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Mercantile-LR031015~(T 33 2083 ]l:45AH REED EHGIHEERII46 214 35_[3 0019 H0.677 P.10,'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 Builders REPORT NO. 9 REPORT DATE: 10-15-03 REG PROJECT NO. 10458 TECHNICIAN: G. Ortiz PAGE: 1 of 1 IProctor! ASTMI No. ~ Standard Descripti,~n 1 D-698 Dark brown clay 2 D-698 Brown clay w/gravel 3 D-698 Brown clay w/gravel 4 D~698 Yellowish brown clayey sand 5 D-698 Dark gray clay (lime-treated) Test I No. I Date 38 09-23-03 39 4O 4! 09-24-03 42 43 09-25-03 44 45 09-26-03 46 47 48 Location Plumbing Trench: 20'S, 45'E(1) Plumbing Trench: 20'S, 46'E(1) Plumbing Trench: 20'S, 47'E(1) Plumbing Trench: 20'S, 30'E(1) Plumbing Trench; 20'S, 47'E(1 ) Plumbing Trench: 20'S, 45'E(1) Plumbing Trench: 20'S, 46'E(1) Paving: 80'S, 165'E(1) Paving: 40'N, 18'E(1) Paving: 40'N, 20W(1 ) Paving.: 86'S. 25'W(1) O,ptimum I Maximum Molsture~ %j Densit¥~ PCF 22.2 96.7 14.8 112.0 17.9 106.6 12,6 112.9 19.4 95.9 Depth I I Pr°ct°rI Be ow Field I Field Final S.G. Density Moisture Compaction ,(feet) (pcf) (%) D Level (%) 3.3 91.1 20.2 1 94.2 (a) 2.O 92.6 18.8 1 95.7 (b) 1.0 91,5 19.6 1 94.6 (c) 4.0 93.9 25.1 I 97.1 3,0 93.1 26.4 1 96,2 (C) 2.0 93.1 26,2 1 96.2 (A) 1,0 92.6 26,8 1 95.3 (B) 0,0 94.7 24.8 5 98.7 0.0 96,8 22.2 5 100.9 0.0 94.1 25.1 5 98.1 0.0 95.3 24.1 5 99.4 Comments; Where tested, materials were in compliance with otherwise, Failing test noted in lower case letter, upper case letter. project specifications, unless noted passing retest noted in corresponding Footnote: (1) Measurements referenced from N.W. building corner. Mail Distribution: (1) Henkel Engineering/Mr, Terry Henket (1) Pacific Builders/Mr. Darryl Miller Submitted by: REED ENGINEERING GROUP, LTD. Extranet Distribution: (1) Mercantile Partners/Mr. Grog Yancey Keith E. Atkins Manager, CMT BW/cn