Loading...
Mercantile-LR0310030,_]. -'O. 2%'U3 11: 44Hr'1 REEL) EN,.Ir'4EERINQ 214 35u R~319 H0.,577 P. 8/17 REPORT OF FIELD DENSITY TESTS Mercantile Office Beltline Road and Denton Tap Road Coppell, Texas REPORTED TO: Mercantile Partners 722 S. Denton Tap Road, Suite 230 Coppell, Texas 75019 ATTN: Mr. Grog Yancey CONTRACTOR: Pacific Buitders REPORT NO, 7 REPORT DATE: 10-03-03 REG PROJECT NO. 10458 TECHNICIAN: G~ Ortiz PAGE: I of 1 Proctor ! ASTM No. I, Standard 1 D-698 2 D-698 3 D-698 4 D-698 Description Dark brown clay Brown clay w/gravel Brown clay w/gravel Yellowish brown clayey, sand Optimum Maximum Mo sture, % Den.sit¥, PCF 22,2 96.7 14.8 112.0 17.9 106,6 !2,6 112.9 Test ! No. ~1 Date Location 15 09-08-03 Bid9 Pad: 75'S, 125'E(1) i 19 i 21 22 23 24 25 Bldg Pad: 76'S, 125'E(1) Bldg Pad: 15'S, 120'E(1) Bldg Pad: 16'S, 120'E(1) Bid§ Pad; 15'S, 30'E(1) Bldg Pad: 16'S, 30'E(1) Btdg Pad: 80'S, 40'E(1) Bid9 Pad: 81'S, 43'E(1) Depth J Below Field FinalS, G. Density (feet) (pc0 1,0 93.7 0.0 108.7 1.0 94.t 0,0 109.1 1,0 93.5 0.0 1083 1.0 94.4 0.0 110,6 Field Moisture Proctor Compaction (%) ID Leve_l (%) 26.6 1 96.8 15.5 4 96.2 ~3.5 1 97,3 14.1 4 96,6 26.3 1 96.4 14.7 4 95.9 25.3 1 97,6 11.5 4 97,9 Comments: Where tested, materials were in compliance with project specifications, Footnote: (1) Measurements referenced from building corner. Malt Distribution: (1) Henkel En§ineering/Mr, Terry Henkel (1) Pacific Builders/Mr, Darryl Miller Submitted REED ENGINEERING GROUP, LTD. Extranet Distribution: (!) Mercantile Partners/Mr. Grog Yancey ,Ueer2~ Keith E, Atkins Manager, CMT BW/cn