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HomeMy WebLinkAboutCT 77-02; WOODRIDGE PHASE II UNIT A; REPORT OF SOIL TESTS; 1981-07-31FORM 15 ,...,'. e Testing Engineers-San Diego LABORATORY NUMBER SD36-2791 REPORT OF SOIL TESTS DATE July 31, 1981 JOB DATA: Fi~e 11507, Job 11592072 FC02 SAMPLE' DATA: Sample submitted to I the laboratory on July 27, 1981 PROJECT: Woodridge Phase II, Unit /fA and identified as SIN1, Monroe Street, Opp. Lot 107 CLIENT: . Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California R-VALUE DATA BJ;:ARING VAL.UE (SAN DiEGO CITY METHOC) COMPACTED AND SOAKED FOUR DAYS A B C D COMPACTOR PRESS -P.S.1. . 350 245 185 PENETRATION STANDARD "OF INCHES P.S.I. P.S.I. STANDARD 0.1 1000 MOIST 0 COMPACTION' " 11.0 11. 9 12.7 0.2 1500 0.3 1900 DENSITY -#/Cu. FT. 124.1 122.7 120.6 0.4 2300 - R-VALUE -STABILOMETER 45. 23 . 0.5 2600 17 MOISTURE AFTER SOAKING •••••••• _ •• _ •••••••. " EXUD. PRESSURE -P'S.I. 350 330 190 EXPANSION •••••••••• '.' ••••••••••••••••••• % .. STAB. THICK -FEET • 79 1.10 1.19 COMPACTION TEST: EXPAN. PRESS. THICK-FEET .13 0 0 METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) .•••••••••••• _ % T. I. (ASSUMED) = OPTIM~M DRY DENSITY. LBS./CU. FT. (ApPARENT) •. 20 z '" By STAB. 0 300 P'S.I. EXUD. = C) :I PLASTIC CHARACTERISTICS: _ .J ~~ By EXPANSION PRESSURE .. -o· LIQUID LIMIT -a: AT EQUILIBRIUM 20 PLASTIC LIMIT -= PLASTICITY INDEX - , SAND EQUIVALENT = 18 < REPORTED To: (I) Woodward-Clyde Consultants C T 77-0.2. lA ... ,t If' TESTING ENGINEERS' S 'IEGO THC:lh T. /112882 e ~"~ Testing Engineers-San Diego j~ :~. 3467KurtzSt., p.o. Box 80985, San Diego, Ca. 92138 (714)225-9641 /J,{lfii!t:::-1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM II LABORATORY NUMBER SD36-2792 REPORT OF SOIL TESTS DATE July 31, 1981 JOB DATA: Fife 11507, Job 11592072 FC02 SAMPLE DATA: Sample submitted .lP to the laboratory on Ju1y 27, 1981 PROJEct: Woodridge Phase II, Unit 4 and identified as S/N2, -Monroe S'treet, Opp. Lot 115. CLIENT: Wood'vard-Clyde Consultants 3467 Kurtz Street San Diego, California R-VALUE DATA SEARING VAI.UE (SAN DIEGO CITY METHOD) COMPACTED AND SOAKED FOUR DAYS A B C D COMPACTOR PRESS -p.S.J. 350 350 350 PENETRATION STANDARD %OF INCHES P.S.I. P.S.!' STANDARD MOIST @l COMPACTION' % 9.3 ID.2 11.0 0.1 1000 0.2 1500 DENSITY' IIICu. FT. 125.3 125.0 124.9 0.3 1900 0.4 2300 - R-VALUE -STABILOMETER 78 64 42 0.5 2600 MOISTURE AFTER SOAKING .•.••••.•••••••.•••• % EXUD. PRESSURE -P'S.I. 400 260 190 EXPANSION ..•••••••••..••••••••••••••.••• % STAB. THICK -FEET .31 .51 .83 .. COMPACTION TEST: EXPAN. PRESS. THICK' FEET .20 .03 0 METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) ...•••••••••.. % T. I. (ASSUMED) = 4.5 OPTIMUM DRY DENSITY, I.BS'/CU. FT. (ApPARENT) .. -. Z III By STAB. @l 300 P'S.I. EXUD. = 70 I!) :: PLASTIC CHARACTERISTICS: ~~ By EXPANSION PRESSURE " 82 o . LIQUID LIMIT -0:: AT EQUILIBRIUM 70 PLASTIC LIMIT -= PLASTICITY INDEX - :SAND EQUIVALENT = 21 REPORTED To: (1) Woodward-Clyde Consultants . TESTING IEGO THC:lh 1112882 FORM 15 JP e Testing Engineers-San Diego 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD36-2793 REPORT OF SOIL TESTS DATE July 31, 1981 , JOB DATA: File 1i507, Job 11592072 FC02 , SAMPLE DATA: Sample submitted to the laboratory on July 27, 1981 PROJECT: Woodridge Phase II, Unit 4 and identified as S/N3, .. Private Street, Opp. Lot 105. CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California R-VALUE DATA BEARING VALUE (SAN DIEGO CITY METHOO) . COMPACTED ANO SOAKED FOUR DAYS A B C D COMPACTOR PRESS -P.S.I. 285 185 100 PENETRATION STANDARD %OF INCHES P.S.I. P.S.l. STANDARD 0.1 1000 MOIST @I COMPACTION -% 10.4 11.3 12.2 0.2 1500 0.3 1900 DENSITY -IICu. FT. 124.1 122.0 119.4 0.4 2300 0.5 2600 R-VALUE -STABILOMETER 22 16 13 MOISTURE AFTER SOAKING ..•••••.•••••••••••• % EXUD. PRESSURE -P'S.I. 460 270 240 EXPANSION •••••••••••••••••••.••••••••••• % .. . STAB. THICK -FEET 1.12 1.20 1.25 COMPACTION TEST: EXPAN. PRESS. THICK' FEET .47 .10 0 METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) .•..••.••.•••. % T. I. (ASSUMED) = OPTIMUM DRY DENSITY. LBS'/CU. FT. (ApPARENT) •• Z 1&1 By STAB. @I 300 P'S.I. EXUD. = 18 £! 3 PLASTIC CHARAc:TERISTICS: :!l~ By EXPANSION PRESSURE = -Cli LIQUID LIMIT . AT EQUILIBRIUM 18 PLASTIC LIMIT . = PLASTICITY INDEX - SAND EOUIVALENT = 17 'REPORTED To: (1) Woodward-Clyde Consultants GO THC:lh 1112882 FORM II JP ~f~:~: "Testing Engineers-San Diego lifE&:.: 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 lI;iSrl1r;~~ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD36-2794 REPORT OF SOIL TESTS DATE July 31, 1981 JOB DATA: File t II 507, Job 11592072 FC02 SAMPLE DATA: Sample submitted to -the laboratory on July 27, 1981 PROJECT: Woodridge Phase II, Unit 4 and identfied as S/N4, -Private Street, Opp. Lot 116. CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California R-VALUE DATA BEARING VALUE ("SAN DIEGO CITY METHOO) COMPACTED AND SOAKED FOUR DAYS A B C 0 COMPACTOR PRESS -P'S.I. 350 350 230 PENETRATION STANDARD %OF INCHES P.S.I. P.S.!. STANDARD 0.1 1000 MOIST ~ COMPACTION -% 10.5 .11.3 12.1 0.2 1500 0.3 1900 DENSITY -IICu. FT. 124.3 '123.7 122.7 0.4 2300 0.5 2600 R-VALUE -STABILOMETER " 69 '34 18 MOISTURE AFTER SOAKING ••••.••••••••••••••• % EXUD. PRESSURE -P.S.I. 340 310 260 " EXPANSION. : ••••••••••••••.••• " .• : •••••••• % , STAB. THICK -FEET .45 .95 1.18 COMPACTION TEST: EXPAN. PRESS. THICK-FEET .20 0 0 METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) .•••.••..••••• % T. I. IAsSUMED) .. OPTIMUM DRY DENSITY. LBS./CU. FT. (ApPARENT) .• Z 1&1 By STAB. ~ 300 P.S.I. ExuD. = 30 ~ 3 PLASTIC CHARACTERISTICS: 13~ = -By EXPANSION PRESSURE £Iii LIQUID LIMIT - AT EQUILIBRIUM 30 PLASTIC LIMIT -"' PLASTICITY INDEX - - SAND EQUIVALENT = 23 . REPORTED To: (1) Woodward-Clyde Consultants THC:lh FORM II .JP e Testing Engineers-San Diego 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 BORATORY N UMBER SD 36 2795 -REPORT OF SOIL TESTS DATE 1 3 July 1. 1981 JOB DATA: Fi1e 11507, Job 11592072 FC02 P.ROJECT: Woodridge Phase II, Unit 4 - CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California R-VALUE DATA A B C COMPACTOR PRESS -p.s.,. 350 350 350 MOIST CP COMPACTION' % 9.1 10.0 10.8 DENSITY -IICu. FT. 126.8 126.2 125.6 R-VALUE -STABILOMETER 79 62 37 EXUD. PRESSURE -P.S.I. 720 320 260 STAB. THICK -FEET .30 .55 .90 EXPAN. PRESS. THICK-FEET .67 .13 0 T. I. (ASSUMED) " 4.5 , z W By STAB. @ 300 P.S.'. EXUD. .. 59 " 3 ~~ By EXPANSION PRESSURE c~ " 73 AT EQUILIBRIUM " 59 SAND EQUIVALENT = 20 .REPORTED To: (1) Woodward-Clyde Consultants THC:lh D SAMPLE DATA: Sample submitted to I the laboratory on July 27, 1981 and identified as SINS, Private Street, Opp. Lot 126. BEARING VALUE (SAN DIEGO CITY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD %OF INCHES P.S.I. P.S.'. STANDARD 0.1 1000 0.2 1500 0.3 1900 0.4 2300 0.5 2600 MOISTURE AFTER SOAKING •••••••••••.•••••••. EXPANSION .••••••••.••••.••••••• _ •••••••• COMPACTION TEST: METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) •••.••••••.••• OPTIMUM DRY DENSITY. LBS./CU. FT. (ApPARENT) .. PLASTIC CHARACTERISTICS: LIQUID LIMIT - PLASTIC LIMIT - PLASTICITY INDEX - TESTING ENGINEERS -SAN7lfEGO REVIEWED BY - , R.E. 1112882 %' % % -.. ~-"~--' --~---'''''----'''';''--~'-'''''e~' -'--'--" Testing Engineers-San Diego '. LABORATORY NUMBER SD36-2652 REPORT OF SOIL TESTS DATE July 27, 1981 JOB DATA: File 1J507, Job 1159072FC02 SAMPLE DATA: Submitted to,the laboratory on July 22, 1981, PROJECT: Woodridge Phase II, Unit 113 identified as Hospital Way, opposite Lot 70, SiN 1J1' CLIENT: Woodward-Clyde Consultants - 3467 Kurtz Street San Diego, California R'VALUE DATA BEARING VALUE (SAN DIEGO CITY METHOC) COMPACTED AND SOAKED FOUR DA:Z:S . A B C 0 COMPACTOR PRESS' P'S.I. 350 265 145 PENETRATION STANDARD " OF INCHES P.S.I. P.S.I. STANDARD 0.1 1000 MOIST @ COMPACTION' % 9.4 10.7 12.0 0.2 1500 0.3 1900' DENSITY' II/CU. FT. 125.8 123.9 120.4 0.4 2300 0.5 2600 R-VALUE • STABILOMETER 51 22 12 MOISTURE AFTER SOAKING ..•••••....•••••••• '. % EXUD. PRESSURE -P.SJ. ·640 390 220 EXPANSION .••..••.•.•.••.•..•.••• : ••.•••••. % STAB. THICK' FEET 0.70 1.12 1.26 ' COMPACTION TEST: EXPAN. PRESS:THICK·FEET 0.57 0.33 0.20 METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) ••..•..•••.••• % T.I. (ASSUMED) " 4.5 OPTIMUM DRY DENSITY, LBS'/CU. FT. (ApPARENT) •• z III By STAB. @ 300 P.S.I. ExuD. = 17 c 3 PLASTIC CHARACTERISTICS: m~ By EXPANSION PRESSURE = 57 Dii LIQUID LIMIT · AT EQUILIBRIUM 17 PLASTIC LIMIT · = PLASTICITY INDEX · ~AND EQUIVALENT = REPORTED To: (1) Woodward-Clyde Consultants , THC:cd -.... ---.-.... ~-... __ .--...:....-e FORM IS Testing Engineers-San Diego 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD36-2653 REPORT OF SOIL TESTS DATE July 27, 1981 t JOB DATA: File 11507, Job 11592072-FC02 SAMPLE DATA: Submitted to the laboratory on July 22, 1981, PROJECT: Woodridge Phase II, Unit 113 identified as Hospital Way, opposite Lot 103, SiN 112 CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California R-VALUE DATA BEARING VALUE (SAN DIEGO CITY METHOO) COMPACTED AND SOAKED FQUR D6YS A B C D COMPACTOR PRESS -P'S.I. PENETRATION STANDARD %OF 350 lpO 120 INCHES P.S.I. P.S.!. STANDARD MOIST @ COMPACTION -% 10.7 11.6 12.9 0.\ \000 0.2 1500 0.3 1900 DENSITY -(fICu. FT. 127.0 124.0 121.2 0.4 2300 R-VALUE • STABILOMETER 13 0.5 2600 31 17 MOISTURE AFTER SOAKING ••.•.•.•••.••.••.••• % EXUD. PRESSURE -P'S.I. ·410 320 190 EXPANSION .•.••••.•••••••••••••• , .••••.••• % STAB. THICK' FEET 0.99 '1.19 1.25 COMPACTION TEST: EXPAN. PRESS. THICK' FEET 0 0 0 METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) .•...••.•..•.• % T. I. (ASSUMED) = OPTIMUM DRY DENSITY. LBS'/CU. FT. (APPARENT) .. -- By STAB. @ 300 P.S.!. ExuD. z .~ = 16 ~ ..I PLASTIC CHARACTERISTICS: ~~ By EXPANSION PRESSURE = Cli --LIQUID LIMIT - AT EQUILIBRIUM = 16 PLASTIC LIMIT - PLASTICITY INDEX . SAND EQUIVALENT = REPORTED To: (1) Woodward-Clyde Consultants THC:cd .lP . . _ .... ~_'_ ... _--.,..tfooo,' -. ~. . ' . . e Testing Engineers-San Diego 3467KurtzSt., p.o. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM 6 LABORATORY NUMBER SD36-2654 REPORT OF SOIL TESTS DATE July 27 ~ 1981 t JOB DATA: File 11507, Job ifi592072-FC02 SAMPLE DATA: Submitted to the laboratory on July 22~ 1981, PROJECT: Woodridge Phase II, Unit 1fi3 identified as Private Street. opposite Lot96~ SIN ifi3 CLIENT: Woodward-Clyde Consultants .. 3467 Kurtz Street San Diego, California R-VALUE DATA BEARING VALUE (SAN DIEGO CITY METHOO) COMPACTED AND SOAKED FOUR DAYS A B C D -COMPACTOR PRESS -P'S.I. 350 235-115 PENETRATION STANDARD %OF INCHES P.S.I. P.S.I. STANDARD 0.1 1000 MOIST ® COMPACTION -% 12.6 13.5 14~4 0.2 1500 0.3 1900 DENSITY -IICu. FT. 123.0 121.8 118.8 0.4 2300 0.5 2600 R-VALUE -STABILOMETER 39 21 17 MOISTURE AFTER SOAKING .•.•.••••••••••••••• ,.' EXUD. PRESSURE' P.S.I. ·380 340 230 EXPANSION ................................ !O , STAB. THICK -FEET 0.87 1.-13 1.19 COMPACTION TEST: EXPAN. PRESS. THICK-FEET 0 0 O' METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) .•...•..•••••• % T. I. (ASSUMED) = --OPTIMUM DRY DENSITY, LBS./C;:U. FT. (ApPARENT') •• Z 1&1 By STAB. ~ 300 P'S.I. EXUD. = 19 " 3 PLASTIC CHARACTERISTICS: ~~ By EXPANSION PRESSURE " --Co: LIQUID LIMIT - AT EQUILIBRIUM 19 PLASTIC LIMIT -" PLASTICITY INDEX - SAND EQUIVALENT = REPORTED To: (1) Woodward-Clyde Consultants TESTING ENGINEERS' S REVIEWED BY THC:cd T. JP .-.--~-"....;:,>,~- . ' . • e Testing Engineers-San Diego $467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 . 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM 6 LABORATORY NUMBER SD36 ..... 2655 REPORT OF SOIL TESTS DATE July 27, 1981 ! , JOB DATA: . .'Fi1e #507, Job 11592072-FC02 SAMPLE DATA: Submitted to the .' laboratory on July 22, 1981, PROJECT: Woodridge Phase ;II, Unit 113 identified as Private Street, opposite Lot 90, SIN 114 CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California R-VALUE DATA BEARING VAI.UE (SAN DIEGO CITY METHOO) COMPACTED AND SOAKED FOUR DAYS A B C 0 COMPACTOR PRESS -P.S.I. 350 205 70 PENETRATION STANDARD %OF INCHES P.S.I. P.S.I. STANDARD 0.1 1000 MOIST 0 COMPACTION' % 10.5 11.3 13.0 0.2 1500 0.3 l!iOO DENSITY -#/Cu. FT. 128.0 125.0 119.7 0.4 2300 0.5 2600 R-VALUE -STABILOMETER 49 19 10 MOISTURE AFTER SOAKING ..•••.•..••••.•.•••• % EXUD. PRESSURE -P.S.I. ·480 350 180 EXPANSION ••.••••••••.•.••.•••.•••••••••• % STAB. THICK -FEET 0.73 1.16 1.29 . COMPACTION TEST: EXPAN. PRESS. THICK-FEET 0.37 0 0 METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) •.•.•.••....•• % T. I. IAsSUMED) = --OPTIMUM DRY DENSITY. I.BS./CU. FT. (ApPARENT) •• Z IIJ By STAB. @I 300 P.S.I. ExuD. = 15 ~ 3 PLASTIC CHARACTERISTICS: ~~ By EXPANSION PRESSURE " --00:: LIQUID LIMIT - AT EQUILIBRIUM 15 PLASTIC LIMIT -" PLASTICITY INDEX - SAND EQUIVALENT = . REPORTED To: (1) Woodward-Clyde Consultants TESTING ENGINEERS -~ DIEGO THC:cd #1288Z .JP . .. • • e • Testing Engineers-San Diego 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 fORM II LABORATORY NUMBER SD36-2656 REPORT OF SOIL TESTS DATE July 27" 1981 t I JOB DATA: File iJ507" Job 11592072-FC02 SAMPLE DATA: Submitted to· the laboratory on July 22" 1981" PRO.JECT: Woodridge Phase II" Unit 113 identified as Private Street" opposite Lot 76" SIN 115 CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego" California R-VALUE DATA BEARING VALUE (SAN DIEGO CITY METHOD) COMPACTED AND SOAKED FOUR DAYS A B C 0 COMPACTOR PRESS -P.S.I. 350 240 125 PENETRATION STANDARD %OF INCHES P.S.1. P.S.I. STANDARD 0.1 1000 MOIST e COMPACTION -% 12.5 13.4 14.7 0.2 1500 0.3 1900 DENSITY' ,/Cu. FT. 122.9 121.5 118.1 0.4 2300 0.5 2600 R-VALUE -STABILOMETER 33 22 '13 MOISTURE AFTER SOAKING .••..•..•...•••..••• % EXUD. PRESSURE -P.S.I. ·340 300 210 EXPANSION ••••••••••••••..••••••••.•••••• % . . STAB. THICK -FEET 0.97 1.12 1.25 COMPACTION TEST: EXPAN. PRESS. THICK-FEET 0 0 0 METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) •...•.•.•••••• !O T. I. (ASSUMED) .. --OPTIMUM DRY DENSITY. LBS'/CU. FT. (ApPARENT) .. z III By STAB. 0 300 P.S.I. EXUD. = 22 c :3 PLASTIC CHARACTERISTICS: ~~ By EXPANSION PRESSURE = --o· LIQUID LIMIT -a: AT EQUILIBRIUM 22 PLASTIC LIMIT . . PLASTICITY INDEX . SAND EQUIVALENT = REPORTED To: (1) Woodward-Clyde Consultants EGO THC:cd 1112882 .Jp C'77-0 -?--H1PROVEMENT QUANTITIES . . --L (;/1,(",°1 • f;/l r ;;;>/ 1(::; STREETS: )10NIZOIff' /AOtV!206' ~: L. F. Curb only /57.$2.-- • L. F. Curb & (CoI.ICi2&iiE" Gutter 1/5g,53 - ~ • Sq. Ft. Cone. Cross Gutter 97~ - ~. Sq. Ft. Pavement -Type zG, £"2:2.-1Z)b/?' ,/: Sq. Ft. Base --Type /1 1/ /. G.l:l-.-Y-dS-.-E~G-a·¥-fl,.~B-SI t.17G:S ~ -t/' .-Q.l!h--Y~¥i=l~l 5'!G1J5 S -~. Sq. Ft. Cone. Walk 5"932 - V' . L. F. Drainage Pipe Liz /I l<.e,P 77&·1-7 ... V· Structures "5. D. e. 0. -z. - v ~O;l.lr:. I..uc;.. / - t/ tyPe: 1/ IS-I 'I INL~T 1 - V siAl ORAl;..) 1 - 71/JJG /IF'J C. B. I -t/ SEWERS: /2 1/ .R C? /r;' - ,/ • Each -Manhole (rlOJ(}sr 7b GteA/)E") "Z.-z. ,/ • Each -Services ~ - ~. Each -Clean-out -- • L. F. 8" V. C. P. -- • L. F. 6" V. C. P. -- t/ L.r. Ztf'/ I2.C.P· ,.-- t/ L.r-/~'I Rep· -- WATER: '3 I Kdii. WAt..L 11'-/--V'. L. F. 8" A . C. Na i n --- v/. L. F. 6" A. C. Ma i n -- ;,/. L. F _. _ 4" A. C. Ma in -- ~. Each -Service Connections -- V. Each -Fire Hydrant & Apprt. . ! -t/. Each ... Blowoff 4: A~ t/..; -- ~ .r· -4-LLtEY ;.9-,t',.e.o,AJ $~/ - ./n " .;;;> PI//' '5r. IJ'SZ,.oz- 7~81S'$ ~2.-S 1-7.~~O'O 11 S 7,...- 7st:, ---- .-' - "E 11111//..._/ - f ..,. / 10 I L/OCj. ~d ---sg- 310 t9~ /1v- z.:z.. I z... -- TRACT 77 .. 2. UNIT 4-JOB NO. 7fS8-4 DATE ~11~/kJ BY W.S ;;11-11, 6-::> 134 Sf:. Foe. ,/?fJr, C;;t: 5ewe;e. ~1!I4!)1A)6,-• 6&'9, ~b /zg1 lflZ&vJ /':)17C-f1 ?;~. oz--8§ POWNOtZAIAJ - /0) t.S'/ 1/ - z.. ~t.fS 2//90 II --- -/-- I /47' --...-tf --/ -/91 ------ a-o 70 -l¥'2- JSS -, ----....- • \', \ ~-'-- RECEIVED APR 151980 CITY OF CARLSBAD Engineering Dep'artment • e e COMPACTION TEST RESULTS " JOII NAME WOODRIDGE PHASE II, UNIT 4 DATE REPORTED 6/5/81 592072-FC02 OATES COVERED FEBRUARY 4, 1981 THROUGH MAY 1, 1981 PAGE 1 01" 2 DATE FEB 4 FEB 27 MAR 9 MAR 24 APR 3 APR 7 APR 8 APR 27 APR 28 TDT NU .... EIt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 ItETEST OF 31 LOT 106 LOT 105 LOT 107 LOT 104 LOCATION LOT 118, LOWER LOT 116, LOWER LOT 115, LOWER LOT 11 7, LOWER LOT 119, LOWER LOT 118, UPPER LOT 116, UPPER LOT 120, LOWER LOT 113, UPPER LOT 115, UPPER LOT 11 7, UPPER LOT 121 LOT 119, UPPER LOT 122 LOT 106 LOT 105 LOT 104 LOT 105 LOT 106 LOT 107 LOT 113, UPPER LOT 114, UPPER LOT 115, LOWER LOT 115, UPPER LOT 116, LOWER LOT 116, UPPER ~'7, LOWER' LOT II 7, UPPER LOT II 7, LOWER LOT 118, LOWER LOT 118, UPPER LOT 119, LOWER LOT 120, LOWER LOT 121, LOWER LOT 122, LOWER FG FG FG FG FG FG FG FG ELEVATION OF TEST 80' 84' 84' 88' 76' 76' 80' 80' 82' 84' 86' 84' 86' 90 1 92 1 90' 94' 94' 88' 90' 92.5' 92.5' 92.0' 92.0' 90.8' 90.8' 82.9' 21.9' MOlaTUlIE CONTENT .. DRT WT. 11. 7 10.5 13.6 12.3 13.6 12.3 11. 7 12.3 11. 7 11. 7 12.3 11.1 13.0 13.6 12.3 12.3 13.0 11. 7 10.5 11. 7 13.6 11. 7 12.3 13.0 11.1 12.3 11. 7 12.3 114.8 115.1 115.3 117.8 112.7 113.0 112.1 112.4 113.7 114.3 114.4 120.0 120.4 122.0 115.1 120.2 124.9 118.9 119.3 114.7 122.0 118.3 114.4 116.6 120.0 120.7 122.1 118.0 1.A80llATOIIY IIELATIVE _.ITT COMPACTION PCI' '/0 OF LA •• DEN •• 126.0 126.0 126.0 126.0 123.0 123.0 123.0 123.0 123.0 128.5 128.5 128.5 128.5 126.0 126.0 128.5 128.5 128.5 126.0 126:0 126.5 126.5 126.5 126.5 128.5 128.5 128.5 126.0 91 91 91 93 91 91 91 91 92 90 90 93 93 94 91 93 97 92 94 91 96 93 90 92 93 93 95 93 FG 82.9' 13.5 113.5 126.0 90 FG 91.9' 16.7 116.7 126.0 92 F'G:----84-:-:0..,'---=1"=1"+-."'=2:------r=11. 2--~12·6. '0 8n ~----.~~~--~:~~~~~~--~~~~~~---FG 93.0' 17.4 117.4 126.0 93 FG FG FG FG FG FG FG 84.0' 84.0' 93.0' 86.0' 86.0' 96.3' 96.3' 11. 7 12.3 11.1 13.6 13.0 12.3 11. 7 117.7 121.5 118.6 117.2 120.7 120.5 120.8 128.0 128.0 128.0 128.0 128.0 128.0 128.0 CONS ... L TING ENGINEEftS GEOLOCI'STS AND EN .... IRONMENT ... L SCIENTISTS 91 94 92 91 94 94 94 • COMPACTION TEST RESULTS WOODRIDGE PHASE II, UNIT 4 592072-FCOI CATES COVERED FEBRUARY 4, 19B1 THROUGH MAY 1, 19B1 DATa ftaT IIETEST LOCATION NUMaEII OP' APR 29 40 LOT 120, UPPER FG 41 LOT 119, UPPER FG APR 30 42 LOT 123, UPPER FG 43 LOT 124, UPPER FG MAY 1 44 LOT 125, UPPER FG 45 LOT 126, UPPER FG wt 5/27/Bl ELEVATION OF TEST 95.0' 95.0' 113.0' 113.0' 10B.5' 10B.5' CATE REPORTED 6/5/81 PAGE 2 0 .. 2 .. O/8TUlla .. /aLe &.A.ORATOIIY CONTaNT DaNalTY aNa/TV , lillY WT. PCP' PCP 13.0 llB.B 12B.0 12.3 115.B 128.0 13.0 116.6 123.0 12.3 113.0 123.0 13.6 112.3 12j.0 13.0 113.3 123.0 CONSULTINC E~GINEERS, GEOLOGISTS ~ND ENVlftONMENTAL SCIENTISTS lIa&.ATIVa CO .... ACTION ... OP' LA •• DltHa. 92 90 94 91 91 92 e e COMPACTION TEST RESULTS WOODRIDGE PHASE II, UNIT 4 CATE REPORTED 6/9/81 .10. NU"'.ER 592072-FC02 (STREETS) CATES COVERED JANUARY 27, 1981 THROUGH FEBRUARY 3, 1981 PAGE 8-1 o~ S-1 DATil: .... T IIETEST LOCATION HUM.EII O~ JAN 27 S-1 MONROE ST. ,OPP. LOT 104 S-2 " " " " 107 S-3 " " " " 111 FEB 3 S-4 MONROE ST. ,OPP. LOT 106 wt 5/27/81 ELEVATION OF TEST 82' 78' 73' 80' IIOlnIJlIK P'IKLD &.AaOltATOIIY CONTKHT DaNalTT _alTT .. 1liiY WT. JlCI' JlCI' 11. 7 113.3 121.0 13.6 112.6 121.0 13.0 113.8 121.0 13.6 115.4 126.0 CONSU:..TING ENCiINEERS GEOL:OGISTS AND ENVIRONMENTAL 5~IENT.ISTS IIKLATIVII: COMPACTION .... 01' LA •• DaNa. 94 93 94 91 " PLASTICITY CHARACTERISTICS 1 liquid Limit. % 32 Plasticity Index. % 16 Classification by Unified Soil Classification System SC 150 r-TI~""""'I \- \ \1\ ZEROAIRVOIDSCURVES ! \ \ '\" 2.80 SG H,-ttT\-t:j\::\\-2.70 SG t-r-!Mli=\==t-.-2.60 SG I 1\ \ \:\ 140 ! 2.50 SG 11\1\'\ \ \ 1\ , \ \ 1\ ! \ 1\ \ : ! \1\ 1 30 I--+-' -4---+--\--\+4-,\ ,I \ \1\ 2 22 3 SM 3 t SILT & CLAY 24 12 SC 100 ~ 80 ~ ~60 I- ffi 40 CJ a: '" ~ \' 1 3 1\\ \" \~ -") \ ~ , .~' g: 20 -............ -~ o 1000 I ' I I I 100 10 1.0 0.1 GRAIN SIZE. mm MECHANICAL ANAL YSIS DIRECT SHEAR TEST DATA 1 2 ..... 0.01 0.001 3 Dry Density • .!:..pc.:..:.t _____ +--=--+_.:...--+-_~ Initial Water Content, % ~~.~~--+---+---+--~ Final Water Content. % ~~~---+---+----+-~~ Apparent Cohesion. pst ~~~----r---+----~--4 Apparent Friction Angle. degrees SWELL TEST DATA 1 2 3 118 Initial Dry De;:,.:.n:.;.sit:..!,y.!....!. pc:..::c:.:..f ---1--4--..J-.-:::':::'::~ 11 Initial Water Content. % --~---~--+--+-~~ 116 Final Dry Density. pet -~---~I---+----~~--I 15 Final Water Content. % ~~~-------I---+----+-~~ :)..60 1.5 I-Load. pst- Swell. percent ~--------~~--~----~~~ 1\.1\ 1\\ Maximum Dry Densi ty. pet 1 2 126.0 123.0 3 128.0 Optimum Moisture "\l\ ~ Content. % 10.0 11. 0 10.0 1,\ l'\: ~ SAMPLE LOCATION 1 TlY!' 1.0 rll.NYON B ..IlVl 2 CUT LOTS 123-128 3 CUT LOTS 90-98 I I MOISTURE CONTENT. % !,\:~1 800--'O""-'O""-"--"--1.LO..;.;.;.;;;...;.;;;.;;.;;..;..;.;;..;:;.;;;20.;..;..;..;;;.:,.;..:..:...;.;:......&.."--30"--.l.-..I.-.~~40 LABORATORY COMPACTION 57 70 A TEST METHOD: _A_S_T_M_D_~ __ 5 __ _ LABORATORY COMPACTION TEST Fill SUITABILITY TESTS WOODRIDGE PHASE II, UNIT 2 DRAWN BY: ch I CHECKED BY:~!ROJECT NO: S92072-FC02 1 DATE: 4/13/81 .. 1 FIGURE NO: 1 WT 3/30/81WOOOWARD-CLYDE CONSULTA"~~~~ " 150 14 0 13 0 120 110 100 90 PLASTICITY CHARACTERISTICS 4 liquid Limit, % - PlastICIty Index, % NP Classification by Unified Soil SM Classification System \ [\ i\ \ 1\ ZERO AIR VOIDS CURVES 1\ 1\ ' \" 2.80 SG I \ 1\ \ 2.70 SG ! V \ :\ 2.60 SG , : \ i\ \ \ 2.50 SG ! \i\ 1\ \ ! I \ \ \ f\ i ;\ :\ \ i i :\J \ 1\ I ; i i\ \ 1\ I : \ 1\ \ : 6, / 0\i\ ~ f ! f\.\ \ \ / . 51 / ./ ~~\ \\ .,- :/./ ~\' \1\ ~ ://. !~ ,\ r\\ 4-4 , \~\\ \ 1\ ~ '\' :\ ~\ = ! , t? i \\ \ r\ u.J : ~ I , I \ 1\ ~ l-I Z J i 1\' \ ~ ;:j ~ j \ \ >-I 1\ c: i [\ \ [\ 0 5 44 27 SC 6 34 18 SC 100 ~ 80 ~ ~60 I- ffi 40 (,) c: ~ 2 o o -....; I I I f SILT & CLAY t\ \\ \ 4 \'\ \ ~\ '\\ 6 :-" 5' " "' .~ I I I I r-~, 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANAL YSIS DIRECT SH EAR TEST DATA 4 5 Dry Density, pet Initial Water Content, % Final Water Content, % Apparent Co hesion, pst Apparent Fri ction Angle, degrees SWELL TES T DATA 4 5 6 Initial Dry D ensity, pet 109 III ,114 Initial Water Content, % 11 11 10 Final Dry De nsity, pet 109 108 112 Final Water C ontent, % 15 18 16 I I '\ \. f\' f-Load, pst 1\ [\' \\ 160 160 160 ! i Swell, percen t .01 3.1 1.5 ! I 1\\ .\ f\ : \ ,\ f\' I f\. f\ 1\.\ I r\ \ f\ SAMPLE LOCATION Maximum Dry 4 5 6 f\.~ .'\ r\. Density, pef 121.0 123.0 126.0 '\ ,\ rY 4 CUT LOTS 36-39 5 LOTS 42 & 43 Optimum Moisture '\ l\: ~ 11.0 10.5 10.0 r" ~ ~ 6 BUTTRESS CUT W. OF Content, % I I MOISTURE CONTENT, % 10 20 30 LABORATORY COMPACTION TEST i\ t\.. ., LOTS 130-139 40 LABORATORY COMPACTION, 57 70 A TEST METHOD: _A_S_T_M __ Dl.-,5------- FILL SUITABILITY TESTS WOODRIDGE PHASE II, UNIT 2 DRAWN BY: ch I CHECKED BY: ,r\Ul...J PROJECT NO: 592072-FC02 I DATE: 4/13/81 I FIGURE NO: 2 WT 3/30/81 WOOOWARO·CL YOe CONSULTANTS '. 150 14 0 130 120 110 100 90 PLASTICITY CHARACTERISTICS 7 liquid Limit. % - Plasticity Index. % NP Classification by Unified Soil Classl flcatlon System SM ~ \ ~ \ 1\ ZERO AIR VOIDS CURVES 1\ 1\ \ ,2.aOSG I \ 1\ \ 2.70 SG I , \:\ 2.60 SG i , \ 1\ \ 2.50 SG , j \,\1\ I \ \ \ f\ I :\ i\ \ I I I \ [\ i i\_ ~ t\ 1\ . /i ~\ , /i \ R\ \ \ ! I / I ~ \\ , r , \ \ \ , R 1\ \ \ ! ,\ \' \ r---+--'\ '\ \ :::: , i (.? , \\ \ \ w 1 ! =: i i I \ 1\ ,\ I- Z I i \' '\ t\ , ::::> '\ 1\ > i : i 1\ a:: I \' '\ 1\ 0 1--... ; I I \ \ f\' i I I /\ 1\' T 1\\ I \ i 1 Maximum Dry 7 Density. pef 128.5 Optimum Moisture Content. % 9.5 I MOISTURE CONTENT. % 10 20 ~\ .\ ,\ '\ ~ f...!i!l~:!:4-.....-!~::--l SIlT & CLAY 100 ~ ao ~ ~ 60 Q. I-~ 40 U a:: l:e 2 o o I I I ..... " \ \ \ \ \ '- ............... I I I --. 1 000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE. mm MECHANICAL ANAL YSIS DIRECT SH EAR TEST DATA 7 Dry Density. pet Initial Water Content, % ~------~--~~---+----~ ontent, % Final Water C Apparent Co hesion, psf Apparent Fri etion Angle, degrees SWelL TES T DATA 7 Initial Dry De nsity, pef 115 Initial Water Content, % 9 Final Dry De nsity, pef llS Final Water C ontent, % 14 I-Load. psf 160 Swell. percent 0.4 1\ 1\.\ 1\' r\.\ '\. r\.\ l\. SAMPLE LOCATION ,\ .'\: ~ '\ ,,\ ~" 7 BUTTRESS LOTS 130-139 '\ l'\: " I'\. " ~ " \J 30 40 LABORATORY COMPACTION LABORATORY COMPACTION TEST TEST METHOD: ASTM D 1557 70 A FILL SUITABILITY TESTS WOODRIDGE PHASE II, UNIT 2 DRAWN BY: I CHECKED BY:;~ PROJECT NO: S92072-FC02 I DATE: 4/13/81 I FIGURE NO: 3 WT 3/30/81 WOODWA~D·CLYOE CONSULTANTS " 150 14 0 13 0 120 110 100 90 PLASTICITY CHARACTERISTICS 1 liquId limit, % 27 Plasticity Index, % 6 ClassificatIon by Unified Soil ~M-SC ClassificatIon System \ \ \ '\ ZERO AIR VOIDS CURVES \ \ 2.80SG \ \ \ 2.70SG , \l\ 2.60 SG , I \ i\ , \ 2.50 SG \ 1\ ' , \ 1\ \ ~ , \ \ 1\ !\ \ 1\ \ 1\ \ 3 ; !I' ,.\ \ 1\ ! 1/ / \\ \\ \ 11 ;/ / \.\ 1\\ -,.. ( I ........ f\\' '\ r\ U !/ \\ \\ \\ a. 2 I \\ \ \ i\ l-I/ \\ \ i\\ J: <.:) A '\\ '\ ~ w ~ I \ \1\ I- Z 1\\ \ r\ ::l \ \ r-.\ >-a:: ! 1\ 1\\ [\ 0 I 2 33 15 SC • 3 r~:=+~:=';r--f-l SILT & ·CLAY 28 10 SC 100 ~ 80 ~ «60 0- f-~ 40 u a:: ~ 2 o o '" 3 i I I I ....... t\. I\. \ \\ \ 2 \ \ \ ,\ \ \ '\.\ ' ... ........... " r I. 1 000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS DIRECT SH EAR TEST DATA 1 3 Dry Density, pet Initial Water Content, % Final Water C ontent, % Apparent Co hesion, psf Apparent Fri ction Angle, degrees SWELL TES T DATA 1 2 3 Initial Dry De nsity, pet 107 114 Initial Water Content, % 12 10 Final Dry De nsity, pef 100 113 Final Water Content, % 23 14 I \ \ 1\' f-.Load, psf 1\ 1\' 1.\ 160 160 Swell, percent 6.9 0.3 \,\ .\ \. \ .\. " 1"-, ,\ r\. ,'\ 0.. SAMPLE LOCATION Maximum Dry 1 2 3 ,'\ .'\;. r\. Density, pet 123.5 119.5 126.0 , .'\ !'.:F\. Optimum Moisture '\ ~' r'\.' Content, % 10.0 11.5 9.5 ,,\ ~ ~ 1 COR. SITE~ 2 3 ~UTTRESS CUT, S.W. COR. I MOISTURE CONTENT, % i': ,"1 10 20 30 LABORATORY COMPACTION TEST 40 LABORATORY COMPACTION TEST METHOD: ASTM 0 1557 70 A:.. FILL SUITABILITY TESTS PUEBLO DEL ORO DRAWN BY: ch CHECKED BY' PROJECT NO: 59331W-FCOI 4 FIGURE NO: . wt 5/13/81 WOODWARD·CLYDECONSULTANTS PLASTICITY CHARACTERISTICS 4 5 6 liquid Limit, % 34 35 46 Plasticity Index, % 17 18 27 ClaSSification by Unified Soil SC Classification System CL CL 150 \\ '\ \ \ \ ZERO AIR VOIDS CURVES \ \ \" 2.80 SG 100 ~ 80 ~ ~60 .... ~ 40 U a: ~ 2 o a • I ~~=+~~r---l SILT & CLAY ~ t-.... \ I, ".-r---6 \ \ 5 \ \ 4 \ \\ "--, ~ ~ ~ , ............. ...., I I \ \ 2.70 SG 1000 100 10 1.0 0.1 0.01 0.001 14 0 13 0 120 110 100 90 \ \ ~ 2.60 SG \ 1\ \ 2.50 SG GRAIN SIZE, mm MECHANICAL ANAL YSIS \ \ i\ \ \ r\ I 1\ [\ \ \ \ \ DIRECT SH I \ 1\ \ I \. ~ \ Dry Density, , I 1/ ~ \ Initial Water 4 ! 1\ ~ \ \ Final Water I i if /\"\ \\ Apparent Co ! I I i\~ \ '\ Apparent Fri EAR TEST DATA pet Content, % Content, % hesion, pst ction Angle, degrees 4 5 -- -.,.. -- - - -- -1 .Ii \ r\ \\ u u.L. '-/: W \ \ a. 1-" .\ i\ \\ :.::: I <.::l i V rx' \ SWELL TES w \ T DATA 4 5 3: 6 I '\ \ \ Initial Dry De I- z 1/ \' '\ i\ Initial Water ::J '\ 1\ >-1\ Final Dry De nsity, pct Content, % nsity, pet 114 1,11 10 13 111 106 a: ! \' \ 1\ 0 Final Water C ontent, % 17 21 I I \ \ f\ I-Load, psf 160 160 1\ 1\' ... \ Swell, percen t 2.7 4.8 1\\ ,\ r\ \ ,\ [\\ '\ \. r\.\ '\. :\.'\ l\. SAMPLE LOCAT ION Maximum Dry 4 5 6 ~'\ l'\ " Density, pef 126.5 122.0 114.5 '\ ,,\ '" 4 HOSP. WAY BUTTRESS !=:TDF. LOT 10 Optimum Moisture '\ " ~, 10.0 12.5 15.0 " " ~ LOT 11 Content. % I I MOISTURE CONTENT, % 10 20 30 LABORATORY COMPACTION TEST '" ~"1 40 LABORATORY C TEST METHOD: FILL SUITABILITY TESTS PUEBLO DEL ORO OMPACTION ASTM 0 1552 IFIQURE NO: 6 - -- - - 6 102 16 94 29 160 9.2 2Q A 2 DRAWN BY: ch CHECKED By:rt\(. PROJECT NO: ' 59331W-FC01 DATE: 5/14/81 wt 5/14/81 WOODWARD· Cl vile CONsulTANTS - -- ~ .. ~--. -----..-----I~ .~ .. ." " .< , • S.D.C.o, 'j. - I : ii' ,~ .. /';PRWATE STREETS / . , .' , . \. :.~ ~/ d.l fl'1'