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Home My WebLink AboutCT 73-29; CARRILLO ESTATES UNIT 1; SOIL TEST RESULT; 1978-05-18-----• " \ " e • .. ~ , !"ORM 15 oJ" '.,./ ifS;ZSft'Jj Testing Engineers-San Diego ~ • 0" 0;. ~ ~ffll" ~ ~l) L'J I[~J:))F :;~ 3467 Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 t;;Jt!!J..2"§'.5?Jj 1903 West Vista Way, Unit B, Vista, California 90283 (714) .758-3730 LABORATORY NUMBER SD33 .. l5l0 DATE, May 17, 1978 FI1.E: 11=507, Job 11=57Q59W Fe01 SAMP1.E DATA: Carillo Est, Sample 11=4, Gayertne Lan~, Lots 108-109, submitted PROJECT: Carillo Est to the laboratory on 5/10/78., Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 R • VA1.UE DATA GRADING ANALYSIS A B C D E SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. SIZE As RCVD: As USED 350 35_Q 350 MOIST @ C<;>MPACTION • % 4" 15.5 14 2 1lJ.~R DENSITY. #/Cu. FT. 3" 109.8 109.0 . 10Q 7' . R.VA1.UE • STABI1.0METER 6~Jl ~I.O 73,0' 2" EXUD. PRESSURE. P.S.I. 800 ?qn 1" ---:..1~ STAB. TI:IICK • FEET %" Jl..Ml .Jl11 O.1Q EXPAN. PRESS. THICK. FEET ~" 0.63 083 ' 0.70 T. I. (ASSUMED) = 0/8" 4.5 w By STAB. @ 300 P.S.I. EXUD. = Z:) #4 CI.J 73 -< ~> By EXPANSION PRESSURE = Q. 61 #8 ~ : AT EQUI1.IBRIUM = 61 #16 SAND EQUIVALENT = 18 #30 DURABILITY (COARSE) = I LIQUID LIMIT = #50 DURABILITY (FINE), = PLASTIC ,LIMIT = #100 .. P. I. #200 - 'lEMARKS: (1) Woodward-Clyde Consultants TESTING ENGINE~ -SAN DIEGO REVIEWED BY , G/liJ.o. THC:a1 .,{' ...., v ~ T .1I. ,Chapman, R.E. iF12:882 CW . ----- • .~ e~ff<~:J1}tll Testing Engineers-San Diego . (~fLJ);,:j; 3467KurtzSt., p.o. Box 80985, San Diego, Ca. 92138 I : ~('7~'~'-""'1 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758-3730 I' ... _JI,,.-.~"';')/":<R"4J ~/~:o.u~~~~ LABORATORY NUMBER SD33-15ll DATE May 17 , .1978 ,.ORM 15.1~ FILE: #507, Job #57059w FCOl SAMPLE DATA: sIN 115, Gayenne Lane, Lots 115- . 116, sample submitted to the 1aborato.ry PROJECT: Carillo Est Woodward-Clyde Consultants 3467 KU,rtz Street San Diego, California 92110 on 5/10/78. R -VALUE DATA GRADING ANALYSIS A 8 c [) E SIEVE SIZE 4" S" 2" 1" %" %" #8 #16 #SO #50 #100 #200 EMARKS: PERCENT PASSING As RCVD.. As USED COMPACTOR PRESS -P.S.1. 125 350 350 350 MOIST @ COMPACTION _ % 20.2 17.4 15.9 16.6 110.0 109.2 DENSITY -#/Cu. FT. 108.7 104.0 R-VALUE -STABILOMETER 9 42 75 58 EXUD. PRESSURE -P.S.I. 100. 220 490 270 STAB. THICK _ FEET 1.31 0.83 0.36 0.60 EXPAN. PRESS. THICK-FEET' o 0.33 1.33 0.70 T. I. (ASSUMED) = 4.5 z ~ 8Y STAB. @ SOO P.SJ. EXUD. = *$ 1 ______________ ~ __________ ~----~6~4~-------_~.--~--~~--~~ ow , 8y EXPANSION PRESSURE = Ii AT EQUILIBRIUM = SAND EQUIVALENT = DURABILITY (COARSE) = DURABILITY (FINE) = (1) Woodward-Clyde Consultants TRC:al 56 56 14 LIQUID LIMIT = PLASTIC L.IMIT = P. t = TESTING ENGINEERS ;,LJAN REVI~WED BY / . .LI b /~;'?l(A DIEGO f' .. -Y' rr· T.R. Chapman,R.E. #12882 . , . e e ,,-"ORM 15 "" ..., ... f7:;:::t:ib."lJ/lr Testing Engineers-San Diego I) " ~') 71~7!Jtl 3467 Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ! 9-~ ~ .1 k:dEi~,:£~?f1j 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758'-3730 , . .. , LABORATORY NUMBER SD33-15l2 DATE May 16, 1978 FILE: tf:507, Job 1f:57059W FCDl SAMPLE DATA: sIN 6, La Paloma St. , Lots 118-119, sample submitted to the labora- PRO'JECT: Carillo Est tory on 5/10'/78. Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 R • V!<LUE ,DATA G'RADING ANALYSIS A B C 0 E , SIEVE PERCENT PASSING COMPACTOR PRESS· P.S.I, SIZE As RCVD: As USED 125 350 350 350 MOIST @ COMPACTION -% 17.7 l4~ 7 14.1 13 4 4" DENSITY • #/Cu. FT. 107.7 113.6 113.5 113.1 3" , R.VALUE • ST70.BILOMETER 11 2" 55 65 74 , EXUD. PRESSURE. P.S.I. i40 1" 230 300 460 STAB. THICK. FEET 0 %" .1.28 0 65 0 50 37 EXPAN. PRESS. THICK. FEET 0.83 %" 0.03 1.17' ,I 27 T. I. (ASSUMED) = %" 4.5 \&I By STAB. @ 300 P.S.I. .. EXUD. = Z::I #4 c>-' 65 -0( , /:I> By EXPANSION PRESSUR,E = o· #8 n: ~2' AT EQUILIBRIUM = #16 ~2 SAND EQUIVALENT = ]4 #30 ., DURABILITY (COARSE) = LIQUID LIMIT = ... ~50 .. DURABILITY (FINE) = PLASTIC LIMIT = ~100 " P. I. #200 ~EMARKS: t (1) Woodward-Clyde Consultants " TESTING ENGINEERS AN DIEGO REVIEWED BY / " " 6/ffp~A_ ....... THC:al T. If. ! Clla pm~nft.E e, tFf~-ftf) . ,,' W:;~~~w~~U Testing Engineers-San Diego 7jpL, 3467 Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 tJ/1~_ 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758-3730 - LABORATORY NUMBER SD33-l5l3 DATE May 17, . 1978. FILE: 11507 Job #57059W FC01 SAMPL.E DATA: SiN 7, La Paloma FORM 15.11" Street, Lot 80, sa11lple submitted to the lab ora ... PROJECT: Carillo Est tory on 5/10/18. Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 R • VAl.UE DATA - GRADING ANALYSIS .. A B C D E SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. SIZE As RCVD~ As USED 310 350 350 MOIST @ COMPACTION • % 4" 15 5 131 14 1 DENSITY • #/Cu. FT. 112 ":l 114 0 114 ,. 3" R.VAl.UE • STABIl.OMETER 2" 21 '75 58 EXUD. PRESSURE. 1".5.1. 1" 160 500 2(i0 STAB. THICK. FEET %" . 111 0% O.hO EXPAN. PRESS. THICK. FEET *" o ?7 1 17 0.6~ T. I. (ASSUMED) = 4.5 %" IoJ BY.STAB. @ 300 1".5.1. EXUD. = Z;J #4 C).J 64 -< /:l> By EXPANSION PRESSURE = o· #8 0: 5l AT EQUILIBRIU"! = #16 ~l SAND EQUIVAl.ENT = 16 #30 - DURABILITY (COARSE) = I LIQUID LIMIT =. #50 DURABIl.ITY WINE) = PLASTIC LIMIT = #100 P. I. = .. #200 ~EMARKS: (1) Woodward-Clyde Consultants TESTING ENGfN~ DIEGO REVIEWED BY '/ , . GIl/A, ~.a -- THC:a1 f' -., '1 , T.H. Chapman, R.E. #128&2 .@j., J , . !'ORM 15.11' -, t::J:,:;;;'iJJ1! Testing Engineers-5an Diego .. (I) :: :7/f§I!!J 3467 Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225~9641 8 . ~ '" -~ . . &;~!t:::_~i.?:j" 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758-3730 -~-~ LABORATORY NUMBER SD33-l5l4 DATE May 17, 1978 FILE: 507, Job 4157059W FCOI SAMPL.E DATA: SiN ~, La Paloma Street, Lot 85; sample submitted to the laboratory PROJECT: Carillo Est on 5/10/78. Woodward-Clyde Consultants 3467 Kurtz Street San Diego., California 92110 R • VALUE DATA GRADING ANALYSIS A B C D E _. - SIEVE PERCENT PASSING COMPACTOR PRESS • P.S.I. SIZE As RCVDn As USED 350 3')0 ':\r:;O MOIST @ COMPACTION • % 4" 16. h 16. 1 , ~ ~--- DENSITY. #/Cu. FT. 3" lnR h 11 n ~ lnl} .':l . -. R.VALUE. STABILOMETER 2" RO 7R Rl - EXUD. PRESSURE. P.S.I. ?Qn ?hn 1" ---,;~n STAB. THICK. FEET '%" o .2l} o ~1 0.?7 EXPAN. PRESS. THICK. FEET ~" o 1':l n ?n n ?n T. I. (ASSUMED) = 4.5 %" -w By STAB. @ 300 P.S.I •• ExUD. = z::> #4 Cl.J 80 -< lfl> ~ o· -BY EXPANSION PRESSURE = #8 0:: 82 .. AT EQUILIBRIUM = #16 SQ SAND EQUIVALENT = #30 ?t; DURABILITY (COARSE) = I LIQUID LIMiT =:= #50 DURABILITY (FINE) _ = PLASTIC LIMIT = #100 . . P. I.. = #200 !EMARKS: , (1) Woodward-Clyde Consultants TESTING ENGI~N DIEGO REVIEWED BY / -. . , C3l71e ~-- THC:al T.HI. Chapinan, I.E. 1F1288z . .. AW . _. r---------~-~ .. -~~~~.. ~~ -~-~--~-~ ~ .....-----~---~~----------------------- ~ ~~Y'c~~7rl Testing Engineers-San Diego 71!;~{) 3467 Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 IL;iJ9t~~;;;iiiJ 1903 West Vista Way, Unit B, Vista, California 90283 (71-4) 758-3730 ~ W L,ABORATORY NUMBER SD33-1515 FILE: 507, Job 4f57059fil FCOl PROJECT: Carillo Est Woodward-C~yde Consultants 3467 Kurtz Street San Dieg~, California 92110 GRADING ANALYSIS SIEVE SIZE 4" 3'" 2" 1" %" %" %" PERCENT PASSING As RCVD.. As USED COMPACTOR PRESS. P.S.!. DATE May 17, 1.978 SAMPLE DATA: SiN 9, GaviO ta' Lane, Lots 73-74, sample submittea to the laboB tory on 5/10/78. R • VALUE DATA A B .' C o 19'0 290 155 MOIST @ COMPACTION .~ % 17 .6 16.2 19'.0 ·DENSITY • #/Cu. FT. 108 4 112 7 106 0' R.VALUE • STABILOMETER 21 37 17 EXUD. PRESSURE. P.S.J. 220 280 460 .. STAB. THICK. FE.ET 1.13 0.90 1.19 EXPAN. PRESS. THICK. FEET 0.53. 1.43 ~ 0.37 T. I. (ASSUMED) = 4.5 z ~ , By STAB. @ 300 P.S.!. EXUD. = E #4 22 ",..I -< I----~------------~--------~--~~--~--~,----~~~--~~-~~-::J> #8 o i By EXPANSION PRESSURE = 29 AT EQUILIBRIUM = #16 22 #30 SAND EQUIVALENT = 10 #50 DURABILITY (COARSE) = I. LIQUID LIMIT = DURABILITY (FINE) ~ = PLASTIC LIMIT = #100 P. I.. = #200 !EMARKS: (1) Woodward-Clyde Consultants TESTING ENGINEERS -S DIEGO REVIEWED By l-:i! Gilt JoA , I -"':'7/'''''' . T.R. Chapman, 1<l',.I:!;. tF12882. TCR:al ---. -. , \ e • FORM 15 J,. .~ ~ Testing Engineers-San Diego -<' £~:~;;l{2?lJf71 (I ~ of ~~'T ~J tWQJlLi 3467KurtzSt., p.o. Box 80985, San Diego, Ca. 92138 (714)225-9641 ~)"::~:::j}::iIJ 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758-3730 "i!,~,? ~ . - LABORATORY NUMBER SD33-l516 DATE May 17, 1978- FILE: 507, Job If57059W FCDI SAMPLE DATA: SiN 10, Gaviota Lf.;lne, Lots 65-66, sample submitted. to the laboratory PROJECT: Carillo Est on 5/10/78. Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 .. -. R • VALUE DATA GRADING ANALYSIS A -'B C 0 E SIEVE PERCENT PASSING COMPACTOR PRESS. 'P.S.I. SIZE As RCVD. As USED 90 .120 6<; MOIST @ COMPACTION • % 4" 2.1 3 n5 '':J 0 DENSITY. #/Cu. FT. ..lil6..A. 99,3 3" 102 6 R.VALUE • STABILOMETER 2" 13 19 _R EXUD. PRESSURE. P.S.I. 1" 300 370 , Rn_ STAB. THICK. FEET --------- %" EXPAN. PRESS. THICK.FEET 112" n n n .. T. J. (ASSUMED) = %" 4.5 _. III By STAB. @ 300 P.S.I. EXUD. = Z:J #4 c/,..! ,13 • -< 13> .' O· By EXPANSION PRESSURE = #8 n: ---, AT EQUILIBRIUM = #16 13 SAND EQUIVALENT = #30 7. DURABILITY (COARSE)-= I LIQU.lD LIMIT = #50 DURABILITY (FINE) = PLASTIC LIMIT ::: #100 P. I. = , #200 - ~EMARKS: (1) Woodward-Clyde Consultants TESTING ENGINEERS. DIEGQ REVIEWED' BY II - b/Ilt?R;A THC:al ' , v -" ~7; T,.H. Chapman, R.E. 1f12S82 _-W.'