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3188; COLLEGE BLVD EXTENSTION; PHYSICAL PROPERTIES OF SOILS & AGGREGATES; 1987-12-07
__ •) Jill Testing Engineers-San Diego A Division of United States Testing Company, Inc. Ic- r 3467 kurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 1 2956 Industry Street, Oceanside, California 92054 (6.19) 757-0248 PHYSICAL PROPERTIES OF SOILS & AGGREGATES LABORATORY REPORT -r- Client CITY OF CARLSBAD ' ',,.. - . . Job No. 5259 2075 Las Palmas Dr. ' . ' . . . S , Lab No. SD87-996 Carlsbad CA 920094859 . . . Date of Report 12/7/87 Project' College Blvd. Improvements Project No. 3188 Location Carlsbad, Ca. Sampled by TESD Date 8/17/87 Type of Material Class II Base Submitted by TESD ' Date 8/17/87 Source of Material On site Materials Location Sampled various locations q ipvp Anmlucic AcTM (!1- Sieve Size S Passing Accumulative 'Specification - 3" 100 . ,100. I" gg 3/4 ' 95 90-100 76 316" 66 ItIc. 4 ' 45 3555 8 ' 69 16 48 30 , 36 * 10-30 so 29 100 19 200 11.8* 2-9 Specification Data/Comments Tr _qt Andnrdc nrp ATM iin1c ,rh,-w4p nnt pti Test Result Specificatión TEST STD 'Durability Index-Coarse 66 35 Mm.. Durability-Index-Fine 33 35 Mm. Resistance To. , Abrasion . Sand ' 3.7 C131- Grading Clay 11.2 % Wear. ' rev. C535-. Grading S Wear. 1000 rev. ' Fractured Faces S by wt/cnt Liquid Llmit/Plssticity-Index /' / 0424 Cleanness Value . Calif 227- Sand Equivalent Value 31 22 Mm. Calif 217- Resistance "R" Value Calif 301 Moisture Density Relations ' Max Dry Dens ity.pcf. ' . 0 0698- 0 01557- 0 AASHTO T99- 0 ALSHTO 1180 - Optimum Moisture. 5 Method Specific Gravity ___________ Absorption. S 0 C127- 0 CUB- Bulk (Dry) Bulk (SSD) ' Apparent Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book). *- Falls outside of specified limits. Is /5C I t —yo f IC —ar lb!J 1) N"B'S7Lowry Testing Engineers--San Diego Reviewed by: Steven P. Kobff North County Branch Manager -J/ MKVS Testing Engineers—San Diego : A Division of United States Testing Company, Inc. I 3467 Kurtz St,PO 8ox80985, San Diego, Ca k138(61'9)225-9641 1 J 2956 Industry Street, Oceanside, California 92054 (619) 757 -0248 PHYSICAL PROPERTIES OF SOI.LS,& AREGAThS .1 LABORATORY RE'P&R'L4Li1 V .ki.LD Client CITY OF CARLSBAD SEP 1 . No 5259 2075 Las Palmas •Dr., •. T 'db No. Carlsbad CA .920094859. Date of Report 9-4-87 .-MUNICIPAL , 5 Attn: Pat Ent Nezari DIVISIO JECTS Project College Blvd. Improvements Project-3188 S Lc:azion Carlsbad, CA Spledby TESD Date - 8/28/87 Type of Material Clas II Base - Submitted by TESD Date 8/28/87 Erce of Material On site .• LoctionSampled. Station 50+55 W/.B lane (S/B.-lane) 2nd Lift S ;Pvp An2lvsis. ASTM C136- Test Standards are ASTM unless otherwise noted Sieve Sire Acctjulat1ve Speclflcation 100 100 98 90-100 85 S. 72 4 46 • 35-55 E 37 17 10-30 13 7.7 2-9 ;ecificatic Data/Co-4-':ens Test - Reult Specl rice tlon TEST STD Durability -Index Course 5 4, 35. in. Cl2- Durability -. Index Fine '31 . 35 Min. cc- Re sistance To- Lbra,jon Veer. - rev. C131 - Wear. 5DD rev. - -Grading Wear. rev; S C3 Gra ding Weer. tODD rev. S Fractured Faces by wticnt Liquid LlmlL/Platiclty mccx - ,./ ,/ . D424- Clesnntss Value S S . -. Cal-jr 227- Sand Equivalent Value . 27 - 22 Min Calif 217 eanceR Value 70 -- 7P Mm. Calif 3P1- Mc1ture Density 2tjOfl5 Pax Dry Ded.ity.pCf. . . Q oc- 0 DI- 0 LS-4TD 79c- - 0 S#-4TO flED - Optimum moisture. . XCtnod - - S - - SecjIic rv1ty. - - S • - S 0 CI27' 0 Cl? . sulk (Dry) __E E ISSDF lk . • .rcnt Refers to applicable requirements as listed in the Standard Specifications for Public Works (Green Book) S S- 1) City of Carlsbad • . . • - •: • - - • 1) NBS/Lowry S • -• 5 5 • -- 5- H • 1) South Cbast Asphalt • • Te-sting Engineers--San Diego S • Reviewed by: . • • • S • P Kirk Ammerman S • • - • • • S North County Branch Manager I 4: :' : . •. / 3467 Kurtz Street P 0 Box 8W San Diego CA 92138 (619) 225 9641 - W .2948 Industry SL,Unit B'Oceanside, CA .92054. 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