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3215; LA COSTA AVE WIDENING; COMPACTION CURVES 1998; 1998-12-30
• • • A • -. --• -. - --•- •' - - -. -. -. •. -. - m Uh mkmkml lwkm • - S - ••uuu•uuuu•ii UUlUl•U•U••••UU••LihL mmmmmmmmmmmmmmmmmmmmmmw mmmmmmmmmmmmmmmmmmmmmw mmmmmmmmmmmmmmmmmmmmmMAKE mmmmmmmmmmmmmmmmmmmmmMmmkml mmmmmmmmmmmmmmmmmmmmmmmumn UUU•UUU%UkI UUUU•UUI1Iik ••uuiu••ii ' MMMMMMMMMOWML .u•••uuuruii UUU••UIUI1k& MMMMMMMMMMKOiNi MMMMMMMMMMMkfflllW •••••••••••iRiL ••UUIU•UUUUkU mmmmmmmmmmmm imommmmmmmmmm mmmmmmmmmmKanmmwl- MMMMMMMMMAMMMINUMM ••U•IUi•••UU•• mmmmmmmmmmmmmmmmago mmmmmmmmmmmmmmmmmmus ••••••••.........aiLu •••UI••U•••UU••••ML mmmmmmmmmmmmmmmmmmamm mmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmw I LOCATION AND DESCRIPTION ;BRN SILTY SAND W/SOME CLAY - I I I I I I LAW/CRANDALL Figure No. 9146 135 130 125 120 1 115 L a 110 100 - COMPACTION CURVES ç OV 3 0.1 DATE:11-20-1998 PR0JECTN0: 70341-50396.18 . PROJECT La Co Rd. Widening, City of Carlsbad Test specification: ASTM D 1557-91 Procedure A, Modified - 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 2.7 26 . s-—. .,. VN _ 15 20 25 Moisture content. Z EEEEEL -- --- --------r. - - - - - - - - - - - - - --- - - - - - - = = = 111T11111 - _._.: rr 0 5 10 - NO. LOCATION AND DESCRIPTION . REMARKS La Costa Rd. Widening brn. silty sand Max:# / Lob #9009 - NO. LL P1 NAT. MOIST %> No.4 %< No.200 MAX. DRY DEN. OPT. MOIST. • 9% 120.6 pcf 10.0% LAW/CRANDALL Figure No. 9009 135 130 125 'j120 c 115 110 105 100 0 - COMPACTION CURVES DATE: 720-1998 PROJECT NO.: 70341-5-0396.18 PROJECT: La Costa Road Widening Test specification: ASTM D 1557-91 Procedure B, Modified - 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 2.6 -. - - - Ii_ Rw. 15 20 25 Moisture content, % ------ -ç - - -- - -- - - --- - -- -- - liii 1111111111111111 5 10 NO. I LOCATION AND DESCRIPTION REMARKS I - 13 - La Costa Road Widening dark brown/gray sndy dy native @ sta. 7+50 - NO. LL P1 NAT. MOIST %> 3/8 in %< No. 200 MAX. DRY DEN. OPT. MOIST. 13 1.5% 119.6 pcf 11.2% LAW/CRANDALL Figure No. 13