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Mercantile-LR031016 (2)
0CT.2:0.20~32: ll:44AH REEP EH[}IHEERIH(} 214 350 O©l'd H0,677 P,9/17 REPORT OF FIELD DENSITY TESTS Mercantile Office Beltline Road and Denton Tap Road Coppel~, Texas REPORTED TO: Mercantile Partners 722 S. Denton Tap Road, Suite 230 Coppell, Texas 75019 ATTN: Mr. Grog Yancey CONTRACTOR: Pacific Builders REPORT NO, 8 REPORT DATE: 10-16-03 REG PROJECT NO. 10458 TECHNICIAN: G. Ortiz PAGE: 1 of 1 Proctor! ASTM No. j Standard 1 D-698 2 D-698 3 D-698 4 D 698 Description Dark brown day Brown clay w/gravel Brawn clay w/gravel Yellowish brown clayey sand Optimum Maximum Mo sture, % Density, PCF 22.2 96.7 14.8 112.0 17.9 106.6 12,6 112.9 Test Date Location 26 09-17-03 Sanitary Line SS-l: STA 27 Sanitary Line SS-l: STA 28 Sanitary Line SS-l: STA 29 Sanitary Line SS-2: STA 30 09-1~ 03 Sanitary Line; STA 1+10 31 Sanitary Line: STA 1+20 32 Sanitary Line SS-2: 30'N, 15'W(1) 33 Sanitary Line SS-2: 31'N, 15'W(1 ) 34 Water Line: 35'N, 35'E(1) 35 Water Line: 35'N, 36'E(1) 36 Storm Line: 35'N, 50'E(1) 37 Storm Line: 140'N, 190'E(1 ) Depth Below I Field Field Final S. G. Density Moisture (feet) (pcf)_. (%) 5.0 93.4 26.5 4.O 93.9 25.6 3.0 94,3 25.3 3,0 103.2 20,9 2O 93,3 26.0 1.0 94.1 25,1 2,0 103.1 21.4 1,0 102,6 21.8 2.O 92.6 26.9 1.0 93,4 25.8 1,0 102.6 21.7 1.0 93.1 26.3 Pr~l~t°r 1 96.5 1 97.1 1 97.5 3 96.8 1 96.4 1 97,3 3 96.7 3 96.2 1 95,7 1 96.5 3 96.2 1 96,2 Comments: Where tested, materials were in compliance with project specifications. Footnote; (1) Measurements referenced from N.W, building corner. Mall Distribution: (1) Henkel Engineering/Mr. Terry Henkel (1) Pacific Builders/Mr. Darryl Miller Extranet Distribution: (1) Mercantile Partners/Mr. Grog Yancey Submitted by: REED ENGINEERING GROUP, LTD. Keith E. Atkins Manager, CMT BWtcn