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HomeMy WebLinkAbout3466; OLIVENHAIN RD WIDENING & REALIGNMENT; COMPACTION CURVES 1997 & 1998; 1998-03-10150 145 140 135 CL 130 > 0 125 120 0 - COMPACTION CURVES DATE: 3-10-1998 PROJECT NO.: 70341 .50396.10 PROJECT: '01 ivenhein Rd., Carlsbad Test specification: ASTM D 1557-91 Procedure C, Modified - 100% SATURATION CURVES - FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 - - - - - 10 15 Moisture content. % :2.! = - - - - - - - - - - - = - Al X - - - - - - - - - - I - -- -- -- - - - - - - - - - - - 115 5 - NO. I LOCATION AND DESCRIPTION REMARKS 8 01 ivenhein Rd. agg. base/#8525 Aggregate Base - NO. LL P1 NAT. MOIST 7.< No. 200 MAX. DRY DEN. OPT. MOIST. • 8 _______ _______ ____________ 140.8 pcf 6.3% - - LAW/CRANDALL Figure No. 8525 • • m • • ,• • - s - I • -. -. -, -- -. -. S ••UUUIUUUI••UI•IUU•L U•S•U•RU•K1&'• UU••U UUImik UUU•V1U•&UI u•auuuiuua I DESCRIPTION MIN I: I- I • Figu re No, Sd 6860 229 8T9 Nd8T:TØ LE S1 3U a •• • - a - • - - . - - a auuu•u•ii u•uuuuvii suai•muui.ii IU••SIk1L uuauauin't UUUI1IUUU•L U .....u......ua'k IIIU1RlIURRlIk1L U.•1.UU•UUU.tk1I UUiIlUlIiiUiiIIkS u•auu•uuuu•uuuuuauuuiiu a LOCATION AND DESCRIPTION ~Brown clayey sand w/ gravel and asphalt $Q of existing sewer MH Ioll ______________________________ I I 127.0 pcf U I -- I Pd 6860 2a9 6T9 Nd8T:TO L6 ST 3U ' • •• - S • ••. I • • • - - • - -. . .. • - ••UUUU••UIIL U•UuuuUU•Lik •••UU•UU••UIL•UII& RU••II••UU••••UUUUIII, •••UUUUUI•••UUUUL U••U••U•••••au•••• I : LOCATION ADESCRIPTION M7,77M= 1111101mQnhole 'p - • • S I I OMISSION • I 1011111111 111101 LAW/CRANDALL Figure No. lob Ed E8E0 229 6T9 WdZT: TO LE £1 DJa