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HomeMy WebLinkAboutCT 73-18; RANCHO DEL PONDEROSA UNIT 3; SOIL TEST RESULT; 1977-02-04e Testing Engineers· San Diego 3407 KURTZ ST., P.O. BOX B09Brs. SAN' DIEGO. CA Q213B 1Q03 W.EST VISTA WAY. UNIT a" VISTA, CALIFORNIA"Q20B:a (714') 22l'S.Q041 (714) 7"8.3730 '.;=' ==== -_ .... ===-- LABORATORY NUMBER. ' ,SD~2-291 DATE February 4; 1977 ' .. _.- JOB DATA: File 11507" Job 1172-253F SAMPLE DATA: SiN 113, intersection of Las . and Nueces Los Pino's Circ;Le. 'Submitted Rancho del Ponderosa" Unit 1/:3 to the labora.tory on 1/31/77. Woodward-Clyde Consui-tants z~0A,'c/~/I,p" (srJ>5, ,CO~ICAI' 3467' Kurtz Street #7r.e'257 , San Diego, California 92110· -. -"--- " '. R • VAL.UE DATA GRADING ANALYSIS A E!. c 0 : '31 EVE PERCENT PASSING COMPACT-OR PRESS. P.S.I. 350 350 350 SIZE ·As·RcVD. As USED MOIST @ COMPACTION • % 12.3 14.0 13.2 4" DENSITY. #/CU. ";r. 115.8 115.0 ,115.9 3" 'R!VALUE • STABIL.OMETER 82 53 72 2'" ,EXUD. PRES!?URE • P.S.I, ·770 190 350 1" . ,STAB. THICK. FEET 0.25 0.78' 0.40 %" EXPAN. PRESS. THICK. FEET 0.47 Yz" ------. , T. I. (ASSUMED) = 4;5 ;8" " w , BY,STAB. @ 300,P.S.I. EXUp. = 68, Z::J Cl.J :'4 -< ,gj > By EXPANSION PRESSURE = 10 0: "'8 ' . I AT EQUILIBRIUM = #16 SAND EQUiVALENT = .fr30 ...... , DURABILITY ('COARSE) = *,50 DURABILITY (FINE') = "\00' #200 '~EMARKS: (1) Woodward-Clyde Consultants WI.C:kh " -- 68 . 16, LIQUID LIMIT = --'--PLASTIC LIMIT = P. 1 = "TESTING' ENGINEERS-SAN DIEGO' Reviewe4 by' Jl~ <--GJ;;.~~~ William L. ~ochrane, R~E. #24445 E - -, -- - --. - : . " r-------------------------e Testing Engineers· San Diego 3467 KURTZ ST •• P.O. BOX oogers. SAN DIEGO. CA 92130 1903 WEST VISTA WAY. UNIT B, VISTA, CALIFORNIA 02083 • (714) 221MHl41 (714) 7158.3730 . :-.-...:.~":.:: .. =--::-=====-=. ======-=,========-=.=;::::.,=""",.,"===::=====-,==--=====-=-=--=-:=-:':::-=-=-.==----:--;::: .. - LABORATORY NUMBER SD32-29l DATE February 4, 1977 ... -.. _._-----------;----------------------.----------------~'----... JOe !?ATA: File 11507, Job If72-253F Rancho del Ponderosa, ,Unit 113 Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110· SAMPLE DATA: S /N ifo3, inte rsec tion 0 f Las Nueces and Los Pinos Circle. Submitted to the laboratory on 1/31/77" Z ~ l' A,'C,' ~//I, $ , (srJ>5. ,(;fJY'.ERAI /-'1. )f/7rcJ57) '_. __ .=============;=======::::::!====r=================== R • VALUE DATA :...RADING ANALYSIS EVE ,11:E ,n ,4 , .. 8 4 "8 16 :.30 -50 ,tao 200 ~MARKS: PERCENT ·As RcvD. PASSING As USED A c D E COMPACTo/ PRESS. P.S.I. 350 350 350 MOIST @ COMPACTION " % 12.3 14.0 DENSITY. #/C14. FT. 115.9 R,VALUE • STABILOMETER 72 EXUD. PRES~URE • P.S.1. STAB. THICK. FEET Ex PAN. PRESS. THICK. FEET T. I. (ASSUMED)' = z ~ By STAB. @ 300 P.S.I. EXUD. = Cl.J -< I-----------------------~-------------::1> o ci By EXPANSION PRESSURE = AT EQUILIBRIUM = SAND EQUIVALENT = DURABILITY (COARSE) = LIQUID LlMI·T = DURABILITY (FINE) = J PL.ASTIC LIMIT = P. I: = I . ,;. (1) Woodward-,Clyde Consultants .e WI,C :kh '. TESTING ENGINEERS-SAN DIEGO Reviewed by Jl~L. Gjt,w~ William :t. Cochrane, R.E. 4n{~445