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HomeMy WebLinkAboutCT 73-18; RANCHO DEL PONDEROSA UNIT 5; SOIL COMPACTION; 1977-09-08'. Testing E~ineers ..... san Diego FORM HI J~ 3467Kurtz~t." p.o. 8ox80985, San £?iego, Ca. 92138 (714)225-9641 1903 West VIsta Way, Unit 8, V,ista,' California 90283 (714) 758-3730 .~~~~---=-=-=-=-=-=-=-=-========================================================================~==----, LABORATORY NUMBER SD32-2823 ,DATE September 8, 1977 '. JOB DATA: , Fi Ie 4fo507, Job 1fo77-105-8F SAMPLE DATA: Submitted to .the laboratory on August 31, 19~7 and identified as Rancho .del Ponderos-'1, Units 4fo4 and 1/=5 Unit 1/=5, SiN 1/=7, Atade~o Ct., Lot·1/=366. ..".-- Woodward-Clyde Consultants '( 3467 Kurtz Street San Diegp , California 92110 R • VALUE DATA GRADING ANALYSIS A B C D E SIEVE PERCENT PASSING COMPJ!.CTOR PRESS. P.S.1. ., SIZE . As RCVD. As USED' 350 350 350 -~ '-- MOIST @ COMPACTION • % 12'.4 4" ----13.1 14 .. 6 .- DENSITY. #/Cu. FT. 115.5 3" ---115;3 112.2 -' R.\lAL:.UE. STABILOMETER 2" ----71. n 24 EXUD. PRESSURE. P.S.1. . .190 I" ---280 " 490 --. STAB. THICK. FEET %" 0.41 0.33 1. 09 EXPAN.' PRESS. THICK. FEET ;/Z" 0.07 0.20 ---. T. 1. (ASSUMED) = , 3/a," --- W By STAB. @ 300 P.S,1. EXUD. =: Z:l 73 :1':4 \!).J -< ill> By EXPANSION PRESSURE = O· 0:: ---" .;':'8 AT EQUILIBRIU'M = #16 ----13 • SAND EQUIVALENT = II #30 - DURABILITY (COARSE) = I LIQUID LIMIT = #50 , DURABILITY ( FIN'E) = PLASTIC LIMIT = ~10Q . P. I. = =200 .. REMARKS: (1) Woodward-Cly.de Consultants' nTEE~AN DIEGO THC :''kp 4fol2882 . LABORATORY NUMBER .~--.~.~-- e e Testing Engineers-San Diego 3467 KurtzSt., P.O. Box 80985, .San DIego, Oa. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 90283 (i14) 758--3730 , SD32-282l~ DATE September 8 . -~" 1977 - .109 D)l.TA: File 11=507, Job 11=77-105-8F SAMPLE DATA: Submitted to the laboratory on August 31, 1977 and identified as Rancho del Ponderosa, Units 114 and 1/:5 Unit 11=5, SiN :f1=8, Sombrosa Street, Lot 11384 Woodward-Clyde Consultants 3467 Kurtz Street , San Diego, California .92110 r < - R • VALUE DATA GRADING ANA LYSIS A B C D E SIEVE PERCENT PASSING COMPAcTOR PRESS. P.S.1. SIZE'---__ As RCVD. As USED .. 350 3~ 3'50' MOIST @ COMPACTION. % ... 14.0 13. l. 14.9 1----.-. '4" DENSITY. ·#/Cu. FT. 114.5 114.9 113.5 ---3" R.VALUE • STABILOMETER 2." 59 .77 38· EXUD. PRESSURE· P,S.I. .. 280 370 180 ---.. 1" STAB. THICK· FEET .' 0.59 0·.33 0.89 .. EXPAN. PRESS. THICK.FEET ---0.40 -~- T. I. (ASSUMED) = %11 --- w By STAB. @ '300 P.S.1. ·EXUD. = z:::> t9.J 64 -..;' 1{1> By EXPANSION PR.ESSURE = . o· 0:: --- =4 =8 AT EQU.!LlBRIUM := 6~ = =16 SAND EQUIVALENT = 11 DURABILITY (COARSE) = I LIQUID. LIMIT := ::50 DURABIL.ITY ( FINE) = PLASTIC LIMIT = =100 P: I. := =200 ... REMARKS: (I) Woodward-Clyde Consultants THC:kp ® e FORM III JP LABORATORY NUMBER Testing Engineers-San Diego 3467KurtzSt" p.o. Box B0985, San Diego, Ca.·92138 (714)225-9641 1903 West Vista Way; Unit B, Vista, California 90~83 (714) 758-3730 SD32 2825 DATE Se~tember 8 1977 -, ._-_. JOB DATA: File 11507, Job :/177 -I~S-SF SAMPLE DATA: Submitted to the laboratory on August 31, Rancho del Ponderosa, Units :f.~4 and =lIS Unit 115, SIN Lot ://:40'1.- Woo.dward-C·lyde Consultants , 3467 Kurtz Street r { San Diego, CAliiornia 92110 GRADING ANALYSIS A IEVE S 5 IZE 4 " 3 " 2 " " " 4 " 2 'II a 4 8 16 :: 30 50 . 100 I _ 200 REMARKS: ~ -_ ... . PERCENT 'PASSING COMPACTOR PRESS' P.S.1. ~ As RCVD. As USED . MOIST @ COMPACTION. % 14 9 DENSITY. #/Cu. FT. 11? 1 -- R·VALUE • STABILOMETER .;iL- EXUD. PRESSURE. P.S.1. 100 --- STAB. THICK. FEET 0 63 EXPAN. PRESS. THICK. FEET --- T. I. (ASSUMED) = . w s'Y STAB. @ 300 P.S.1. EXUD. = Z:J C)..J -~ ta> By EX'PANSION PRESSURE = O· 0:: : AT EQ~ILlBRIUM = ---. SAND EQUIVALENT = ------ DURABILITY (COARSE) = - DURABILITY ( FINE) = (1) Woodward~Clyde Cohsultants 1977 and identified as :/19, El Rast.ro Street, R • V.ALUE DATA B C D ~O_ .1S0 11 1 .14 0 j 14 .~ 11':l 7 Rl .71 380 ..170 . 0 21_ ~.41 0 23 .. --- 80 --- 80 21 I LIQUID LIMIT = PLASTiC LIMIT = P. I. _. DIEGO - E ======-=------. T.R. - .- . -. -- e FORM 15 J'> Testing Engineers~San Diego 3467 Kurtz St., P.O. aoxB0985, San Diego, Ca. 92138 (714) 225-9641 . 1903 West Vista Way, Unit a, Vista, California 90283 (714) 758-3730 LABORATORY NUMI3ER SD32~2826 JOB DATA: Fi 1 e '1~507 , Job #77-105-8F Ran cho del Ponderosa, Units . , Hoo 34'6 San dward-C1yde Cohsu 1tants 7 Kurtz Street Diego, Ca lifornia 92110 _. GRADING ANAL YS IS 1J:4 and 1J:5 , i , , . SIE~'E PERCENT PASSING COMPACTOR PRESS -P.S.1. , SAMPL.E DATA: Submitted to the 1abo'ratory on August 31, 1977 and identifj.ed AS Unit 1J:5, SiN 1/:10, Jacaranda Avenue, Lot 1J:410. -- R • VAL.U,E DATA A B C D . E - ~~_E ____ _ As RCVD. As USED 350 350 350 ... -- " MOIST. @ COMPACTION. % 13.7 12.8 13.2' I-~-'. 4" DENSITY. #/Cu. FT. 113.5 113.8 114.4 3" R.VALUE • STABILOMEn::R 2" 69 81 75 EXUD. PRESSURE. P.S.1. 220 550 360 ---.---1"- STAB. THICK. FEET %" 0 45 0.27 0'.36 , EXPAN. PRESS. THICK.FEET 0.13 0.57 0.40 T. I. (ASSUMr::D) = 4.5 ----:Y8" w By.sTAB. @ 300 p.s.f. ,EXUD. = Z::J C)..l 73-, -<{ g» By EXPANSION PRESSURE = o· 0:: 73 .::4 ;:8 . AT EQUILII3RIl,lM = 13 ;:16 $AND EQUIVALENT = 16 -.::30 DURABILITY (COARSE.) = I LIQUID LiMIT = , DURABILITY ( FINE) = PLASTIG: LIMIT = ---_. . =100 P. I. = ------===---:::::-------.. 1"Er.IARKS: . (1) Woodward-Clyde Consultants -TESTING S-SAN DIEGO ,------------- THG:kp LABORATORY NUMBER e • Testing Engineers-San. Diego 3467KurtzSt., p.o. Box 80985, San Diego, Ca. 92138 (714)225-9941 1903 ,West Vista Way, Dnit B, Vista, California 90283 ,(714) 758-3730 SD32-2827 DATE September 8 FORM 15 )1' , 1977 JOB DATA: File 11=507, Job 11=77 -10S-8F, SAMPLE DATA: Submitted to the lAboratory on_ AlJ.gust 31, 197.7 and identified Rancho del Ponderosa, Units 1f:4 and If: 5 ,Unit #5, SiN 1111, Olivenhain R9 ad , Lot 11=312. Woodward-Clyde Consultants .:: 3467 Kurtz Street ; < San Diego, California 92110 . R. VALUE DATA . GRADING ANALYSIS A B C D c: "" IEVE 5 IZE' 4 " 3 " ,2 " " " " " z .. B 4 8 16 ' 30 50 100 200 r~EMARKS: . PERCENT PASSING COMPACTOR PRESS. P.s.I. As RCVD. As USED MOIST @ COMPACTION. % " DENSITY. #/Cu. ,~T. R.VALUE • sTABILOMETER ---, EXUD. PRE'SSURE • 'P.s.1. .. _.-- STAB. THICK. FEP' EXPAN. PRESS. THICK. FEET T. J. (ASSUMED) = o· w By STAB'. @ 300 P.s.I. EXUD. = Z::J G..I -< :3> By E){PANSION P~ESSURE = ·0 Ii AT EQUILIBRIUM = SAND EQUIVALENT = .. DURABILHV ( COARSE) = DURABILITY (FINE) = (1) Woodward-C1yd~ Consultants THe :kp: 350 350 ?nn I? 9 12: 0 1 c; 1 117.7 llS' 2 . 11.6. h fiL_ f-I~ 1 ~ 300 .. , -.il.(L ?1() n's,; r:r g,J) , '1 ~ 0?7 0]0 ---. 4.5 61 ., 69 61 ' 17 LIQUID LIMIT = PLASTIC LIMI·;-= ·P. I. = DIEGO l.b12882 as -- I; ------- ... . . - - • • ~I! Testing Engineers-San Diego ~ftJIlJ!) 3467KurtzSt., p.o. ~ox80985, San Diego, Ca. 92138 (714)225-9641 f1Jj)~ 1903 West Vista Way, Unit 8, Vista, California 90283 (714) -758-3730 FORM 1:1 JP LAOORATORY NUMBER • .DATE __ , ______________ ~S~D~3k2~2~82~8~-------------------__ ~------________ ~S~e~~eI-B4,~129LTL7----~~~~_ JOB DATA: File :f1507, Job ':f/:77-105-8F SAMPLE DATA: Submitted to the'laborato,ry Rancho del Ponderosa, Units 1/:4 and 1/:S Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 " .-f on August 31, 1977 and identified 8S Unit 1/:5, SiN 1/:12, 01ivenhain Road, Lot :fft419. R .' VALUE DATI' GRADING ANALYSIS A C D E SIEVE S~IZ::::E=--__ --:-__ 411 3" 2" 1" "Mit :Yz" 0/8" ::4 ;:8 01116 ::30 ;:50 ;;100 !,,~qo . - '{EMARKS: COMPACTOR PRESS • .P.S.1. 3S0 3S0 1S;0 15.9 l10.7 110.8 R.VALUE • STABILOMETER 80 65' 77 EXUD. PRESSURE. P.S.1. 420 ,. 160 STAB. THI.CK • FEET 0.29 0 SO o 33 EXPAN. PRESS. THICK. FEET 0.40 0 13 o 30 T. I. (ASSUMED) = 4.5 z ~ BY,STAI? @ 300P.S.1. EXUD. == C).J -<{ ~> 77 ______________ ~ ____ ~ ______ _LL_ ________ ~----~~-----. Cl By EXf>ANSION PRESSURE = ci 17 AT EQUILIBRIUM = 77 SAND EQUIVALENT = 18 I LIQUID LIMIT = --~~--~----~--------~---- DURABILITY (FINE) = PLASTl'C LIMIT = P. I. = (1) 'Woodw'ard-C1yde Consultants. _ ~SAlI DIEGO C~~. T • H. Cha pma r,~:::: .. =1,""H-'2""'8-82~-==--(j)-"-,1----THC:kp