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HomeMy WebLinkAbout8-84; BALI HAI TERRACE; SOIL COMPACTION TESTS; 1961-07-18- II * - • _ii3 A Z - o'2_ Oceanside 4 July 18, 1961 Kainar Construction Company - RE SMc 2-1473 3802 Adams Street Bali Hai Terrace Carlsbad, California Carlsbad, California SUBJECT Soils CQmpactton Tests on Sewer and Waterline Backfill & Street Gentlemen- This report covers our soils compaction tests on roads, and sewer and water- - -. - line backfill with the Bali Hai Terrace subdivision, Carlsbad, California. I - • - _:-- - The material tested conBisted of a reddish brown sandy soil which was placed in accordance with standard procedure, and in-place fill of not less than 95% A S T.M D-1557-58T standard was.,achieved * LII i Basic nfor-matión is listèa-onthe following enclosures under STABILITY OF SOILS /and REPORT OF FIELD DENSITY TESTS Respctfully submitted, \\ /7STE'SON, STRAJSS & DRSSELHAUS, INC AdLO2Q9 /4 J2~24CW4 ONALD F. DRESSELHAUS R.C.E 7604 DFD EBS lc I cc City f Carlsbad 1! 7 - -. •-••- -- • - - • - -.- _-- - - •1 ' - •- - •• I_••- 4 4 - 4. .•-44•_ - . - 4 1. - 4---- . •44 4 4 -. - 4 - -• %_ .4 . - It. .:-: - 4 - 4 - - • . 4- -, - 4 * 4-- - • • • - 4 4 •:- -• i! S Z- Con t Kamar Construction Company RE: SMc 2-1473 3802 Adams Street Hibiscus Circle Carlsbad, California Soils Compaction Tests, on Sewer & Water Back- fill & Street REPORT OF FIELD DENSITY TESTS Date & Depth Test No. Ft. Location 7- 17%urface - Sta-0150t Water Trench Backfill 2 9Surface Sta. l+ lOt, Sewer Trench Backfill 3 Surface Sta 01-80±, lO'tEly. of Wly. Curb 4 Surface Sta 326 ± Sewer Trench backfill 5 Surface Sta 3+30i Water Trench D Backfill 6 Surface Sta 5+551-, Sewer Trench Backfill 7 urface Sta. 5+60, Sewer Trench Backfill 8 Surface Sta N/ly 818e of Cul-de-sac Road Respecfully submitted STETSON, STRAUSS & DRESSELHAUS, INC. .DFD: EBS : Ic I • Field Lab Moisture Density Density Compaction 6.5 129.4 128.7 101.0 6.5 126.0 128.7 98.0 6.5 130.0 128.7 102.5 5.8 131.0 128.7 102.0 6.4 123.8 128.7 96.3 5.1 130.1 128.7 101.0 5.0 129.1 128.7 100.6 6.0 126.4 128.7 97 6 S1•9jJ. 3.- U LO Ill 1 44 _____ _ [j . 4)f 4$ 4o goo .44 As os -I --/ I MbISTUREDISIrX'CUVE ;:.. . - A O STM, D-1557--58T - /30 *O thi iüD j t7 17. #T/'Cu FtT - . .. 'Optimum Moisture ig..0 r . H Optimum Density 1,29.7 #/Cu.-Ft. - Optimum Moisture93%t )_Optimum Denstty 116.5 #/Cu. Ft. Optimum Moisture- 9.5 .76 0. / ::/ .. .. .\ .. .r :::... ....... / -\- - .• /..:\ .., \. .. .................IV-... .....---.-- ............. V / V / \ \ Kamar Ccnstrution company \.L1...:.Ij. __.H S . Stetson, Strauss & 'CIO \ Ciwl and Consulting Engiiieers 58 South Hil1Street.- Oceanside, Califonia :4 ...L-.L.. :.-4 J V V /5 - - .. . . PERCENT MOISTURE ... . . . -: .........- •VV DONALD.F DRESSELHAUS i R.C,E07O4 -V *.V.EK Cl .11 41,0 0 01' II)K I K 9011* 1*.. 9 .' *10 I*.. 9*0*. Kr*I14iVCr) I.. 0 ? 1 OK CC FVYK'K1 iFCI.*K*C V hbEI Q*(