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HomeMy WebLinkAboutCT 81-06B; POINSETTIA VILLAGE; R-VALUE TEST RESULTS; 1984-08-143467 Kurtz Street San Diego, California 92110 VVoodiwaIyde Conátii (Pl (619) 224-2911 August 14, 1984 Project No. 54168J-FC01 Mr. Michael B. Jewett General Contractor 2455 Garfield Street Carlsbad, CA 92008 TEST RESULTS AVENIDA ENCINAS CARLSBAD TRACT 81-6 CARLSBAD, CALIFORNIA Gentlemen: RCEIVJD AUG 15 1984 CITY OF CARLSBAD ENGINEERING DEPARTMENT Attached are results of R-value tests performed by Testing Engineers - San Diego on samples taken from the subject project. Very truly yours, WOODWARD-CLYDE CONS LTANTS 4 Joseph G. Kocherhans R.E. 23060 JGK/DT/ks Attachments (4) Consulting Engineers. Geologists and Environmental Scientists Offices in Other Principal Cities Mr FORM 6 Testing Engineers—San Diego 3467 Kurtz St.,P0 Box 80985 San Diego, Ca 92138 (619) 225-9641 '•J 7$I 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 LABORATORY NUMBER 5D84-1838 REPORT OF SOIL TESTS DATE August 9. 1984 JOB DATA: Job No. 1285 PROJECT Carlsbad Track 81-6 - 54168J-FC01 CLIENT Woodward/Clyde Consultants 3467 Kurtz Street San Diego, California 92110 R-VALUE DATA A B C D COMPACTOR PRESS - PS_I. 350 350 350 MOIST @ COMPACTION -% 8.1 8.5 8.9 DENSITY- #/CU.FT. 126.9 128.7 127.2 R-VALUE - STABILOMETER 83 77 68 Exuo. PRESSURE P.S.I. 660 280 160 STAB. THICK - FEET 0.24 0.33 0.46 EXPAN. PRESS. THICK-FEET 0.03 0 0 T. I. (ASSUMED) -- w z BY STAB. @ 300 P5.1. EXUD. 78 Li BY EXPANSION PRESSURE = AT EQUILIBRIUM = 78 SAMPLE DATA: Material submitted to the laboratory on 8/1/84, identified as SIN R-1, Avenida Encinas, station 1+00. BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD % OF INCHES P.S.I. 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 ......................... OPTIMUM DRY DENSITY, LBS.fCU. FT PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX SAND EQUIVALENT REPORTED To: 1) Woodward/Clyde Consultants TESTING ENGINEERS -SAN DIEGO REVIEWED BY ~A_ .E. li34 545 William JDeBe WJD:lw JOB DATA Job No.1285 PROJECT Carlsbad Track 81-6 - #54168J-FCO1 CLIENT: Woodward/Clyde Consultants 3467 Kurtz Street San Diego, California 92110 SAMPLE DATA: Material submittE to the laboratory on 8/1/84, identified as S/N R-2, Avenida Encinas, station 6+00. FORM 6 J % % Testing Engineers—San Diego 4 I 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 4 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 * LABORATORY NUMBER SD841839 REPORT OF SOIL TESTS DATE August 9. 1984 BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD %OF INCHES P.S.I. P.S.I. STANDARD 0.1 1000 0.2 1500 0.3 1900 0.4 2300 0.5 2600 MOISTURE AFTER SOAKING .................... EXPANSION ............................... R-VALUE DATA A B C D COMPACTOR PRESS - P.S.I. 350 350 350 MOIST s COMPACTION ' 9.9 10.3 10.6 DENSITY - #/Cu. FT. 123.1 122.5 122.5 R-VALUE - STABILOMETER 80 76 73 EXUD. PRESSURE - P.S.I. 530 300 230 STAB. THICK - FEET 0.29 0.34 0.39 EXPAN. PRESS. THICK-FEET 0.03 0 0 T. I. (ASSUMED) = -- Li z BY STAB. @ 300 P.S.!. EXUD. = 76 W BY EXPANSION PRESSURE = AT EQUILIBRIUM = 76 COMPACTION TEST: METHOD - CALIFORNIA BEARING OPTIMUM MOISTURE ......................... OPTIMUM DRY DENSITY. LBS/CU. FT............... PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX SAND EQUIVALENT = REPORTED To: 1) Woodward/Clyde Consultants TESTING ENGINEERS - SAN DIEGO REVIEWED BY WJD:lw William J.,éBerryr.C.E. #34545 FORMS s S i Testing Engineers—San Diego 3467 Kurtz St, P0 Box 80985 San Diego Ca 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 LABORATORY NUMBER 1. 5D84-1840 REPORT OF SOIL TESTS DATE August 9, 1984 JOB DATA: Job No. 1285 SAMPLE DATA: Material subrnittec to the laboratory on 8/1/84, PROJECT: Carlsbad Track 81-6 - #54168J-FC01 identified as SIN R-3, Avenida Encinas, station 11+25. CLIENT: Woodward/Clyde Consultants 3467 Kurtz Street San Diego, California 92110 R-VALUE DATA A B C D COMPACTOR PRESS - P.S.I. 350 350 350 MOIST @ COMPACTION -% 12.1 11.6 11.3 DENSITY - #JCu. FT. 117.9 118.9 1 119.6 R-VALUE - STABILOMETER 77 77 80 Exuo. PRESSURE - P.S.I. 260 300 590 STAB. THICK - FEET 0.33 0.33 0.29 EXPAN. PRESS. THICK-FEET 0 0 0.03 T. I. (ASSUMED) = -- w = BY STAB. @ 300 PSI. EXUD.77 1.1 > BY EXPANSION PRESSURE cd AT EQUILIBRIUM = 77 BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD %OF INCHES P.S.I. PSI. 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 ......................... OPTIMUM DRY DENSITY. LBS/CU. Fr PLASTIC CHARACTERISTICS: LIQUID LIMIT - PLASTIC LIMIT - PLASTICITY INDEX - SAND EQUIVALENT = REPORTED To: 1) Woodward/Clyde Consultants TESTING ENGINEERS -SAN DIEGO REVIEWED BY WJD:lw William J. 12Berry4.C.E. /34545 FORM 6 7 Testing Engineers—San Diego 1 11, Po 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B Oceanside, Ca 92054 (619) 758-3730 LABORATORY NUMBER SD84-1841 REPORT OF SOIL TESTS DATE August 9, 1984 JOB DATA: lob No. 1285 SAMPLE DATA: Material subrnitte to the laboratory on 8/1/84, PROJECT: Carlsbad Track 81-6 - #54168J-FC01, identified as SIN R-4, Avenida Encirias, station 16+00. CLIENT: Woodward/Clyde Consultants 3467 Kurtz Street San Diego, California 92110 R-VALUE DATA BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD INCHES P.S.I. P.S.I. - 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 ......................... OPTIMUM DRY DENSITY. LBS./CU. FT Z 45 W BY STAB. @ 300 RS.I. EXUD = PLASTIC CHARACTERISTICS: W > BY EXPANSION PRESSURE LIQUID LIMIT = -- PLASTIC LIMIT AT EQUILIBRIUM = PLASTICITY INDEX SAND EQUIVALENT = REPORTED TO: 1) Woodward/Clyde Consultants TESTING ENGINEERS-SAN DIEGO REVIEWED BY WJD:lw William J. Derry,-T.E. #34545 A B C = D COMPACTOR PRESS - P.S.I. 350 350 350 MOIST @ COMPACTION -% 10.3 10.8 11.2 DENSITY- #/Cu. FT. 124.4 125.6 123.8 R-VALUE - STABILOMETER 59 45 35 EXUD. PRESSURE - P.S.). 340 300 260 STAB.THICK - FEET 0.59 0.79 0.93 EXPAN. PRESS. THICK-FEET 0.07 - 0.07 0 T. I. (ASSUMED) = -- % OF STANDARD FORM 6 I$JJ1 i Testing ngineers—San Diego 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 LABORATORY NUMBER SD84-1842 REPORT OF SOIL TESTS DATE August 9, 1984 JOB DATA: Job No. 1285 SAMPLE DATA: Material submitted to the laboratory on 8/1/84, PROJECT: Carlsbad Track 81-6 - #54168J-FC01 identified as S/N R-5, Avenida Encinas, station 21+25. CLIENT: Woodward/Clyde Consultants 3467 Kurtz Street San Diego, California 92110 BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD %OF INCHES P.S.I. P.S.I. STANDARD 0.1 1000 0.2 1500 0.3 1900 0.4 2300 0.5 2600 MOISTURE AFTER SOAKING .................... EXPANSION ............................... R-VALUE DATA A B C D COMPACTOR PRESS - P.S.I. 350 350 350 MOIST @ COMPACTION -% 9.1 9.9 10.8 DENSITY• #/Cu. FT. 125.1 125.1 123.7 R-VALUE - STABILOMETER 82 76 58 Exuo. PRESSURE - P.S.I. 620 300 180 STAB.THICK - FEET 0.26 0.34 0.60 EXPAN. PRESS. THICK-FEET 0 0 0 T. I. (ASSUMED) w BY STAB. © 300 P.S.I. EXUD. = 76 (n . W BY EXPANSION PRESSURE = AT EQUILIBRIUM m 76 COMPACTION TEST: METHOD - CALIFORNIA BEARING OPTIMUM MOISTURE .........................% OPTIMUM DRY DENSITY. LBS./CU. FT............... PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX - SAND EQUIVALENT = REPORTED To: 1) Woodward/Clyde Consultants WJD:lw TESTING ENGINEERS - SAN DIEGO REVIEWED BY , "~ ~" ~ ~Z~ ~ Al ~ ~ ~_" - - Willim J )eBer R.C.E. #34545