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Minyard Site-LR080624 REED EnGinEERinG GEOTECHNICAL AND G R CJ U P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Crossing Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: KTR Coppell, LLC c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 A TTN: Mr. Roger Dahlin REPORT NO. 63 REPORT DATE: 06-24-08 REG PROJECT NO. 15324 TECHNICIAN: D. Gazley PAGE: 1 of 2 CONTRACTOR: C.F. Jordan Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Brown & yellow sandy clay 19.9 2 0-698 Brown & yellow clay 17.6 3 0-698 Oark brown clay 22.8 4 0-698 Yellowish brown clay w/calcareous nodules 28.7 5 0-698 Oark brown clay 19.4 6 0-698 Yellowish brown clay w/limestone 22.8 fragments 7 0-698 Brown clay w/some gravel & limestone 24.0 100.5 fragments 8 0-698 Oark brown clay 21.9 98.2 9 0-698 Brown clay (Iimetreated) 20.1 99.2 10 0-698 reddish brown clayey sand (imported 14.0 114.8 common fill Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet cf % 10 Level % 660 06-10-08 Water Line: 36'N, 20'E(1) 2.0 93.8 24.9 8 95.5 661 Water Line: 36'N, 20'E(1) 1.0 94.3 23.5 8 96.0 662 Water Line: 36'N, 20'E(1) 0.0 95.5 23.4 8 97.3 663 Water Line: 36'N, 165'E(1) 2.0 94.7 22.4 8 96.4 664 Water Line: 36'N, 165'E(1) 1.0 96.6 23.8 8 98.4 665 Water Line: 36'N, 165'E(1) 0.0 95.8 22.9 8 97.6 666 Water Line: 36'N, 320'E(1) 2.0 93.8 24.6 8 95.5 667 Water Line: 36'N, 320'E(1) 1.0 96.8 23.7 8 98.6 668 Water Line: 36'N, 320'E(1) 0.0 96.7 24.4 8 98.5 669 06-11-08 Paving: 60'S, 40'E(2) 0.0 105.2 19.6 2 98.3 670 Paving: 180'S, 40'E(2) 0.0 96.5 26.8 7 96.0 671 Paving: 280'S, 40'E(2) 0.0 98.1 24.6 7 97.6 672 Pavin : 390'S, 40'E 2 0.0 95.9 26.8 7 95.4 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . FAX [214] 3500019 REPORT NO. 63 REPORT DATE: 06-24-08 REG PROJECT NO. 15324 TECHNICIAN: D. Gazley PAGE: 2 of 2 Test No. Date Location 673 06-11-08 Paving: 490'S, 40'E(2) 674 Paving: 570'S, 40'E(2) 675 Paving: 550'S, 105'E(2) 676 Paving: 450'S, 105'E(2) 677 Paving: 350'S, 105'E(2) 678 Paving: 250'S, 105'E(2) 679 Paving: 100'S, 105'E(2) 680 Paving: 30'S, 105'E(2) 681 Sanitary Line: 20'N, 80'E(3) 682 Sanitary Line: 20'N, 80'E(3) 683 Sanitary Line: 20'N, 80'E(3) 684 Sanita Line: 20'N, 80'E 3 Depth Below Final S. G. feet 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.0 2.0 1.0 0.0 Field Density c 88.8 106.7 106.9 106.1 104.3 95.8 104.8 104.3 87.5 88.4 94.7 95.1 Field Moisture % 30.1 18.9 18.1 20.0 19.5 26.1 18.7 19.3 31.0 30.1 23.7 23.5 Proctor 10 4 2 2 2 2 7 2 2 4 4 8 8 Compaction Level % 97.3 99.7 99.9 99.2 97.5 95.3 97.9 97.5 95.8 96.8 96.4 96.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. corner of Building A. (2) Measurements referenced from N.E. corner of Building B. (3) Measurements referenced from N.E. corner of Building A. E-Mail Distribution: (1) Pritchard Associatesl Mr. Roger Dahlin (1) Pritchard Associatesl Ms. Rhonda Hargrove (1) City of Coppell/Ms. Carol Dye Mail Distribution: (1) KTR CoppeIl/LLC/Mr. Matthew Taylor (1) City of Coppell/Mr. Lee Stone (1) O'Brien & Associatesl Mr. Richard Nordyke (1) Technistructures, Inc.l Mr. Dennis Gant (1) C.F. Jordan/Mr. Steve Lawrence Submitted by: REED ENGINEERING GROUP, LTD. ~ tJ4~~ Bill Woolwine Sr. Manager, CMT AE/cn