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HomeMy WebLinkAboutCT 73-29; CARRILLO ESTATES; R-VALUE TEST RESULTS; 1978-05-183467 Kurtz Street San Diego, California 92110 714-224-2911 Telex 697-841 Ponderosa Homes, Incorporated 10951 Sorrento Valley Road Suite 2E San Diego, California ~2l2l Attention: Mr. Larry Miller TEST RESULTS CARILLO ESTATES SAN DIEGO COUNTY, CALIFORNIA Gentlemen: - 'ei='"d (!r73-;<9 Woodward-Clyde Consultants Hay 18, 197(3 Proj.ect' N6. 57059W-FCOI Transmitted are copies of the results of theR-Value tests per:f;ormed by Testing Engineers -San Diego on samples' of s6il taken from the subject project. ' Very truly yours, WOODWARD-CLYDE CONSULTANTS Richard P. While R.E. 21992 RPW/sp Attachments (2) Ponderosa Homes, Attention: Mr. Larry lUller (1) 'City of Carlsbad Engineering Department, Attention: Mr. RUss,Morrison Consulting Engineers, Geologists and Environmental Scientists Offices in Other Principal Cities RECEIVED MAY 1 9 1978 CITY OF CARLSBAD Engineering Department -, • • rZ!Jffff1i!JJJE1 Testing ~ngineers-San Diego, 41'!!JD}lt/ 3467KurtzSt., p.o. Box 80985, San Diego, Ca. 92138 (714)225-9641 &~erif:.,t;:~11 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758-3730 LABORATORY N.uMBER SD33 ... l5l0 DATE May 17, 1978 . FILE: Job 1157059W FeOI SAMPLE DATA: Carillo Est, ,,.ORM 15~" ' , Sample 114, 41507, G?yenne Lane, Lots 108-10~'submitted PROJECT: Carillo Est to the laboratory 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. 350 SIZE As RCVD: As USED 350 350. ' .. MOIST @ COMPACTION', % 4" 15 5 14 2 16. R DENSITY, #/Cu. FT. 3" ~09 .8 .. 1090 l'OQ 7 R.VALUE • STABILOMETER 2" 62 0 .12,0 13.0 " . EXUD. PRESSURE -P.S,1. 800 ?QO 1" ---:.19lL...- STAB. THICK -FEET _0.4B J>'.33 ' o',:\q %" ·EXPAN. PRESS. THICK.FEET :tAl" 0.63 o 83 o 70 T.I. (ASSUMED) = %" 4.5 w By STAB. @ 300 P.S.I. EXUD. = Z::l . #4 C)..J 73 -< ~> . o· By EXPANSION PRESSURE = 61 £r #8 ' .. AT EQUILIBRiuM = 61 #16 .. SAND EQUIVALENT = 18 #30 -.. DURABILITY (COARSE) = I LIQUID 'LIMIT ::= #50 DURABILITY (FINE) ::= PLASTIC LIMIT == #100 P. I. ::= #200 REMARKS: (1) Woodward-Clyde Consultants -SAN DIEGO !fHC:al '1112882 " I , , e '-,.ORM 1'5.1P /;'"'l.~!!":I\~:r::t31' "'1/ Testing Engineers-San Diego ~~l~~~:;q;r, -~.J • {J/a!:7r·,~f ~. , I~I ~,'~} §~~ ~ :;;~ 3467KurtzSt., P.O. 13 ox 80985, San Diego, Ca. 9273& (714)225-9641 ,:-{~4It~~-;;; J' iI!'?J,';,fj;"'ZJ.!!J 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758-3730 ~'''I~ ~ -:;,., ... LABORATORY NUMBER SD33-1511 DATE May 172 1978 FILE: 11507, Job 1157059w FCOI SAMPLE DATA: SiN 115, Gayenne Lane, Lots 115- 116, sample ~lUbmitted to the labo~at'ory PROJECT: Carillo Est l on 5/10/78. Woodward-Clyde Consultants 3467 Kurtz Street San Diego, Ca,1ifornia 92110 R . VALUE DATA GRADING ANALYSIS A B C D E I SIEVE PERCENT pASSING COMPACTOR PRESS. P.S.I. SIZE As RCVD. As USED 125 350 350 350 MOIST @ COMPACTION • % 20.2 17 .• -4 15.9 16.6 4" 'DENSITY. #/Cu, FT. 104.0 108.7 3" 110.0 .109.2 R.VALUE • STABILOMETER 2" 9 42. 75 58 EXUD. PRESSURE. P.S.I. 1" 100 220 " 490 270 STAB. THICK. FEET %" 1..31 0.83. 0.36 0.60 EXPAN. PRESS. THICK.FEET 0.33 ~" O· 1..33 0.70 T. I. (ASSUMED) = %" 4.5 w By STAB. @ 300 P.S.I. EXUD. = Z:J ;:4 I!).J 64 -< la> -, o· By EXPANSION PRESSURE = #8 0: 56 . AT EQUILIBRIUM = #16 " 56· .. ---- SAND EQUIVALENT = llf #30 DURABILITY (COARSE) #50 = I LIQUID LIMIT = DURABILITY (FINE) , _. PLASTIC LIMIT .= .. #100 P. I. = #200 .. ZEMARKS: . (1) Woodwa rd-C1yde Consultants ,TESTING ENGINEER;dAN DIEGO REVIEWED BY / ' (j) . G ;//;?--PA I ~ ~"lJ;: THC:al " T.H. Chapman R.E. 1F12882 . ._> -.. • L::'i:if£jj/.!Stl/.·;j I es lng e;;.nglneers-an .le ""~-Y"-"'JI '"1--or. t-r::: -S D· go [1!f.:WJlJ 3467KurtzSt., p.o. Box 80985, San Diego, Ca. 92138 (714)225-9641 Ii1t.Jd Ii"' 1903 West Vista Way, Unit B, Vista, Ca/(fornia 90283 (714) 758-3·730 LABORATORY NUMBER SD33-1512 DATE May 16, 1978 ,.OR'" 1:1.1~ FILE: 1/:507, Jbb 1/:57059W FCOl SAMPL.E DATA: sIN 6, La Paloma St. , Lots 118-119, sample submitted to the labora- PROJECT: Carillo Est tory on 5/10/7 8. Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 R • VALUE DA.TA , G'RADING ANALYSIS A B C D E .. SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. 350. _SIZE As RCVD: As USED. 125 350 350 MOIST @ COMPACTION • %. 17.7 14.7 14.1 13.4 4" 3" , DENSITY • #/Cu. FT. 107.7 113.6 113.5 113.1 R.VALUE • STABILor~jETER 11 2" 55 65 74 EXUD. PRESSURE. P.S.1. 1" 140 230 300 460 STAB. THICK. FEET %" 1.28 .. 0.65 0.50 o 37 .. EXPAN. PRESS. THICK,FEET ~" 0.03 0.83 1.17 1 27 T.I. (ASSUMED) = %" 4.5 III By STAB. @ 300 P.S.I. EXUD. = Z::J _ #4 C).J 65 -< 13> By EXPANSION PRESSURE = o· n: 49 #8 AT EQUILIBRIUM = #16 .49 SAND EQUIVALENT = 14 - #30 DURABILITY (COARSE) = LIQUID LIMIT = #50 DURABILITY (FINE) = PLASTIC LIMIT = #100 P. I. = #200 <EMARKS: ·1 (1) Woodward-Clyde Consultants- THC :al - - I • r e .-I'ORM 15 -J~ f!J!!i'fftl!:J): <]7 Testing Engineers-San. Diego .: D"'-t-JIo~ !fl/fJ{~1 3467 Kurtz St., P. O. Box 80985, San Diego, Ca. 92J 31ii (714) 225-9641 /jj//!!Ji.fJJ:'!I 1903 West Vista Way, Unit 13, Vista, California 90283 (714) 758-3730 - , , LABORATORY NUMBER SD33-l5l3 DATE M?y 17, 1978 , FILE: fl507 job fl57059W' FCOI SAMPLE DATA: SiN 7, La Paloma Street; Lot 80, sample submitted to the labora- PROJECT: Carillo Est tory 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. 1'i0 SIZE· As RCVD: As USED ,310 ' 350 -, MOIST @ COMPACTION • % 4" 15.5 13,1 1t.. J DENSITY. #/Cu. FT. 3" " i12.1 -1140 114 1 R.VALUE • STABILOMETER 2" . .2·i .75. 'iR EXUD. PRESSURE. P.S.I. 160 ?hO 1" 500 ' . ---.. STAB. THICK. FEET -%" . 1 .11 0,% n h() EXPAN. PRESS. THICK-fEET ~ .. _0.27 ..1 .1~ n. h':\, T. I. (ASSUMED) = 4.5 %" , , 11.1 By STAB. @ 300 P.S.I. EXUD. = Z::l .#4 C).J 64 -< m> By EXPANSION PRESSURE = 00:: .#8 57 AT EQUILIBRIUM = --, #16 :21 SAND EQUIVALENT = #30 16 DURABILITY (COARSE) = LIQUID LIMIT = #50 DURABILITY (rINE) = PLASTIC LIMIT = , #100 ' . , P. I. = #200 qEMARKS: (1) Woodward-Clyde Consultants TEST'NG ENGI"~ DJEGO REVIEWED BY , / . @ ,-Gilt. " r~ ~a, .-f ! " "1 , fl12882 . ' THC:al T.H~ Chapman, R.E. FORM IlI.J,. '~~fIJ' .'. ~r' ('-S""-;,.,'t,~.~;;;:'L>'JJr't-~1 i : •. ~"';);'~';~.~ ~ f~ ~ .~ C~~P:~7/~ii4 i' ~~ L:JJJIs..r1J 3467 Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714)225-9641 ~i~!f~~i~ifI/ 1903 West Vista Way; Unit B, Vista, California 90283 (714) 758-3.730 Testing Engineers-San Diego LABORATORY NUMBER SD33-1514 DATE May 17, 1978 FIL.E: 507, Job t/:57059W FCOI SAMPLE DATA: SiN 8, La Paloma Street, Lot 85, sample submitted to the 1aborat9ry PROJECT: Carillo Est on 5/10/78. Woodward-Clyde Consultants 3467 Kurtz Street San Di~go, California 92110 R • VAL.UE DATA GRADING ANALYSIS A B C D E - SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.J. SIZE As RCVDn As USED 3')0 3')0 3'\n - MOIST @ COMPACTION • % 4" 14 6 14.1 13 t:; DENSITY. #/Cu. FT. lOR 6 1 io.':l 3" 1 nc) .3 R·VAL.UE • STABIL.OMETER 2" RO, 7R Rl EXUD. PRESSURE. P.S.I. 260 1" ---290 _fi~n " STAB. THICK. FEET %" O?q .03L-.·0 ?7 EXPAN. PRESS. THICK. FEET *" . 0 1.3 () ?n () 2fl. . T. I. (ASSUMED) = 4.5 . .. %" \II By STAB. @ 300 P.S.I. EXUD. = z::> #4 ~.J 80 '. -< ffJ> ~ o· By EXPANSION PRESSURE = ~ 82 #8 , AT EQUIL.IBRIUM = #16 8Q SAND EQUIVAL.ENT = ')1;; #30 . DURABIL.ITY (COAR~E) = I LIQUID LIMIT = #50 .. DURABIL.ITY (FINE) = PL.ASTIC -LIMIT = #100 - I P. I. -- #200 ~EMARKS: (1) Woodward-Clyde Consultants TESTING N DIEG.o TRC:al 1/:12882"' " , e .-!'ORIo! 15 .I" ~--1-V Testing Engineers-San Diego "'<""~""'''~'1t '1 ~~i~l.~~,:" .-,1 ~:;. .O~ ~j) : :J;i' ~qjJ I .~ ! .. f."~~< • ' "0;' (:~r""1 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 9213f3 (714)225..,9641 ' ,.",1. ~ .... ",' I, '4ftf:"'" =.'::ii",.;;p I,'" Y, i" ... .?~ .•..• t1::'l/ 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758-3.730 ~Ib~~~·;;lil/;:.t LABORATORY NUMBER SD33-l5l5 DATE May 17, 1978 .. FILE: 507, Job 1F57059W FCOl SAMPLE DATA: SiN 9, GaviOta Lane, Lots .,., 73-74, sample submitte'd to the-labon tory 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.t , SIZE As RCVD .. As USED .. .190 290 155 MOIST @ COMPACTION . % 17.6 16.2 .19'.0 4" DENSITY • #/Cu. FT. 3" , 108 4 112 7 106 0 R.VALUE . STABILOMETER 17 2" 21 37 Exuo. PRESSURE. P.SJ. 1" 2-80 460 220 STAB. THICK. FEET %" 1.13 0.90 1.19 EXPAN. PRESS. THICK. FEET 0.53 *" 1.43 0.37 1 T.I. (ASSUMEO') = 4.5 %" .. w By STAB. @ 300 P.S.I. EXUD.= z::> 22 #4 I!).J -< ::J> - Q' By EXPANSION PRESSURE = 22 #8 cr: . AT EQUILIBRIUM = 22 #16 SAND EQUIVALENT = ]0 . #30 DURABILITY (COARSE) = .1 LIQUID LIMIT = #50 DURABILITY (FINE) = PLASTiC LIMIT = #100 P. I. = #2QO ~EMARKS: (1) Woodward-Clyde Consultants TESTING ENGINEER1 DIEGO RGDjt-i (j) I.~~ TCR:a1 ---T.R. Chapman, • 1F12882 . LABORAT.ORY NUMBER . \. e Testing Engineers-San Diego 3467Kurtz St., p.o. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758;.3730 SD33-1516 DATE May 17 1978 .'-- F9RM IS oJ" FILE: 507, Job :if:57059W FCOI SAMPLE DATA: sIN 10, Gaviota Lane, 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 Ei C D E SIEVE PERCENT PASSING COMPACTOR PRESS • P.S.I. SIZE As RCVD. As USED 90 120 61) MOIST @ COMPACTION • % 4" 21 3 1 g I) ?:q 0 DENSITY. #/Cu. FT. 3" 102 6 106.4 . gg.3 R-VALUE. STASILOMETER 2" 13 19 ~ , EXUD. PRESSUREo • P.S.I. 1" . 300 370 1 ~n STAB. THICK. FEET --------- %" EXPAN. PRESS. THICK. FEET .. 112" .0 0 0 T ••• (ASSUMED) = . =Va" 4.5 III By STAB. @ 300 P.S.I. EXUD. = Z:J ;:4 C).l 13 -0( l;'l> : 0" By EXPANSION PRESSURE = ;:8 -- AT EQUILIBRIUM = #16 ]3. SAND EQUIVALENT = #30 7-. 'DURABILITY (COAR~E) .-I LIQUID LIMIT = #50 DURABILITY (FINE) = PLASTIC LIMIT = ;:100 P. I. = #200 - ~EMARKS: (1) Woodward-Clyde Consultants DIEGO REVIEWED BY THC:al 1f.12882