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HomeMy WebLinkAboutCT 77-02; WOODRIDGE PHASE I; R-VALUE TESTS; 1980-08-08. -' ~l . __ " 3467 Kurtz Street San Diego. California 92110 714-224-2911 Telex 697-841 - August 8, 1980 • Project No. 59207l-FCOl Broadmoor Homes, Inc. 3911 Sorrento Valley Boulevard Suite B San Diego, California 92111 Attention: Mr. James Henry TEST RESULTS WOODRIDGE PHASE I SAN DIEGO, CALIFORNIA Gentlemen: • Woodward·Clyde Consultants CT77-o :L Attached are results of R-value tests performed by Testing Engineers -san Diego on samples taken from the subject project. Very truly yours, 'NOODWARD-CLYDE CONSULTANTS Richard P. While R.E. 21992 RPW/EHP/rs Attachments (8) Broadmoor Homes, Inc. Consulting Engineers. Geologists and EnVIronmental Scientists Offices in Other Principal Cities FORM 6 JP ~~~i1A:~t1:'"'11 Testing Engineers-San Diego ., ;~W4~¥.~:; l 3467 Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 :;::1~(A1~li8l)/ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-2944 REPORT OF SOIL TESTS DATE August 7, 1980 JOB DATA: File 11507, Job 11592071 FCOI SAMPLE DATA: Submitted to ·the laboratory on August 1, 1980 PROJECT: Woodridge phase I and .identified as SiN 1, Monroe Street, Opp Lot 7. CLIENT: lvoodward-Clyde Consultants 3467 Kurtz Street San Diego, California - R-VALUE DATA BEARING VALUE (SAN DIEGO CITY METHOC) COMPACTED AND SOAKED FOUR DAYS A B C D , :::OMPACTOR PRESS -P'S.I. PENETRATION STANDARD %OF 240 125 350 INCHES P.S.1. P.S.I. STANDARD "'OIST @ COMPACTION .~. 12.5 13.8 11.2 JENSITY' /I/Cu. FT. 122.8 120.5 125.9 ~-VALUE • STABILOMETER 16 7 57 ::XUD. PRESSURE -P.S.I. 330 180 420 5TAB. THICK -FEET 1.20 1.33 0.61' ::XPAN. PRESS. THICK' FEET 0 0 0 T. I. (ASSUMED) = 4.5 w By STAB. @ 300 P.S.I. EXUD. = 13 :J oJ .~ By EXPANSION PRESSURE = -ci AT EQUILIBRIUM = 13 \ND EQUIVALENT = REPORTED To: (1) Woodward-Clyde Consul tants CBO:fh , • 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' SAN DIEGO, REVIEWED BY ~~/t~~ Charles B.-01dsen~ R.E. #9693 " " " '. l~TiY' J Testing Engineers-San Diego :'.:ilkirt/,:-.1 3467KurtzSt., p.o. Box 80985, San Diego, Ca. 92138 (714)225-9641 !;if£{t~'t~~ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM e LABORATORY NUMBER SD35-2945 REPORT OF SOIL TESTS DATE Augus t 7, 1980 JOB DATA: File 41507, Job 41592071 FCOl SAMPLE DATA: Submitted to the laboratory on August 1, 1980 PROJECT: Woodridge Phase I and 'identified as SIN 2, Intersect'ion Monroe Street & CLIENT: Woodward-Clyde Consultants / Hospital Way. 3467 Kurtz Street ,. -San Diego, California R-VALUE DATA BEARING VALUE (SAN DIEGO CITY METHOO) COMPACTED AND SOAKED FOUR DAYS A B C D :OMPACTOR PRESS -P.S.I. 280 350 155 PENETRATION STANDARD %OF. INCHES P.S.1. P.S.I. STANDARD ,",OIST @ COMPACTION' % 11. 9 10.6 13.2 ::>ENSITY' -/Cu. FT. 123.6 125.9 120 .. 1 R-VALUE -STABILOMETER 18 56 9 ::XUD. PRESSURE' P.S.I. 270 350 110 STAB. THICK -FEET 1.18 0.63 1.31 EXPAN. PRESS. THICK·FEET 0 0 0 T. I. (ASSUMED) " 4.5 • III By STAB. @ 300 P'S.I. EXUD. = 24 ':J 1..J :~ By EXPANSION PRESSURE = -Icr AT EQUILIBRIUM " 24 AND EQUIVALENT = REPORTED To: (1) Woodward-Clyde Consultants CBO :fh 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 -SAN DIEGO REVIEWED BY k~~-~ Charles B. Oldsen, R.E •. #9693 % % % . JP _~~t~~{~~~i·.1 Testing Engineers-San Diego . ::.:-W~~;~?;:~,:.~ 3467 Kurtz ~t., P. O. Box ~0985,. San Diepo, ~a. 92138 (714) 225-9641 ~:.:-~;~,~~}.~,'A1; 1903 West Vista Way, Umt B, Vista, Califorma 92083 (714) 758-3730 FORM II LABORATORY NUMBER SD35-2946 REPORT OF SOIL TESTS DATE Aug us t 7, 1980 JOB DATA: File /1507, Job /1592071 FCOl SAMPLE DATA: Submitted to the laboratory on August 1, 1980 PROJECT: Woodridge Phase I and identified as SIN 3, Avenue of the Sky, opp Lot 17. CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California R-VALUE DATA A B C :OMPACTOR PRESS' P.S.I. 130 350 190 .jOIST @I COMPACTION' "-13.2 10.5 12.3 )ENSITY • ;/Cu. FT. 119.4 126.5 121.9 ~'VALUE • STABILOMETER 10 65 17 ~XUD. PRESSURE' P'S.I. 200 750 340 , :;TAB. THICK' FEET 1.29 0.50 1.19 ~XPAN. PRESS. THICK' FEET a 1.87 0.07 T. 1./AssUMED) : 4.5 IIJ By STAB. @ 300 P'S.I. EXUD. : 14 :> oJ ~ By EXPANSION PRESSURE : 41 0: AT EQUILIBRIUM . 14 .ND EOUIVALENT = REPORTED To· (1) Woodward-Clyde Consultants CBO:fh D , - BEARING VAL.UE (SAN DIEGO C,TY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD %OF' INCHES P.S.1. P.S.I. 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: LIOUID LIMIT · PLASTIC LIMIT · PLASTICITY INDEX · TESTING ENGINEERS -SAN DIEGO REVIEWEO BY 1~;1_~ Charles B. 01dsen, R.E. #9693 % % % ;JP FORM 6 .lP e, Testing Engineers-San Diego .,'" ·::.'~§:':f""·i;. w.:<rl i.~~~!~\~~\j~~~' '" '. I , '.'';!!,,:;·:'::<11;. ··f :;Jfi.~:j'I!f .:~. 3467KurtzSt., P.O. aox80985, San Diego, Ca. 92138 (714)225-9641 ,.::jJi::Ji~W:JI 1903 West Vista Way, Unit a, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-2 947 REPORT OF SOIL TESTS DATE August 7, 1980 JOB DATA: File 11507, Job #592071 FC01 SAMPLE DATA: Submitted to the laboratory on August 1, 1980 PROJECT: Woodridge Phase I and identified as SIN 4, Brentwood Ct , opp Lot 28. 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 ::OMPACTOR PRESS -P.S.I. PENETRATION STANDARD %OF 350 95 235 INCHES P.S.I. P.S.r. STANDARD ,fOIST @ COMPACTION' % 11.3 14.0 12.6 JENSITY -/ii/CU. FT. 125.5 118.7 122.3 ~-VALUE -STABILOMETER 35 8 18 =:XUD. PRESSURE -P.S.I. 510 160 410 ;;TAB. THICK -FEET 0.93 1.32 1.18" ::XPAN. PRESS. THICK·FEET 0.20 0 0 T. I. (ASSUMED) = 4.5 W By STAB. @ 300 P.S.r. EXUD. = 12 :J ..J ~ By EXPANSION PRESSURE = -0: AT EQUILIBRIUM a 12 \ND EQUIVALENT = REPORTED To: (1) Woodward-Clyde Consultants CBO:fh " 0.1 1060, 0.2 1500 0.3 1900 0.4 2300 0.5 2600 MOISTURE AFrER 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 -SAN DIEGO REVIEWED BY % %, % -g~fl>~ Charles B. Oldsen, R.E. #9693 • ~~l,71 Testing Engineers-San Diego :')~:~~~~~!: j 3467KurtzSt" p.o. Box 80985, San Diego, Ca. 92138 (714)225-9641 id/i~:$$,;i;1! 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM 15 LABORATORY NUMBER SD35-2948 REPORT OF SOIL TESTS DATE Atigus t 7, 1980 'OB DATA: File 11507, Job 11592071 FC01 SAMPL.E DATA: Submitt.ed to laboratory on August 1, 'ROJECT: Woodridge phase I and identified as SIN 5, .lP the 1980 Intersection Hospital and Brentwo( ::L.IENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California R-VALUE DATA .. A B C 'OMPACTOR PRESS -p.S.1. 350 350 350 iOIST @ COMPACTION -% 11.6 10.2 10.9 JENSITY' II/CU. FT. 125.7 125.7 126.3 :-VALUE -STABIL.OMETER 30 76 62 :XUD. PRI::SSURE -P.S.I. 240 530 310 ;TAB. THICK -FEET 1.00 0.34 0.55 :XPAN. PRESS. THICK' FEET 0 0.33 0 T. I. (ASSUMED) = 4.5 ILl By STAB. @ 300 P'S.I. ExuD. = 60 :J .J ~ By EXPANSION PRESSURE " 77 a: AT EQUILIBRIUM " 60 NO EQUIVALENT = REPORTED To: (1) Woodward-Clyde Consultants CBO:fh D '. Ct. -~ BEARING VALUE: (SAN DIEGO CITY METHOO) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD %OF INCHES P.S.1. P.S.I. 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 LIM~T - PLASTIC LIMIT - PLASTICITY INDEX . TESTING ENGINEERS, SAN DIEGO REVIEWED BY - ~~~~-~ Charles B. Oldsen, R.E. #9693 " " " FORM 6 JP Testing Engineers-San Diego '. 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit a, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-2949 REPORT OF SOIL TESTS DATE August 7, 1980 JOB DATA: File 41507, Job 41592071 FCOl SAMPLE DATA: Submitted to the laboratory on August 1, 1980 PROJECT: Woodridge Phase I and identified as SiN 6, Intersection Hospital Way & CLIENT: Woodward-Clyde Consultants Avenue of the Sky. 3467 Kurtz Street San Diego, California R'VALUE DATA BEARING VALUE (SAN DIEGO CITY METHOD) COMPACTED AND SOAKED FOUR DAYS A B C D :OMPACTOR PRESS' P'S.I. 170 350 330 PENETRATION STANDARD %·OF INCHES P.S.1. P.S.I. STANDARD -10IST @ COMPACTION' % 12.0 10.2 11.1 0.1 1000 0.2 1500 JENSITY' /l/Cu. FT. 122.6 126.4 125.0 0.3 1900 0.4 2300 ~'VALUE • STABILOMETER 9 55 16 0.5 2600 : MOISTURE AFTER SOAKING .••.••••••••••••.••• % ::XUD. PRESSURE' P.S.I. 220 480 290 EXPANSION .••••••••••••••••••••••••..•••• % , 3TAB. THICK' FEET 1.31 0.65 1.20 COMPACTION TEST: ::XPAN. PRESS. THICK·FEET 0 0.10 0 METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (ApPARENT) •.....•••.•••• % T. I. (ASSUMED) = 4.5 OPTIMUM DRY DENSITY. LBs./eu. FT. ( ApPARENT) .. W By STAB. @ 300 P'S.I. EXUD. = 17 :J oJ PLASTIC CHARACTERISTICS: ~ 'By EXPANSION PRESSURE = 0:: -LIQUID LIMlT · AT EQUILIBRIUM " 17 PLASTIC LIMIT · PLASTICITY INDEX · \ND EQUIVALENT = REPORTED To. (1) Woodward-Clyde Consultants TESTING ENGINEERS, SAN DIEGO REVIEWED BY ~~~t1_~ CBO:fh Charle~j""B. Olds.en, R.E. #9£,93 '. ;/#J,P 6,eor/c!' 4,et-7;) ~ tfl/ATe:-72 -Sj"'TEH J't/,Pt Ir{. C,cJiC'. (.& €v,</A UJ&&AJ';¢,.p: /1 Air ) , . " ,. ;::;gF~~(?ZS:CJC? (j,P;A-/ Tt:J <i'(/(f",(//I 'w()t)R,s-;IIZ -;-Pc> l'1r:rl:"rl (;. " -, 8 4,. Zoo .3' . .J'IJ Jt) /0 .1C,tl /0 /.0/ 'I /'1,)-ICl : 12k ,8' /L!c; /CJ ; )1 G l?Z 8 : ItJ 5' /(;0 is 1 z()C! / ~ G/~REcI/~A/ n " ;o! Z " I. Oo Q-=< :;.. .... I, I, P. LJ ;. 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