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Mercantile-LR030926,i1~-~. i:~d. WHH3 ll:4?~AFI RLED EHGIrtEERIrlU ~14 35U U019 HO.bT? P.$zl? REPORTED TO: REPORT OF FIELD DENSITY TESTS Mercantile Office Beltline Road and Denton Tap Road Coppell, Texas rvlercantile Partners 722 S. Denton Tap Road, Suite 230 Coppell, Texas 75019 ATTN: Mr. Greg Yancey CONTRACTOR: Pacific Builders REPORT NO, 4 REPORT DATE: 09-26~03 REG PROJECT NO. 10458 TECHNICIANS; B. Stearndan & G. Ortiz PAGE: 1 of I Proctor T ASTM No. i Standard I D-698 2 D-698 3 D-698 Optimum Maximum Description Moisture, % Density, PCF Dark brown clay 22.2 96.7 Brown clay w/gravel 14.8 112.0 Brown cla¥_~gravel 17.9 106.6 ~ Date Location 1 08-25-03 Bldg Pad: 70'S, 10'E(1) 2 Bldg Pad: 30'S, 10'E(1) 3 Bldg Pad: 85'S, 140'E(1) 4 Bldg Pad: 15%, 145'E(1) 5 08-26~03 Bldg Pad: 15'S, 145'E(1) 6 Bldg Pad: 75'S, 125'E(1) 7 Brdg Pad; 26'S, 100'E(1) 8 Bldg Pad: 25'S, 50'E(1) 9 Bid9 Pad: 75'S, 25'E(1) 10 08-27-03 Bldg Pad: 80'S, 130'E(2) 11 Bldg Pad: 30'S, 110'E(2) 12 Bldg Pad; 30'S, 60'E(2) 13 Bldcj Pad: 80%, 20'E(2) Depth Field Below / Field Final $. G, Density Moisture (feet) ,. (pcr 5.0 89.6 30.1 5.O 92.1 24.8 5.O 89,0 27.9 5.0 96.7 22.6 5.O 92.6 25.8 4.0 91.8 27.4 4.0 92,7 26.4 4.0 93.2 25,9 4.0 92.4 26.8 3.0 93.1 25.9 3.O 92.4 26.7 3.O 91.8 27.1 3.0 92.7 26.4 Proctor Compaction ID Level (%) 92.6 95.2 92.0 100.0 (a) 95.7 (A) 94.9 95.8 96.3 95.5 96.2 95.5 94.9 95.8 Comments; Where tested, materials were in compliance with project specifications, unless noted otherwise. Failing test noted in lower case letter, passing retest noted in corresponding upper case letter. Footnotes: (1) Measurements referenced from N.W. building corner, (2) Measurements referenced from S.E. building corner, Mail Distribution: (1) Henkel Engineering/Mr. Terry Henkel (1) Pacific Builders/Mr. Darryl Miller Submitted by: REED ENGINEERING GROUP, LTD. Extranet Distribution: (1) Mercantile Padners/Mr, Greg Yancey Keith E, Atkins Manager, CMT I BW/cn I