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Minyard Site-LR080613 REED EnGinEERinG GEOTECHNICAL AND G R CI LJ 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. 55 REPORT DATE: 06-13-08 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) ( Dcf) (%) ID Level (%) 578 06-02-08 Paving: 20'S, 230'W(1) 0.0 93.8 26.1 8 95.5 579 Paving: 90'S, 250'W(1) 0.0 94.9 26.6 8 96.6 580 Paving: 160'S, 250'W(1) 0.0 93.4 26.8 8 95.1 581 Water Line: 100'8, 300'E(2) 2.0 93.8 24.9 8 95.5 582 Water Line: 100'S, 300'E(2) 1.0 94.4 23.6 8 96.1 583 Water Line: 100'S, 300'E(2) 0.0 96.8 22.9 8 98.6 584 Water Line: 100'5, 150'E(2) 2.0 97.8 23.4 8 99.6 585 Water Line: 100'5, 150'E(2) 1.0 95.9 24.8 8 97.7 586 Water Line: 100'5, 150'E(2) 0.0 96.2 23.9 8 98.0 587 Water Line: 100'5, 10'W(2) 2.0 97.1 23.4 8 98.9 588 Water Line: 100'5, 10'W(2) 1.0 94.8 22.9 8 96.5 589 Water Line: 100'S, 10'W(2) 0.0 96.2 23.6 8 98.0 590 Water Line: 50'N, 20'W(2) 2.0 94.3 23.7 8 96.0 591 Water Line: 50'N, 20'W(2) 1.0 95.9 25.4 8 97.7 592 Water Line: 50'N, 20'W(2) 0.0 94.8 23.0 8 96.5 593 Water Line: 200'N, 20'W(2) 2.0 94.1 24.6 8 95.8 594 Water Line: 200'N, 20'W(2) 1.0 95.7 24.9 8 97.5 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . FAX [214] 3500019 REPORT NO. 55 REPORT DATE: 06-13-08 REG PROJECT NO. 15324 PAGE: 2 of 2 Test No. Date Location 595 06-02-08 Water Line: 200'N, 20'W(2) 596 Water Line: 350'N, 20'W(2) 597 Water Line: 350'N, 20'W(2) 598 Water Line: 350'N, 20'W(2) 599 Tank Pit: 240'N, 440'E(3) 600 Tank Pit: 240'N, 440'E(3) 601 Tank Pit: 240'N, 440'E 3 Depth Below Field Field Final S. G. Density Moisture feet c % 0.0 93.9 25.0 2.0 96.8 23.1 1.0 95.1 23.8 0.0 95.7 23.1 4.0 101.3 15.6 3.0 100.0 16.1 2.0 100.9 14.5 Proctor 10 8 8 8 8 10 10 10 Compaction Level % 95.6 98.6 96.8 97.5 95.0 95.3 95.6 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. corner of Building A (2) Measurements referenced from S.W. corner of Building B. (3) Measurements referenced from S.E. corner of cold storage building. E-Mail Distribution: (1) Pritchard Associatesl Mr. Roger Dahlin (1) Pritchard Associatesl Ms. Rhonda Hargrove (1) City of Coppell/Ms. Carol Dye Submitted by: REED ENGINEERING GROUP, LTD. ~ tJ4~~ 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 Bill Woolwine Sr. Manager, CMT BW/rs REED EnGinEERinG GEOTECHNICAL AND G A CI LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT 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. 84 REG PROJECT NO. 15324 SAMPLE DATE: 0613-08 TECHNICIAN: D. Balderas PAGE: 1 of 3 CONTRACTOR: C.F. Jordan Mix Identification 8205 Age@ Total Load Date Tested Test Ibs. 06-20-08 7 37570 07 -11-08 28 07 -11-08 28 Hold H 2 6790 06-20-08 7 35560 2830 6790 07-11-08 28 6790 07 -11-08 28 6790 Hold H Location of Sam Set Number 1 2 3 4 5 6 7 8 Ie Location Paving: 12'S, 8'E from S.w. corner of existing Minyard building Paving: 25'S, 47'E from S.w. corner of existing Minyard building. Paving: 15'S, 135'E from S.w. corner of existing Minyard building. Paving: 43'S, 220'E from S.w. corner of existing Minyard building. Paving: 53'S, 145'W from S.E. corner of existing Minyard building. Paving: 60'S, 103'W from S.E. corner of existing Minyard building. Paving: 55'S, 230'W from S.E. corner of existing Minyard building. Paving: 60'S, 355'W from S.E. corner of existing Min ard buildin 110/400 160/400 270/400 380/400 50/400 150/400 250/400 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214J 3505600 . FAX [214] 3500019 REPORT NO. 84 REG PROJECT NO. 15324 SAMPLE DATE: 0613-08 PAGE: 2 of 3 Age@ Total Load Date Tested Test Ibs. 06-20-08 7 37680 07-11-08 28 07-11-08 28 Hold H 4 6792 06-20-08 7 40060 3190 6792 07-11-08 28 6792 07-11-08 28 6792 Hold H 5 6793 06-20-08 7 36920 2940 6793 07 -11-08 28 6793 07-11-08 28 6793 Hold H 6 6794 06-20-08 7 38210 3040 6794 07 -11-08 28 6794 07 -11-08 28 6794 Hold H 7 6795 06-20-08 7 39560 3150 6795 07-11-08 28 6795 07-11-08 28 6795 Hold H 8 6796 06-20-08 7 39420 3140 6796 07-11-08 28 6796 07-11-08 28 6796 Hold H C Iinder Data Set Cylinder Air Ticket No. 10 Entrainment Number 1 6789 6.5 695099 2 6790 6.0 695134 3 6791 5.6 695153 4 6792 5.8 695244 5 6793 6.0 695478 6 6794 5.8 695626 7 6795 6.1 695772 8 6796 5.7 695872