91&5 , 422 4/18/73 B-10 78.0 14.9 107.9 '39 92.0 423 4/18/73 B-9 178.0 13.6 103.5 31 93.Q 124 4/19/73 B-2 77.0 14.9 102.3 39 87.? I 425 4/19/73 0-2 80.9 22.7 91.9 31 72.5 126 4/19/73 Slope Test G-2 75.0 16.3 102.0 39 87.0 J " '-'.-" " .;;. -, ',J.............. __ I " ,." . ", ( 6/5/73 ) :U.2022 " FI GURE NO. ", DATE JOB NO. - I. . \ ELEV, OR DRY DI;:N, °h. TEST DEPTH OF MOIST. LBS. I SOIL RELAT!VE' NO: DATt: LOCATION TEST,FT 0/0 CU. FT, TYPE cOt\'H~ " , ' 427 4/19/73: C-2 80.0 14.9 ' 103.5 6 .. 90.0 428 4/19/73-: D-2 82.0 12.4 109.0 33 90.4 429 4/:l.9/73 E-2 84.0 9.3 10'9.0 33 9,0.0 430 ' 4/19/73 : --, 9.3 109.1 33 90~O Retake Test No. 4;24 79.0 431 '4/19/73 C-2 85.0 1:\..7 112.,0 5 ~ '91.2 ~32 4/19/73 G-2 86.0 11.7 11l.5 5 90.7 433 4/19/73 ' D-5 135.0 8.~ 10'8.3 42 , ,90.7 134 4/19/73 ' B-G 135.0 7.5 106.7 7 904-, , . 435 4/19/73 C-2 88.0 13 • .0 1J,2.' 2 2 ' 91. 8 l36 4/19/73 D-2 90.0 20.5 97.4 7 90.3 137 ' 4/1:9/73 E-2 90.0 20.5 97.3 7, 90.1 438 4/19/73' F-2 92.0 22.7 99.7 '7 92.6 [39. 4/20/73 B-2 98.0 14.9 101.9 31, : 91. Q 4;40 4/20/73 -Retake Test No. 425 80.0 1,8.3 104.2 6 " 90.4 ,41 4/20/73 Slope Test E-2' 85.0 l7.6 94~9 31 85.2 11,42 4/20/73 Retake Test" Nos ~ '3i2 & 31a 102.0 14. '3 10'~. 0 42 90.4 , ' ~43 4/20/73 Retake' Te's't No. 314 104.0 7.5 114.8 ~8 92.4 44 4/20/73 Retake' 'rest No. 315 103.0 9.9 1,15.0 38 92 -,7 445 4/20/73 F-2 101.0 13.0 i09.4 42 91.6 46 4/~0/73 F-2 103.0 11.1 111.1 2 ' 91.3 .f47 4/20/73 B-12 102.0 19.0 10:3.7 8 '90.4 ..48 4/20/73 B-12 105.0 17.6 113.3 38 91.3 49 4/20/73 B-11 107.0. 14.9 108.8 42 91.2 450 4/20/73 B-11 108.0 i3.5 107.2 42 ' . 90.0 , ( ) FIGURE NO.' I DATE 6/5/73 JOB NO, 31~0:2~ .. . \ ELEV. OR DRY PEN. !>/~ TEST DEPTH OF MOtST. LBS, I SOIL RELATIVE I NO. DATE LOCATION TEST,FT 0/0. CU~ FT. TYPE C.OMP. ' , ' , 45j., 4/23/73 C-10 170.0 '13.6 102.S 3.1 92.2 .. 452 4/23/73 B-11 112.0 11.7 104.5 6 .: 90.6 .' 453 4/23/73 A-II 115.0 20.5 1,07.'3 39 9,1. 4 454 .4/23/73 B-11 116,.0 20.5 106.9 39 91.Q 455 4/23/73 C-ll 120.0 19 •. 0 99.2 7 ' 9i.9 456 4/23/73' , B-ll 122.0 19.0 98.5 7 91.1 457 4/23/73 B-12 118.0 15.6 109.9 2 90.0 458 4/23/73 D-12 119.0 18.3 107.8 42 90.2 . 459 4/23/73 C-12 121. 0, 11.7 09.7 2, 90~O 460 4/23/73 , ' C-ll 119.'0 11.7 1l.5~9 38 ' 93. $ 461 4/23/73, C-12 119.0 J,2~4 105.4 37 91.7 462 .4/23/73 C-13 120.0 :\.4.3 104.0 37 ' 9'0.5 4~3 4/23/73 C-12 118. O. 9.9 110.5 2 90.2 4~4 4/23/73 C-l1 120.0 10.5. 115.4 10 90.2, 465 4/24/73 1-7 144.0 9.3 106.8 37 92.7 466 4/24/73 H-6 148.0 9.9 107.8. 37 93.7 467 4/24/73 H-6 152 10.5 98.4, 7 ' 90.4 468 , 4/24/73 E-12 132.0 10.5 104,5 37 90.9 469 4/24/73 F-15 132.0 '14,.3 106.5 )'9 91. Q 470 4/24/73 F-15 132.0 16.3 109.5 39 93.2 471 4/24/73 E-14 134.0 14.3 107.5 39 91.6 17~ 4/24/73 E-14 134.0 8.7 110.0 35 90.6 173 4/24/73 1-7 156.0 19.0 109.2 39.0 93.2 174 4/24/73 H-6 160.0 14.3 115.8 10 90.4 175 4/2,4/73 H-6 162.0 22.7 105.0 37 91.2 -- .. f 6/5/73 ) ~1202? , 'FIGURE NO. "-DATE JOB NO. ,. , , ELEV. OR DRY DEN, <llp. ~ST DEPTH OF MOIST. LBS. I SOIL RELATI.y~ O. DATE lQCATION TEST,FT 010 CU. _FT .. TYPE COM.P.~ -. _. - ; 6-4/'24/73 -H-6 168.0 21.2-10;3.3 37 90.1 -. 7 4/24/73 C-4 137.0 2l.2 103.+_ 37 -90.0 ~ 4/24/73-P-4 138.0 17.0 103.0 . -31, 92-.5 , 9 4/25/73 J-12 174.0 17.5 101.3 31 -91-: 2 ~O 4/2_5/73 J-13 178.0 1,6.3 103.5 31 92.9 ~1 4/25/73-J-13 1,84.0 14·9 101.2 31 91.0, 32 4/25/73 K-13 186.0 13.0 110.8 ? _ 90_.5 l~ 4/25/73 I-IS 154.0 12.4 111.9 .2 91.4 : 34 4/2S/73 H-15 155.0 13.6 107.2 31 91. 5' ~5 4/25/73 D-15 133.0 17.6 104.3 31 93.7 : 16 4/25/73 E-15 131.0 17.6 102.9 31 _ 92.2 : 17 -4/25/73 . F-16 132.0 13.6 -109.5 2 9p.0-· H3 4/25/73 G-17 133.0 14.9' 111.0 2 91.0 ;9 4/25/73 F-6 146.0 17.6 103.5 37-90.i -0-4/25/73 E-6 147.0 14.3 107.4 39 91.7 1 4/25/73 E-7 149.0 7.5 .1,05.8 36 S8 . .o 2 4/25/73 D-9 147.0 14.9 108.2 36 90.1- 3 4/25/73 , D-10 146.0 13 ~6-ll2..1 2 91.7 4 4/25/73 E-10 145.0 14.9 111.3 ;2 91.0 5 -4/25/73 C-10 133.0 11.1 113.2 2 92.5 6 4/26/73 B-10 133.0 15.6 99.5 7 92.6 7-4/26/73 A-10 134.0 17.6 101.3 31 91.2- 8 4/26/73 D-11 132.0 14.9 99.5 7 92.6 g 4/26/73 C-11 133.0 16.3 1,02.2 31 91.9 0 4/26/73 B-11 135.0 15.6 109.5 42 91.4 -- --.- " (~,' 6/5/73 ). 312022 : FIGURE NO. DATE JOB NO. , , \, '. ELI;V. OR o,RY DEN, 9/0 ITEST DEPTH OF MOI§T. LBS. I SOIl-REL,.~rIVE NO. DATE LOCATION TEST,FT 0/0 CU. FT. TYPE ,CQMP. L01 4/?6/73 I-2 S5.0 14.3 109.0 42 91.2 592 4/26/73.' J-1 95,0 17.6 99.8 7 ' 92.9 f03 4/26/73 N-8 152.0 15.6 103.2 31 93.9 5·04 4/26/73 M-S 152.0 7.0 10·6.2 2,5 90.6 bqs 4/26/73· L-S 156.0 11.l-111.0 36 ·,91.-9, kQ6 4/26/73 K-8 160.0 7.0 116.5 26 · 90 .• 9 ," 07 4/26/7~ K-8 161. 0 8.1 105.6 3.7 91.2 FO,8 4/26/73 J-8 163.0 9.3 10i~5 36. 84.5 509' 4/27/73 . M-S 165.0 11.1 114.5 1 92.4 ~·.10 4/27/73 L-S 167.0 13.6 111.7 1 90.2 f11 4/27/73 . K-S 16S.0 S.l 114.0 1 · 92.0 4/27/73 : Retest No. 5013 163.0 9.9 10S.9 3(5 · 9'0; 7 ..)12 f13 4,127/73 H-19 94.0 14.3 105.2 39' 90.0 514 4/27/73 H-18 94.0 15.6 108.2 ~9 · 92.2 -I ~15 4/27/73 I-1S 9S.0 17.6 :J.Q4.2 32 92~2 716 4/27/73 I-19 99.0 17.6 1Q8.4 42 90.7 J17 . 4/27/73 . I-20 101.0 17.6 102.9 32 91~4 '~lS . 4/27/73 I-19 100.0 17.6 108.2 42 '90.7 519 4/27/73 I-20 102.0 16.3 110.5 ' 2 90.4 ;20 4/27/73 J-19 100.0 13.0 111.1 2 91.0 1:\21 4/27/73 J-20 102.0 lS.3 105.4 6 91~2 ..J27 4/27/73 J-21 104.0 14.9 10S.4 42 90.4 ,23 4/27/73 J-22 112.0 14.3 102.9 32 90.9 524 4/27/73 K-21 114.0 12.4 10S.1 42 90.4 25 4/27/73 K-21 112.0 14.3 111.1 2 91.9 526 4/27/73 K-20 111.0 16.3 105.5 39 90.0 . ! 'FIGI,!RE NO. -,-_____ _ EST O. 7 8 . '. _ .. ' 7/73, 7/73 8/73 8/73 8/73 8/73 8/73' LOCATION K-20 L-19 J-17 Lot Nos. 25 +.rot Nos. 30 Lot Nos. 35 Lot Nos. 16 DA TE _----!61LJ/~5/..1.1...I.7.-=!3t----- ELEV .. O~ DEPTH OF MOIST. TEST, FT 0/0 , 113.0 16.3 116.0 14.3 148.0 15.6 -29 FG 138.0 11.1 -34 FG 138.0 8.1 -39 FG 138.0 10.5 -24 FG 137.0 8.1 1: 4)2 4/2 4/2 4/.3 4/3 4/3 4/3 4/2 4/3 4/2 4/38 .4/28 4/28 4/28 4/2~ 8/73,' Retake Test No. 491 149.0 9.9 16 37 18. l ~ ~2 L ( t 7· . ~ ,[ I I' , 8/73 8/73 . /73 /73 /73 /73 /73 ,4/2.8 /73. 4/2~ /73 /73 ./73 , 4/28 4/28 4/28 4/2'8 4/28 4/30 4/30 /73 /73 /73 /73 /73 . ,-, ., Lqt Nos. Lot Nos. Lot Nos. Lot Nos. Lot Nos. Lot Nos. Lot Nos. Lot No.s. Lot Nos. Lot Nos. Lot Nos. Lot Nos. Lot Nos. Lot Nos. L-3 N-4 . ,' ~ ... . 16 -24 FG 137.0 8.1 : 8 -15 FG 136.0 7.0 1 -7 FG 135.0 11.7 45 -51 FG 136.0 13.0 52 -57 FG 136.0 9.9' 40 -44 FG 138.0 9.3 58 -62 FG 137.0 9.9 63 -67 FG 137.0 .9.3 72 -76 FG 138.0 7.S 68 -71 FG 138.0 9.9 85 -91 FG 136.0 11.7 72 -84 FG 137.0 8.7 92 -99 FG 135.0 7.0 10.0 -105 FG 134.0 8.7 82.0 15.6 83.0 15.6 ... . , .. " ~QB NO. " . ~RY DEN, : ·LBS.,f CU P't : 106.0 107.2 ~4.5 114.5 Ill.:).. 117.0 113.8 106.9 1'14.1 110.2 ],.20.2 123.2 " 109.2 118.4 116.0- 109.5 113.0 l17.9 113.4 114.5 112.0 120.5 99.5 105.5 .,~",.,-, 3120.22 SOIL TYPE . ' .. 39 " 39 13 ' 11 11 26 11 39 38 36 26 26 36 2.6 26 3,6 38 4~ 38 38 38 26 7 25 --,- " • % R.E:LA!IVE COMP.: .-' .. . , - 90.~ '. '91.7 90.0 "91.0 , ,9,0.2 ,91. 4, : 91..8 91. 2 97.0 92'.0 93.9 9.6.7 91. 0 97.5 ' 90.·6 91.2 . 9l-..4 , 92.1 91. 4 ' 92.5. 9'0.3 94 • .2 ' 92.6 ~o..l ~ .. ,.)( .. .....". \ : ) JOB NO. 3120;22, ELEV. OR .DRY DEN, 0,0 ' 'EST DEPTH OF MOIST. l,.e$. /' SOIl". REI..ATIVE NO. PATE l,.OCAT!ON TEST,FT ' 0/0 CU, FT. TYPE ',COMP. , 51 4/30/73 0-5 86.0 16.3 196.8 25 ' 9,1.0 , , 52 4/30./73 P-5 ~5.0 14.3 105.1 25, 99· Q, ' 53 4/30/73 Q-6 83.0 17.6 105.2 25 9o..n 54 4/~0/73 M-3 87.0 17.6 ,104.5 37 '90.8 55 4/~0/73, L-20 113.0 16.3 111.2 2 9~J,9, 56 4/30/73: M-20 117.0 14.3 103.5 37 ' 90. +' 157· 4/30/73 N-20 121.0 9.9 120.5 10 94.1 " 58 4/30/13 0-20 129.0 13~6 117.5 10 9L.7 ~59 4/30/73 P-20 137.0 +7.0 1;1l.0 4 gO.7 60 4/30/73, Q-20 140 17.Q 110.,9 2 90.6 ·~1 4/~0/73 R-21 147.0 16.3 104.5 37 91.0 ,62'::' 4/30/73 R-21 155.0 17.6 103.0 37 9,0 • 0' 63 4/30/73 K-22 126.0 17.0 10,0.5' 31 90.4 ]p4 4/30/73 L-22 133.0 17.6 108.8 40' 91.0 55 4/30/73 M-22 137.0 17.6 107.3 40 ,90..0, ,66, 4/30/7"3 L-21 140'.0 16,.3 115.0' 3~ 92.8 E1 Camino 57 '.5/.1/73 K-2 90.0 9.9 166.2 39 90..5 58 5/1/73 M-3 94.0 11~1 111.0 2 90.7 69 5/1/73 N-4 100.0 11.7 106.8 39 91.0 70 5/1/73 0-5 105.0 12.4 116.2, 10 90.7 71 5/1/73 Q-6 110.0 21.2 98.0 11 93.2 72 5/2/73 R-7 112.0 20.5 103.1 31 92 .. 8 13 5/2/73 Lots 16-24 139.0 FC 11.1 116.2 10 90.9 ]74 .5/2/73 Lots 16-24 139.0 FC 7.5 114.2 39 91.9 15 5/2/73 Lots 25-34 140.0 FC 10.5 116.1 10 90.7 ,76 5/2/73 Lots 25-34 104.0 F( 9.3 114.8 38 92.2 , ' .. , .'. ( ) ;F! GU.R'E, NQ,. DATE 6/5/73 JOB 31202,2 .. NO • , , , . ELEV. OR DRY DEN" 0/0, ST DEPTH. OF MOIST. L~S: I SOIL RELATIVE o. &AT~ LOCATION TEST,FT % cu. FT. TYPE ,co~·n~ .. :;;:, ~ , .-. ~ , -, ., ., , , .. " 577 5/~/73 ,l ~ots 8-15 138.0 FG 6.4 115.1. .. 10 ' 90.0,' 'S78' , fj/2/73 Lots ~-15 138.0 FG . 7 .. 0 109.0 36 90,.7 ,'579 5/2/7,3 Lots 35-39 140~0 FG 9.9 115 .. 0 ' 10 ,90.0 , - 580 5/2/73 Lqts 35-39 140.0 FG 11 .. 1 123.1-10 96.2, 1581 , BE Canon $/2/73 L-22 148.0 t3.6 100.1 31 9,0:. Q ' , 58-2 5/2/73 N-~2 132.0 14.~ 103~1 3:). 92.7 ' , I . , , 1$83 5/2/73 P-22 140.0 15.6 10,6.5 31 90.5 .. [584 ,5/2/73 Q-22 145.0 17.0 102.8 31 92.2 I ' ! 585 5/2/73 Lots 40-44 14Q.0 FG 9.3 l13.5 4~ 90it3, ! 586 5/2/73 ' , Lots 40-44 104.0 FG 8.7 117.1 10 91.5 " I 587 5/2/73 Lots 1-7 136.0 FG 8.7 114'.3 41 90.9 I 588-5/2/73 Lots 1-7 136.0 f,G 9.9 114.3 4l 90.9 589 , 5/2/73 Lots 45-51 138.0 FG 10.5 113.8 41 90.4 , " 590 5/2/73 Lots 45-51 138~0 FG 11.:). 115.3 10 90.1 59.1 5/2/73 Lots 52-57 137.0 FG 8.1 198.5 36 90,.3 592 5/2/73 Lots 52-57 137.0 FG 7.5 116.~ Id 91.2 59.3 ,5/~/73 Lots 77"'84 138.0 FG 9~9 110.0 36 92'.0 394, _' 5/3/73 Lots 77-84 138.0 FG 9.9 . 12l.4 10 94.9 Main Fill 595 5/3/73 0-23 114.0 12.4 116.2 10 90.7 . 596 5/3/73 Lots 313-316 164.0 FG, 9~9 122.4 10 95.7 597 5/3/73 Lots 308",,312 163.0 9.3 108.0 ' ' 3,6 90.2 , Slope ;98 5/3/73 M-20 135.0 11.1 103.0 37 89~4 199 5/3/73 L--21 145.0 10.5 108.0 42 90.5 000 5/3/73 K-21 140.0 15.6 107.2 42 90.0 .~ J ," .t", : ;'01 5/3/73 S-21 138.0 14.3 96.6' 31 8'7.3 :)02 5/3/73 M-22 146.0 9.9 114.5 41 90.9 : ' .. * , ' , '.,> " " , .' 1 ~ • _ .' .. , ., • '1 (. . F) GU,IlfE Nt?: -,.-___ ~__ DA TE __ 6_/_5_/_7_3 ____ ------"-- ST O. DATE 1 . 603' I 5/3/73 604 608 " 609 510 6;1-1 5~:2 613 . ')15 5/3/73 5/3/73 5/4/73 5/4/73 5/4/73 5/4/73 5/4/73 5/4/73 5/4/73 5/4/73 5/4/73 5/4/73 516 5/7/73 J17 5/7j73 ;18 5/7/73 .19 5/7/73 -20 5/7/73 2],. 5/7/73 22 5/7/73 23 .5/7/73 24 5/7/73 25 5/7/73 26 5/8/73 27 5/8/73 28 5/8/73 LOCATION 'M-23' N-23 L-22 K-20 K-21 tots 303-307 Lots 303-307 Lots 350-357 Lots 350 ... 357 tots 336-342 Lots 328-335 Lots 322-327 Lots 343-349 Lots 466-471 Retest No. 616 Lots 466-471 Lots 466-471 N-21 0-21 P-21 Q-22 0-22 Retest No. 606 K-20 Retest No. 607 l<-21 Retest No. 490 E-6 Ret~st No. 489 F-6 Garbage Dump W-18 -l' ... ,.. ... ~LEV. OR DEPTH OF MOl ST. TEST, FT 0/0 140.'0 9.9 148.0 12.4 147.0 12.4 146.0 24.2 147.0 17 .. 0 163.0 FG, 8.1 163.0 FG 8.7 175.0 8.7 175.0 8.7 170.0 8.1 167.0 7.5 171.0 8.7 169.0' 6.4 176.5 JrG 16.3 177..0 FG 9.3 177.0 FG 12.4 155.0 154.0 157.0 156.0 154.0 146.0 147.0 14.9 12.4 1.5.6 14.·9. 19.0 15.6 15.6 149.0 16.3 148.0 17.6 210.0 FG 14.3 ) 31202.;2 JOB NO. --,----__ -- DRY DEN, LBS. I SOIL CU. FT. TYPE 110.8 110.0 92.9 107.0 112.0 114.0 110.5 ],.17.2 . 114.0 10.8.5 117.2 113.9 102.8 108.9 83.1 112.0 103.2 105.8 108.7 106.1 112~O 113.0 97.0 99.2 106.6 2 2 11 2 38 38 36 10 38 36 lO 38 36 36 36 38 37 37 40 39 2 2 11 7 25 °/0 RJ;::LATIVE COMe 91.:5 90.5 90.0 B8.5 88.2 90.5 ~2·. 0 92.2 91"5 91.·9 90.4 9.1 .• 7 91.9 85~7 91.1 . 70.0 90.3 90.0 92,.0 9l.5 90.2 91.5 92.5 91.8 91.7 91.0 EST "0. 62.9 63'0 \ 63l 632 633 634 ~35 p36 537 b38 639 640 641 642 643 644 645 546 347 548 ,49 350 551 352 353 554 .' . .fJJ/fJ/73 5/8/73 ~/8/73 5/8/73 .. 5/8/7?, 5/8/73 5/8/73 5/9/73 5/9/73 "- 5/9/73 5/9/73 5/9/73 5/9/73 5/10/73 5/10/73 5/10/73 5/l0/73 5/10/73 5/10/73 5/10/73 5/10/73 5/10/73 5/1·0/73 5/10/73 5/],.0/73 5/10/73 , (. , - D ATE _----'6~/:...:.5Lf_/..J.7..:L3-- ELEV. OR DEPTH OF MOIST. LOCATION TEST FT 0/0 I • > - 0~19 156.0 1.3 •. 6 0-20 156.Q 13.9' M-19 +49~0 17 .. 6 N-l9 155.0 14.9 P-21 160.0 16.3 -Q-21 .156.0 14.9 M-21 157.0 13.0 . H-19 140.0 17.0 I-20 145.0 14.9 J-21 147.0 16.3' J-20 146.0 14.9 K-21 146 .. 0 7.0 L-22 150.0 5.8 Haul Road M-20 157.0 8.1 L-20 149 .. 0 +3~Q J-19 1'48.0 17.0 H-18 150.0 17.6 K-21 148.0 11.7 L-21 148.0 12.4 N-22 155.0 16.3 M-22 148.0 14.9 Lots 460-465 1,79.0 9.9 Retest No. 616 Lots 466-471 177.0 7.5 Retest No. 617 Lots 472-479 176.0 14.3 Retest No. 618 Lots 480-486 175.0 10.5 Lots 494-499 171.0 10.5 ,} , . ~ +202,2 JOB NO. __ --'-.."........_-;-, DRY DE~', LBS.,l CU Ft . " ... 104.2. 100.2' 107.9.. 107.S l13.7 l08~5 115.5 1·07.9 ll?l 112.5 112.0 120.-'8 i18.0 l26.9 108.D lQ2.5 i06.0 . 11,1.5 1i5~0 104.2 105.1 116.2 108.3 111.5 108.2 111.1 ~ -~ ... . ~ SOIL TYPE ... 3'7 31 25 25 38 25 10 -40 2 2 2 10 10 10 36 32 39 38 10 37 37 10 36 10 3.6 36 . -, ... " , " , " ~/o RElATIVE COMP.: .> 90~7' ~tO .9 92'.2 91.7 91,~ 7 ~2..7 9·0.2 90.5 91~7 ; . 92 •. 0 91.5 94.4 92.3 9,8.9 90:.0 . . 90 .. 7 99.4 90,0 90.0 90.7 91.4 90.7 90.2 90.3 90.2, 92.6 ._ . \ ~! GU~A 'NO,. ( , ) DATE 6 L5.~73 JOB NO. 312022 "- ELEV. OR DRY DEN, °/0 ;r DEPTH OF MOIST. LBS.J 50.11., RELATIVE I. DATE LOCAT!ON TEST,FT 0/0 CU. FT. TY PE tOMe··· . ., 55 ,5/10/73 P':'"21 155.0 13~0 112.5 .2 .92.'0' 56 '5/11/73 Lots 460-465 180.0 FG '10.5 .li7 .2 1Q: 9:1 ~ 5 'I p7 5/11/73 Lots 466-471 178.0 FG 11.1 115.9 10 90.5 ~8 5/11/73 Lots 47]-479 177.0 FG 11.1 117.9 10 92.0 >,9 5/11/73 Lots 480-486 17().0 FG 12 •. 4 114.9 3e 9.2" 5 0 S/ll/73 Lots 487-493 176.0 FG 14.9 112.7 38 90.7 1 ,5/11/73 N-23 149 .. 0 16.3 104:.8 37 91.0 2 . 5/11/73 M-22 152.0 14:.9 107.8 40 90.5 3 '5/l1/73 L-22 153.0 13.0 ll3.8 2 93.0 4 5/11/73 R-21 157.0 16.3 101.1 J-1 91'.0 , ~i 5/11/73 G-19 144,.0 16.3 :1.02.2 31 9.2.0 >6 5/1'4;/73 Lots 279-286 164.0 FG 10.5 109.8 36 '91.2 ')7 . 5/14/73 Lots 287-291 164.0 FG 7.5 1i5~1 10 90~0 ;8 ' 5/14/73 ' Lots 292-298 162.0 FG 8.1 108.5 36 . 90.6 5~ 5/14/73 Lots 163-167 158.0 11.1 108.5 36 90.6 10' 5/14/73 Lots 155-162 157.0 1:1..7 110.0 36 91.7 'I 5/14/73 Lots 201-206 158.0 11.1 108~0 36 90.0 1~ 5/14/73 Lots 258-265' 150.0 11.7 l12 .• 5 38 90.7 '3 5/14/73 N-18 152.0 13.6 112.5 2 92.0 4 5/14/73 I-18 154.0 14.3 113.2 2 92.5 l5 5/14/73 I-19 148.0 14.3 ll2.5 2 92.0 I 6 5/15/73 H-13 155.0 13.0 106.1 25 90.5 7 5/15/73 H-14 155.0 13.6 109.0 25 93.0 8 5/15/73 ' H-13 157.0 14.9 105.8 25 90.1 9 5/15/73 H-14 157.0 14.9 10·8.7 40 91.0 0 5/15/73 L-14 150.0 16.3 108.2 40 90.7 ~ST O. 81 84 f!3 '84 .. ' ~5 ~6 7 8 9 .0 n }2 )3 )4 J5 J6 1,7 8 9 0 1 2 3 4 5 6 7 " 5/15/73 5/15/73 5/15/73 : ,~/15/73 . 5/1$./73' 5/~6/73 5/1'6/73 5/16/73 5/16/73 5/16/73, 5/17/73 5/17/73 5/17/73; ~/17/73 5/17/73: ' ,5/18/73 ~!18/73 , 5/18/73 5/18/73 5./18/73 5/21/73 , 5/21/73' 5/21/73 5/21/73 ' 5/21/73 5/21/73 ' 5/21/73' .. ELEV. OR DEPTH OF MOIST. LOCATION TEST,FT 0'0 , , K-16 151. .0 16.3 N-17 156 • .0 17 • .0 ,0-17 156 • .0 8.1 1-17 151 • .0 FG ' 13.6 I-16 151. .0 FG 1.0.5 , ii-2.o 13.0 • .0 15.6 I-2Q 132 • .0 16.3 J-2Q 136 • .0 17 • .0 H-19 14.0 • .0 13, • .0 J-2Q 138 • .0 12.4 J-19 138 • .0 14.3 K-19 14.0 • .0 13 • .0 L-2Q 141 • .0 14.3 L-22 142.0 17.6 J-20 14.0 • .0 14.3 ,I-2Q 14.0 .,0 19.0 J-2Q 141 • .0 18.3 J-19 142.0 14.9 K-20 144.0 13 • .0' M-21 144 • .0 15.6 M-20 145 • .0 16.3 K-2a 146 • .0 15.6 J-19 143 • .0 13 • .0 I-20 142 • .0 14.9 J-21 142 • .0 14.3 I-19 141.0 14.3 K-21 145.0 17.0 " _d_ .> JO 8 N9. __ 3_1_, 2,-0_2--"2..,..--," DRY OEN~ LBS. I. CUF'! ' , ., L.1.Q. a 1.07.0 11.0.2 ],1.0.5 116.6 1.06.2 1.09.2 1.06.5 ,11.0.8 11.0.,5 1.08.5 1.08.3 108.8 10'9.0 107 • .0 105.7 11.0 .,Q Ill.. 9 11.0 • .0' 1.09.3 1.08.8 1.08.9 Ill. a 110.1 112.3 103.9 1.03.1 : : " 5,011,- TYPE 40 . 37, 36, 2 38 39 ,39 .. 3'9 2 2 3 3 :3 25 25 25 25 2 2 25 ' 25 25 2 2 2 37 37 ----- .. " 0/0 , , .' , REI,..ATIYE COM!? ' ' ' 92.-:7' 93 • .0 ~2 . .o' 90.2 94 • .0 ' 90.5 93,,,.0 9.0.7, ~Q.S- 90 • .0. " 9~ .. 1 '9.0.9 91.4' 92.9 ~l. 2 90.1 93."8 9'1.5 9.0.7 93.0 92.~ 92.7, 9.0.7 9a.l 92 • .0 90.3 9.0. a' EST '"'0 . 708 09 10 11 ;1.2 13 14 15 16 17 18 . !:J:9 20 21 22 "23 24 25 26 27 28 29 30 31 32 33 DATE " ' . , 5/21/73 5/21/73 5/22/73' 5/22/73' 5/22/73, 5/22/73 5/22/73 5/22/73 ' 5/22/73 5/22/73 5/22/73': 5/22/73 5/23/73. 5/2~/73 5/23/73 5/23/73 5/23/73 ' 5/23/73, 5/23/73 5/23/73 5/23/73 5/23/73 5/24/73 5/24/73 5/24/73 5/24/73 LOCATION L-22 M-20 M-19 Lots 181-184 Lots 185-189 0-18 0-20 L-18 P-20 Lots 190-194 Lots 163-167 Lots 155-162 Lots 195-200 Lqts 201-206 Lots 149-154 Lots 144-148 Lots 140-l43 K-l Lots'168-172 Lots 128-134 Lots 122-127 Lots 114-121 Lots 106-113 Garage Lots 185-189 Garage Lots 190-194 Lots 173-180 - DATE 6/5/73 ELEV. OR DEPTH OF MOIST. TEST FT % I 146.0 11.7 155.0 ' 14.3 147.0 13.6 164.0 FG 8.7 162.0 FG 11.1 157.0 11.7 15800 13.0 151.0 14.3 158.0 17.6 161. 0 FG 7.0 160.0 FG . 9.9 159.0 FG 8.1 160.0 FG 10.5 16·0.0 FG 10.5 151.0 FG 10.5 151. 0 FG '8.1 151.0 FG 7.5 90.5 15.6 160.0 lfG 9.3 145.0 FG 9.9 144.0 FG 13.0 138.0 FG 9.3 136.0 FG 7. o· 162.0 FG 8.7 161.0 FG 10.5 161. 0 FG 5.8 - --._-, ___ ~ ___ r,' _. -... • ','V_' _____ ---,-- . , 312022, JOB NO. __ ~ ____ ..,- ... PRY D~N·, LBS •. I CU FT " 110.8. , 110.8 113.e 113.1· 116.2 111.7 112.~ 111.2 106.1 115.3 llf~. 8 117.5 116.7 116.5 119.5 122.2 123.7 1Q7.0 122.0 . 101. 9 105.0 112.5 115·.1 115.5 118.9 116.0 .. ~ . --,- : , -, SOIL TYPE . ' ' 2' 2 2 38 , 10' 36 36 2 25 10 10 10 10 10 10 10 10 25 10 38 1.0 38 10 10 10 10 .. .-..... '. . '~lo . , " ' . RELATIVE -COMB" .. , 9'0.,5· . 90;~ 93.0 9i~3 9Q~7 93.0 93.5 91.0 90.5· 90.1 92.9 92.0 .', 91.2 90.7 93.5 95.5 96.6 91~~ 95.5 8'2.2 82.0 90.9 90.1 90.2 92.9 90.6 ' . " ' .-, ----- DATE ::ST 10. OAre: . LqCATION '34 5/24/73 '. ~et~st:, No. 727 135 5/24/73 Retest No. 728 Garage 3.t? 5/24/73' Lots, 144-154 ~7 5/24/73 Lots 135-143 ~8 5/24/73 Lots 221-229 ~9 5/25/73 Lots 452-459 ~O 5/25/73 Lots 42?-432 1 , 5/25/73 Lots 417-425 ~:2 5/25/73' Lots 242-250 ,3 5/25/73 Lots 230-235 ~4 5/25/73 Lots 236-241 ~5 5/25/73 Lots 214-220 46 5/29/73 Lots 443-451 17 5/29/73 Lots 433-437 18 5/29/73 Lots 409-416 19 5/~g/73 Lots 404-408 )0 5/29/73 Lots 438-442 iI' 5/10/73 Lots 400-403 i2 ,5/30/73 Lots 207-213 ;3 5/30/73 Lots 273-278 .4 5/30/73 Lots 266-272 >5 5/30{73 Lots 389-393 J6 5/31/73 Lots 394-399 >7 5/31/73 ~ots 460-465 ,8 5/31/73 Lots 466-471 uO 5/31/73 Lots 472-479 5/31/73 ~ot$ 480-486 6/5/73 ELEV. OR DEPTH OF MOIST. TEST,FT °/0 145.0 FG' 11.1 144.0 FG 9.9 151. 0 FG :L3. 6 150.0 ~)'3 159.0 FG 9.9 190.0 FG. 9.3 187.0 6.4 187.0 9.3 153.0 FG 8.7 154.0 FG 8.1 154.0 FG 9.3 159.0 FG 9.9 190 • 0 FG 9 • 9' 191. 0 FG ' 9 • 9 187.0 FG 9.9 184.0 FG :L0.5 190.0 FG 9.3 18 4 • 0 FG 9, • 3 159.0 FG 9.9 159.0 FG 8.1 159.0 FG 8.7 175.0 FG 8.1 178.0FG 8.1 180.0 FG 8.1 178.0 FG 9.9 177.0 FG 9.9 176.0 FG 9.3 ) JOB No, 31,?02? DRY DEN, LBS. J CU. FT. 112.0 116.4 1L~. 5 :L12.7 L13.5 112.,5 112.5 113.6 114.1. 113.7 112.5 114.2 111.1 110.7 110.2 114.7 11.2.5 1;1.5.3 114.7 112.8 111.6 1.14.9 113~7 110.4 108.1 111.2 SOIL TYPE 38 10 3-8 ,38 J8 38 ~8 38 38 38 36 36 3p, 38 38 38 38 38 38 .38 38 38 36 36 36 010 . RELAilVE cOMe 90:3 ' 90 .. ~, 91. P 90.9' 91.5' -" 9(). 7 90.7 91.6 92'.0 91. 7 90..7 92,.1 , 92.6 92.2 9+.9 92.4 90.7 , '9,:3-,. 0 ' 92.5, . 91.0 90 .• q, 92.7 93~~ , 1, 91.7\ 92. O~ 90.1 92.1 .' ::S~ 10. r34 35 36 37 138 ~9 0 ~l '2 13 ~4 45 46 17 1.8 19' ),0: )1 ;2 i3 i4 :;5 ,6 -;7 ~8 S9 u 0 DATE 5/24/73 5/24/7~ 5/24/73 5/24/73 5/24/73 5/25/73 5/25/73 5/25/73 , 5/25/73 5/25/73 5/25/73. : 5/25/73 5/29/"73 5/29/73 5/29/73 5/29/73 5/29/73 5/30/73 5!30/73 5/30/73 5/30/73 .5/30/73 5/31/73 5/3i/73 5/31/73 5/31/73 5/31/73 ., -~- DATE LOCATION Retest No. 727 Retest No. 728 Garage ~ots 144-154 Lots 135-143 Lots 221-229 Lots 452-459 Lots 426-432 Lots 417-425 Lots 242-250 Lots 230-235 ~ots 236-241 Lots 214-220 Lots 443-451 Lots 433-437 Lots 409-416 Lots 404-408 Lots 438-442 Lots 400-403 Lots 207-213 Lots 273-278 Lots 266-272 Lots 389-393 Lots 394.-399 Lots 460-465 Lots 466-471 Lots 472-479 Lots 480-486 .. --.-.. . ' -. .-.;6 ..... 1-==5:..t-1 ...... 70:<..3 _. __ _ . } EI,..EV. OR DEPTH OF MOIST. TEST FT Ofc .1 145.0 FG 11.1 144.0 FG 9.9 151. 0 FG 13.6 150.0 9.3 159.0 FG 9.9 190.0 FG 9.3 187.0 6.4 187.0 9.3 153.0 FG 13.7 154.0 FG 8.1 154.0 FG 9.3 159.0 FG 9.9 190.0 FG 9.9 191. 0 FG 9.9 187.0 FG 9.9 184.0 FG 10.5 190.0 FG 9.3 184.0 FG 9.3 159.0 FG 9.9 159.0 FG 8.1 159.0 FG 8.7 175.0 FG 8.1 178.0 FG 8.1 180.0 FG 8.1 178.0 FG 9.9 177.0 FG 9.9 176.0 FG 9.3 .' ---- ,",08 NO .. 3).2022 DRY DEN. LBS, I CU FT 112.0 116.2 l:l3.5 112.7 1.1.3.5 112.5 112.5 113.6 114.1 .1.13.7 112.5 114.2 111.1 110 .• 7 110.2 114.7 112.5 115.3 114.7 . 112.8 Ill. 6 114.9 115.9 i13.7 110.4 108.1 lii.2 -. .' " " , - '" .SOIL -rY~E ~8 10 38 38 38 38' 38 38 38 38· 38 38 36 36 36 38 38 38 38 38 38 38 3-8 38 36 36 \ 3·6 .. , "/0 RELATIVE COMP. . .. -. .. . . ' .. . 9.0 .3 90.9 ~q .. 5 9:0.9 ~1.5 9,0.7 90.7 9:\:.6 9~:0 91~7 90.7 92.1 92.6 92.2 . 91. 9 92.4 90.7 , 93.0 92.5 9:1,. O' 90.0 92.7 93.5 91. 7 92. O. 90.1 9,2 . 7. ' ',,< .. ' ~, ._.- I I r, .. ' ( r: F,' G U~~, N~:. :z.-"""----,-____ _ ''- DATE LOCATION , " , ~ 51 6/1/73 LQts 487-493 62 6/1/73 Lots 500-505 53 f)/4/73 Lots 494-499 54 6/4/73' N-20 1>5 6/5/73 J-19 6 6/8/73 Lots 292-298 ~ 6/8/73 Lots '287-291 " g 6/8/73 Lots 279-286 9 6/14/73 J-15 ~uttress Fill 0 ,6/14/73 U-14 lButt-ress Fill 1 6/14/73 0-15 lBu~tress'Fi11 ;2 6/14/73 V-16 lButtress Fill 3, ~/15/73 V-17 Buttress Fill 4 6/15/73 U-1S Buttress Fill .5 G/l-S/73 V-16 " . -" .' . ". ,. 6/5/73, ) ELEV. OR DEPTH OF MOIST. , , TEST FT Ofo 176.0 FG: 7~5 .' 171. 0 FG 8.7 172.0 fG 8.1 155.0 FG, 7.5 144~0 FG 9.3' 162.0 FG 11.1 164.0 FG 7.5 164.0 FG 9.3 152.0 FG : 8.1 191. 0 8.1 194.0 8.1 198.0 10.5 202.0 9.9 205.0 7.5 211.0 8.7 , ----- 3:j.2022 JO ~ NO, _..,--,........,,_.,..--_ DRY DEN, LBS. I CU FT . 114".1 ~13.2 112,6 13,.4.6 110 '.4 ]..15.;3 11:j..6' 113.5 112.2 112.5 111.7 116~3 119.7 112.5 112.8 , , " : , , , • SOlk tYPE ' ' , , , 38 3'e' ' 38 3.8 36 38 38 3'8 38 .38 38- 38 38 38 38 % RELATIVE COM!?', r. , . "._. " ' .,' 92,.0' 91.3 90.8 92.4 92.0 9:Lo 9'0.0, r 91. 5. 90.5 90.7 90.1 93.8' 96.5 90.7.' , 91. Q : : , , I I I , I ~ f,. .. ~ . I , ~ . t' ~ -l- Soil ~ i 2 3 4 5 ,.6 7 8 9 1.0 11 +2 :p 14 1'5 16 17 18 19 20 21 22 ,.' .. ( ) W\XIMUM DRY DENS~'rY DETERMIN1i.TIONS 4ABORAT.QRY $TANPARDS . Soil Description Opt. r-iQist. '(Percent) 11.1 12.6 13.7 17.2 11.2 15.2 1e.7 16.3 10.5 9.9 40.3 11. 8 11. 2 16.3 14.9 9.7 11. i 26.3 19.0 10.9 10.0 10.8 ---~ , ~ -----;:0' -,-",. ---.;: . ---- " .Max. Dry DE)n. (Lb~./Cu~ Pi:. ) 12~.2 122.2 119.4 Ill. 8 123.6 ' 11,5 .'3 107.9 11.4.2 124.2 128.0 i05.9 i24.@ J.,94.9 113.5 116.9 127.6 121. 7 Q7.5 98.1 122.6 127.0 123.S SeT 312022 , , ,.' ~ ~ -.- Soil ~lpe Soil '23 24 25 26 27 28 29 . 30 31 ! 32 33 34, 35 36 37' 38 ", 39 40: 41 42 \ -- I, MAXU1U~1 DRY DENSITY D~TE~MINAT~ONS ~BO~TOR¥ STANDARDS Opt. Nois-t. Description (Perc~nt) '16.3 11.1 13.0 :1,0.5 10.5 12.4 1.0.7 9.9 12.4 14.i 9.6 10 .. 5 10.2 11. i 14.9 10.2 16.3 14.9 10.5 ,13! 0 Max. D):,y .(.Lbq'., leu .. 123.;L 110.8 LL7.1 127.0 i2'6.0, 12.0.5, 120.8' 122.7 111. + 113.0 121. e 1-27.4 121,4 120.0 1:)"5.0, 124.0 117.3 119.3 125.8 1i9~a seT 312-02,2 D$n. F·t~) I , i ' I I I , , ; I .. -= , "