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Champions-LR030807 (2)!-i'le R EE=J E f'IG I r7 E E RIf1G GEO TECHNICAL ANO G R O LJ P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Champion School of Real Estate ~,~O.~B~ nton Tap Road and Natches Trace Drive (0~ Coppell, Texas REPORTED TO: Smith Commercial Contracting REPORT NO. 3 14350 West Sylvanfield REPORT DATE: 08-07-03 Houston, Texas 77014 REG PROJECT NO. 10314 ATTN: Mr. Patrick Popowitz TECHNICIANS: D. French, C. Medders & T. 8elew PAGE: 1 of 2 CONTRACTOR: Smith Commercial Contracting Proctor ASTM Optimum Mazimum No. Standard Descri tion Moisture, % Densit , PCF 1 D-698 Drk brown & light brown sa ndy clay 17.3 106.2 2 D-698 Reddish bruwn cla e sand w/sandston e 12.9 112.1 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet c % ID Level 1 07-22-03 Bldg Pad : 20'S, 15'E(1) 6.0 103.5 18.9 1 97.4 2 Bldg Pad : 90'S, 75'E(1) 6.0 101.9 20.1 1 95.9 3 Bldg Pad : 10'S, 5'E(2) 6.0 103.1 19.3 1 97.0 4 Bldg Pad : 60'S, 35'E(2) 6.0 102.7 19.8 1 96.7 5 Bidg Pad : 10'S, 10'E(1) 5.5 98.6 20.4 1 92.8 6 Bldg Pad : 45'S, 30'E(1) 5.5 98.1 22.7 1 92.3 7 Bldg Pad : 20'S, 40'E(1) 4.0 99.1 21.3 1 93.3 8 Bldg Pad : 50'S, 5'E(1) 4.0 97.9 22.0 1 92.1 9 Bldg Pad : 35'S, 25'E(1) 3.5 98.8 23.0 1 93.0 10 Bldg Pad : 10'S, 5'E(1) 3.5 99.3 21.6 1 93.5 11 Bldg Pad : 15'S, 10'W(2) 3.0 100.6 20.4 1 94.7 12 Bldg Pad : 34'S, 30'W(2) 3.0 101.2 21.7 1 95.4 13 07-23-03 Bldg Pad : 10'S, 10'W{2) 2.5 101.2 21.4 1 95.2 14 Bldg Pad: 45'S, 45'W(2) 2.5 101.9 20.7 1 15 Bidg Pad: 10'S, 15'E(1) 2.0 96.2 24.7 1 90.5 (a) 16 Bldg Pad: 10'S, 15'E(1) 2.0 101.4 20.9 1 4 17 Bldg Pad: 40'S, 35'E(1) 2.0 102.6 19.4 1 96. 18 Bldg Pad: 20'S, 10'W(2) 1.5 103.1 19.7 1 97.0 19 Bldg Pad: 40'S, 40'W(2) 1.5 102.9 21.4 1 96.8 20 Bldg Pad: 5'N, 35'W(3) 1.0 103.5 19.2 1 97.4 21 Bldg Pad: 30'N, 20'W(3) 1.0 102.7 21.4 1 96.7 22 07-25-03 Parking Lot: 75'S, 46'W(1) 1.0 101.0 19.3 1 .0 23 07-28-03 Bidg Pad: 10'S, 27'W(2) 0.0 103.5 17.2 2 92.3 (b) 24 Bldg Pad: 20'S, 5'W(2) 0.0 105.1 16.7 2 93.7 (c) 25 Bldg Pad: 10'S, 27'W(2) 0.0 106.8 15.7 2 95.2 (B) 26 Bldg Pad: 20'S, 5'W(2) 0.0 107.4 14.9 2 95 R rci • 2424 SiUiZ DR. • SUITE 400 DALLAS. 7X 75235 re~ [214j 350 5600 • rax [214] 350 0019 REPORT NO. 33 REPORT DATE: 08-22-03 REG PROJECT NO. 10314 PAGE: 2 of 2 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 N.E. building corner. (3) Measurements referenced from S.W. building corner. Mail Distribution: (1) Smith Commercial Contracting/ Mr. Patrick Popowitz (1) Jacobs & Associates/ Mr. David Koslan (1) City of Coppell/Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BES/cn