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Minyard Site-LR080529 REED EnGinEERinG GEOTECHNICAL AND G R CJ LJ F" 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 ATTN: Mr. Roger Dahlin REPORT NO. 31 REPORT DATE: 05-29-08 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 Dark brown clay 22.8 4 0-698 Yellowish brown clay w/calcareous nodules 28.7 5 0-698 Dark 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 Dark brown cia 21.9 98.2 Depth Below Final Field Field Test S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pet) (%) ID Level (%) 440 05-08-08 Water Line: 360'S, 135'W(1) 2.0 94.0 24.1 8 95.7 441 Water Line: 360'S, 135'W(1) 1.0 96.8 22.7 8 98.6 442 Water Line: 360'S, 135'W(1) 0.0 94.4 24.5 8 96.1 443 Water Line: 500'S, 135'W(1) 2.0 95.8 24.7 8 97.6 444 Water Line: 500'S, 135'W(1) 1.0 96.5 23.5 8 98.3 445 Water Line: 500'S, 135'W(1) 0.0 96.1 22.9 8 97.9 446 Water Line: 660'S, 135'W(1) 2.0 95.9 24.4 8 97.7 447 Water Line: 660'S, 135'W(1) 1.0 96.1 23.7 8 97.9 448 Water Line: 660'S, 135'W(1) 0.0 95.3 25.6 8 97.0 449 Water Line: 810'8, 135'W(1) 2.0 94.7 23.9 8 96.4 450 Water Line: 810'S, 135'W(1) 1.0 96.2 24.1 8 97.9 451 Water Line: 810'S, 135'W(1) 0.0 95.0 24.4 8 96.7 452 Paving: 460'S, 40'W(1) 0.0 97.5 23.0 8 99.3 453 Paving: 560'S, 35'W(1) 0.0 103.6 21.0 5 97.6 454 Paving: 640'S, 25'W(1) 0.0 96.5 22.4 8 98.3 455 Paving: 450'S, 80'E(1) 0.0 94.7 24.0 8 96.4 456 Paving: 550'S, 80'E(1) 0.0 96.6 22.8 8 98.4 457 Pavino: 660'S, 80'E(1) 0.0 94.0 24.4 8 95.7 2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL [214] 3505600 . FAX [214] 3500019 REPORT NO. 31 REPORT DATE: 05-29-08 REG PROJECT NO. 15324 PAGE: 2 of 2 Test No. Date Location 458 05-08-08 Paving: 440'S, 150'E(1) 459 Paving: 480'S, 150'E(1) 460 Paving: 660'S, 150'E(1) 461 Storm Line A-2: STA 2+00 462 Storm Line A-2: STA 2+00 463 Storm Line A-2: STA 2+00 464 Storm Line A-2: STA 2+00 465 Storm Line A-2: STA 2+00 466 Storm Line A-2: STA 2+00 467 Storm Line A-2: STA 3+50 468 Storm Line A-2: STA 3+50 469 Storm Line A-2: STA 3+50 470 Storm Line A-2: STA 3+50 471 Storm Line A-2: STA 3+50 472 Storm Line A-2: STA 3+50 473 Water Line: 930'S, 135'W(1) 474 Water Line: 930'S, 135'W 1 Depth Below Final S.G. feet 0.0 0.0 0.0 5.0 4.0 3.0 2.0 1.0 0.0 5.0 4.0 3.0 2.0 1.0 0.0 2.0 1.0 Field Density c 103.1 96.3 95.2 93.9 88.0 88.4 96.8 94.6 97.1 88.2 89.4 93.4 87.3 93.2 94.4 96.7 94.8 Field Moisture % 21.5 23.6 24.7 24.7 30.2 32.4 25.2 24.6 23.5 30.3 29.5 24.4 29.8 24.6 23.6 25.2 23.7 Proctor ID 5 8 8 8 4 4 8 8 8 4 4 8 4 8 8 8 8 Compaction Level % 97.1 98.1 96.9 95.6 96.4 96.8 98.6 96.3 98.9 96.6 97.9 95.1 95.6 95.0 96.1 98.5 96.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. corner of existing building. 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 Coppell/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. ~ W4~~ Bill Woolwine Sr. Manager, CMT BW/ds