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Mercantile P2-LR041228REPORT OF FIELD DENSITY TESTS Mercantile Office Beltline Road and Denton Tap Road Coppell, Texas REPORTED TO: Provident Company, inc. 722 S. Denton Tap Road, Suite 230 CoppelI, Texas 75019 ATTN: Mr. Greg Yancey CONTRACTOR: Pacific Builders Proctor I ASTM No. Standard Description 1 Dark brown clay 2 Brown clay w/gravel 3 Brown clay w/gravel 4 Yellowish brown clayey sand 5 Dark 9ray clay (lime-treated) REPORT NO. 25 REPORT DATE: 12-28-04 REG PROJECT NO. 10458 TECHNICIAN: L. Rivera PAGE: 1 of 2 Optimum Maximum Mo sture, % Density, PCF 22.2 96.7 14.8 112.0 17.9 106.6 12.6 112.9 19.4 95.9 D-698 D-698 D-698 D-698 D-698 Test No. Date Location 54 12-10-04 Bldg Pad: 60%, 30'E/l) 55 Bldg Pad: 40'N, 30'W/2) 56 Bldg Pad: 35%, 70'E(1) 57 12-11-04 Bldg Pad: 35'S, 20'W(3) 58 Bldg Pad: 30'S, 60'W(3) 59 Bldg Pad: 30'S, 30'E(1 ) 60 12-13-04 Bldg Pad: 25%, 15'W(3) 61 BIdg Pad: 25'S, 15'W(3) 62 BIdg Pad: 25'S, 45'W(3) 63 Bldg Pad: 25%, 20'E(1) 64 12-14-04 Bldg Pad: 10'S, 10'E(1) 65 Bldg Pad: 12'S, 8'W(3) 66 12-15-04 Bldg Pad: 13'N, 20'E(4) 67 Bldg Pad: 13'N, 30'W(2) 68 12-16-04 Bldg Pad: 21'S, 21'E(1) 69 Btdg Pad: 38'S, 42'W(3) 70 Bldg Pad: 10'N, 20'E(4) 71 Bldg Pad: 10'N, 12'W(2) 72 Water Line: 6'S, 50'W(1) 73 Water Line: 6'S, 51'W(1) 74 Water Line: 6'S, 52'W(1) 75 Water Line: 6'S, 53'W(1) 76 Storm Line A: STA 1+00 77 Sanitary Service: 20'S, 5'W(4) Depth I Below Field Field I Final S G. Density Moisture Proctor (feet) (pcf) I (%) I ID 2.5 92.6 27.5 2.5 93.7 27.7 2.5 93.6 26.5 1.5 93.9 27.4 1.5 92.4 27.8 1.5 92.8 28.1 2.0 98.3 20.7 2.0 91.6 27.0 2.0 90.4 26.7 2.0 91 .I 27.1 1.0 90.7 26.8 1.0 90.9 27.0 5.0 93.4 26.3 5.0 93.5 28.4 1.5 91.0 27.7 1.5 90.6 27.3 5.0 90.3 28. 5.0 90.5 28.6 3.0 104.1 20.1 2.0 103.7 19.8 1.0 104.5 19.7 0.0 102.3 18.9 0.0 103.0 20.5 1.0 101.6 20.2 3ompaction Level (%) 1 95.7(A) 1 96.9 (B) 1 96.8 1 97.1 1 95.5 1 96.0 1 101.6 (c) 1 94.9 (C) 1 93.5 1 94.2 1 93.6 1 94.0 1 96.6 1 96.7 1 94.1 1 93.7 93.4 1 93.6 3 97.6 3 97.3 3 98.0 3 96.0 3 96.6 3 95.4 SUITE 400 · DALLAS TX 75235 · TEL [214] 350 5600 " FAX [2i4] 350 0019 REPORT NO. 25 REPORT DATE: 12-28-04 REG PROJECT NO. 10458 PAGE: 2of2 Test Depth I Below Field Field Final S. G. Density Moisture No. Date Location (feet) (pcf) (%) 78 12-17-04 B[dg Pad: 12'S, 27'E(1) 1.0 94.7 26.3 79 Bldg Pad: 2TS, 27'W(3) 1.0 94.5 26.9 80 Bldg Pad: 15'N, 18'E(4) 3.0 89.1 28.7 81 BId~l Pad: 15'N, 70'E(4) 3.0 90.2 28.5 Proctor Compaction ID Level (%) 26.3 97.9 26.9 97.7 28.7 92.1 28.5 93.3 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. A and B are retest form 12/8/04 on report 23. Footnotes: (1) Measurements referenced from N.W. building corner. (2) Measurements referenced from S.E. building corner. (3) Measurements referenced from N.E. building corner. (4) Measurements referenced from S.W. building corner. Mail Distribution: (1) Provident Company, Inc./ Mr. Greg Yancey (1) Henkel Engineering/Mr. Terry Henkel (1) Pacific Builders/Mr. Darryl Miller (1) City of Coppell/Mr. Rick Odell Submitted by: REED ENGINEERING GROUP, LTD. ~eith E. Atkins Manager, CMT BW/cn