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Mercantile-LR030908, T sa ZOO3 ll:4_-¥aH ~iEEEi EN,)IHEEFiIr~G 214 3_=,U FJ~19 1,10.F,77 P.4~17 GEOTECHNICAL AND ENVIKOh, ~.NTAL CONSULTANTS REPORT OF LAIBORATORY COMPACTION TEST Mercantile Off]ce Beltline Road and Denton Tap Road Coppell, Texas REPORTED TO: Mercantile Paflne~ 722 $. Denton Tap Road, Suite 230 Coppell, Texas 75019 AT, N: Mr. Grog Yancey REPORT NO, 3 REPORT DATE: 09-08-03 REG PROJECT NO, 10458 SAMPLE DATE: 08-21-03 CONTRACTOR: Pacific Builders Curve NO. 3 Soil Classification Brown clay w/gravel Proctor Type ASTM D-698 107.5 , ........ ~' 106.5 ' ~ o5.5 .. ~ 104.5 ~: 1035 ._ I0~.5 ~ 100.5 99.5 ...... i I . 14.0 16.0 18.0 20.0 22.0 Moisture Content (%) · _ Optimum Maximum Moisture, % Density, pcf ......... 1,7.9 106,6 16,0 1'8.0 20,0 Moisture Content (%) 22.0 Mail Distribution: (1} Henkel Engineering/ Mr. Terry Henkel (1) Pacific Builders/ Mr. Darryl Miller Extranet Distribution: (1) Mercantile Partners/ Mr. Greg Yancey Submitted by: REED ENGINEERING GROUP Keith E. Atkins Manager, C.M.T. KEA/cdl LTD. 24245TJTZ DP · 3LJITE 4CC · DAL.A,S, TX 7~2a$ · '(L121413505600 ,, r,,x [2!4] 35000 9 REPORT OF LABORATORY COMPACTION TEST 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 REPORT NO. 2 REPORT DATE: 09-08-03 REG PROJECT NO. 10458 SAMPLE DATE: 08-21-03 CONTRACTOR: Pacific Builders I ' Proctor Type Curve No. Soil Classification 2 Brown ~lay w/gravel ASTM D-698 Optimum Moisturer % 14.8 Maximum Densityr pcf 112,0 113.0 112.0 111.0 110,0 109,0 108.0 - 107,0 '~ ! .0 13.0 150 !7,0 Moisture Content (%) 19.0 3.5 - 3.0 - 2.5 - '11.0 13.0 15.0 17.0 Moisture Content ~ '/~) 19.0 Mail Distribution; (1) Henkel Engineering/ Mr, Terry Henkel (1) Pacific Builders/ Mr. Darryl Miller Extranet Distribution: (1) Mercantile Partners/ Mr, Greg Yancey Submitted by: REED ENGINEERING GROUP, LTD, EC. Keith E, Atkins Manager, C.M.T. KEA/cdl