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Minyard Site-LR080520 REED EnGinEERinG GEOTECHNICAL AND G R CI U F' ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Freeport Crossing Freeport Parkway and Bethel Road Coppell, Texas Age@ Total Load Date Tested Test Ibs. 05-27-08 7 53020 06-17 -08 28 61300 06-17 -08 28 65030 Hold H 5937 05-27 -08 7 56440 4490 5937 06-17-08 28 68020 5410 5937 06-17-08 28 72380 5760 5937 Hold H 5938 05-27 -08 7 52990 4220 5938 06-17-08 28 64270 5120 5938 06-17-08 28 67470 5370 5938 Hold H 5939 05-27 -08 7 43520 3460 5939 06-17 -08 28 66770 5310 5939 06-17-08 28 67170 5350 5939 Hold H REPORTED TO: KTR Coppell, LLC c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 A TTN: Mr. Roger Dahlin CONTRACTOR: C.F. Jordan Location of Sam Set Number 1 2 3 4 5 6 Ie Location Paving: 237'5, 200'E from NW bldg. corner Paving: 246'5, 170'E from NW bldg. corner Paving: 240'5, 150'E from NW bldg. corner Paving: 230'5, 155'E from NW bldg. corner Paving: 237'5, 100'E from NW bldg. corner Pavin : 240'5, 98'E from NW bid . corner Mix Identification 8206 2 3 4 REPORT NO. 35 REG PROJECT NO. 15324 SAMPLE DATE: 05-20-08 TECHNICIAN: I. Overland PAGE: 1 of 2 5030 5590 5250 5330 2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . m[214]3505600. FAX [214]3500019 Age@ Total Load Date Tested Test Ibs. 05-27 -08 7 50800 06-17-08 28 66160 06-17-08 28 69000 Hold H 6 5941 05-27-08 7 49750 3960 5941 06-17-08 28 61690 4910 5941 06-17-08 28 60910 4850 5941 Hold H REPORT NO. 35 REG PROJECT NO. 15324 SAMPLE DATE: 05-20-08 PAGE: 2 of 2 C Iinder Data Set Cylinder No. 10 1 5936 2 5937 3 5938 4 5939 5 5940 6 5941 5380 4880 Air Entrainment 4.0 4.3 4.3 4.3 4.0 4.2 Ticket Number 679982 679991 680006 680019 680045 680178 Submitted by: E-Mail Distribution: (1) Pritchard Associatesl Mr. Roger Dahlin (1) Pritchard Associatesl Ms. Rhonda Hargrove (1) City of Coppell/Ms. Carol Dye REED ENGINEERING GROUP, LTD. itUf~-- Mickey Lawson Assistant Manager, CMT MLllnc 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 REED EnGinEERinG GEOTECHNICAL AND G R Cl U F" ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Freeport Crossing Freeport Parkway and Bethel Road Coppell, Texas Age@ Total Load Date Tested Test Ibs. 05-27 -08 7 53020 06-17-08 28 06-17-08 28 Hold H 5937 05-27 -08 7 56440 4490 5937 06-17-08 28 5937 06-17-08 28 5937 Hold H 5938 05-27 -08 7 52990 4220 5938 06-17-08 28 5938 06-17 -08 28 5938 Hold H 5939 05-27 -08 7 43520 3460 5939 06-17-08 28 5939 06-17-08 28 5939 Hold H REPORTED TO: KTR Coppell, LLC c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 A TTN: Mr. Roger Dahlin CONTRACTOR: C.F. Jordan Location of Sam Set Number 1 2 3 4 5 6 Ie Location Paving: 237'5, 200'E from NW bldg. corner Paving: 246'5, 170'E from NW bldg. corner Paving: 240'5, 150'E from NW bldg. corner Paving: 230'5, 155'E from NW bldg. corner Paving: 237'5, 100'E from NW bldg. corner Pavin : 240'5, 98'E from NW bid. corner Mix Identification 8206 2 3 4 REPORT NO. 35 REG PROJECT NO. 15324 SAMPLE DATE: 05-20-08 TECHNICIAN: I. Overland PAGE: 1 of 2 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . FAX [214] 3500019 Age@ Date Tested Test 05-27 -08 7 06-17-08 28 06-17-08 28 Hold H 6 5941 05-27 -08 7 5941 06-17-08 28 5941 06-17-08 28 5941 Hold H REPORT NO. 35 REG PROJECT NO. 15324 SAMPLE DATE: 05-20-08 PAGE: 2 of 2 C Iinder Data Set Cylinder No. 10 1 5936 2 5937 3 5938 4 5939 5 5940 6 5941 Total Load Ibs. 50800 49750 3960 Air Entrainment 4.0 4.3 4.3 4.3 4.0 4.2 Ticket Number 679982 679991 680006 680019 680045 680178 Submitted by: E-Mail Distribution: (1) Pritchard Associatesl Mr. Roger Dahlin (1) Pritchard Associatesl Ms. Rhonda Hargrove (1) City of CoppelllMs. Carol Dye REED ENGINEERING GROUP, LTD. ~-- Mickey Lawson Assistant Manager, CMT MLllnc 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 REED EnGinEERinG GEOTECHNICAL AND G R Cl 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 ATTN: Mr. Roger Dahlin REPORT NO. 23 REPORT DATE: 05-20-08 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 cia 21.9 98.2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location c % ID Level % 364 04-28-08 Storm Lateral A 11: ST A 0+56 99.0 21.9 1 95.6 365 Storm Lateral A 11: ST A 0+56 88.4 29.8 4 96.8 366 Storm Lateral A 11 : ST A 0+56 99.1 23.7 1 95.7 367 Storm Lateral A 11: STA 0+56 100.5 20.9 1 97.0 368 Storm Lateral A 11: ST A 0+56 103.8 18.7 2 97.0 369 Paving: 280'5, 31 O'E(1) 97.6 24.4 3 98.6 370 Paving: 360'5, 360'E(1) 96.7 25.1 3 97.7 371 Paving: 460'8, 420'E(1) 96.9 24.5 3 97.9 372 Paving: 290'5, 415'E(1) 96.0 25.2 3 97.0 373 Paving: 460'8, 315'E(1) 98.1 23.9 3 99.1 374 Fire Lane: 100'5, 200'E(2) 96.2 24.0 3 97.2 375 04-29-08 Storm Lateral A8: STA 0+20 93.7 25.6 8 95.4 376 Storm Lateral A8: STA 0+20 93.8 23.3 8 95.5 377 Storm Lateral A8: STA 0+20 97.1 23.1 8 98.8 378 Storm Lateral A8: STA 0+20 97.4 23.5 8 99.2 379 Storm Lateral 11 : STA 2+22 94.1 24.1 8 95.8 380 Storm Lateral 11: STA 2+22 95.2 23.7 8 96.9 2424 STUTZ DR. . SUITE 400 . DALLAS.TX75235. m[214]3505600. FAX [214]3500019 REPORT NO. 23 REPORT DATE: 05-20-08 REG PROJECT NO. 15324 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet c % 10 Level % 381 04-29-08 Storm Lateral 11 : STA 2+22 0.0 97.9 24.8 8 99.7 382 Bldg Pad B: A.1-1.5 1.0 93.1 25.2 8 94.8 383 Bldg Pad B: A.1-1.5 0.0 94.7 23.9 8 96.4 384 Bldg Pad B: B-1.5 1.0 91.1 25.0 8 92.8 385 Bldg Pad B: B-1.5 0.0 92.8 24.6 8 94.5 386 Bldg Pad B: C-1.5 1.0 86.2 32.2 4 94.4 387 Bldg Pad B: C-1.5 0.0 85.9 31.7 4 94.1 388 Bldg Pad B: 0-1.5 1.0 84.7 32.2 4 92.8 389 Bldg Pad B: 0-1.5 0.0 87.1 31.1 4 95.4 390 Bldg Pad B: 0.8-1.5 1.0 92.1 23.9 8 93.8 391 Bldg Pad B: 0.8-1.5 0.0 88.0 30.9 4 96.4 392 Paving: 200'S, 20'E(3) 0.0 96.1 24.2 8 97.9 393 Paving: 190'S, 100'W(3) 0.0 86.8 31.4 4 95.1 394 Paving: 120'S, 125'W(3) 0.0 87.5 31.3 4 95.8 395 Paving: 90'S, 25'W(3) 0.0 100.1 23.8 1 96.6 396 04-30-08 Bldg Pad B: A.1-4 1.0 94.8 25.1 8 96.5 397 Bldg Pad B: B-4 1.0 104.5 19.9 2 97.7 398 Bldg Pad B: C-4 1.0 103.3 20.4 2 96.5 399 Bldg Pad B: 0-4 1.0 104.6 20.0 2 97.8 400 Bldg Pad B: 0.8-4 1.0 104.0 20.5 2 97.2 401 Bldg Pad B: A.1-6 2.0 97.4 22.1 1 94.0 402 Bldg Pad B: B-6 2.0 103.5 19.7 2 96.7 403 Bldg Pad B: C-6 2.0 95.0 24.9 8 96.7 404 Bldg Pad B: 0-6 2.0 96.2 24.0 8 97.9 405 Bid Pad B: 0.8-6 2.0 88.3 31.5 4 96.7 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.E. corner of Building C. (2) Measurements referenced from S.E. corner of Building B. 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.,e~ 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 R CJ LJ F' ENVIRONMENTAL CONSULTANTS REPORT OF WATER INJECTION OBSERVATION 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. 24 REPORT DATE: 05-20-08 REG PROJECT NO. 15324 TECHNICIAN: J. Seeton PAGE: 1 of 1 CONTRACTOR: C.F. Jordan On these dates a representative of Reed Engineering Group, Ltd. observed water injection operations on the referenced project. The injection operations proceeded in accordance with project specifications unless otherwise noted. Injection Depth ft 10 E ui Number of Probes ea 4 ment Length of Probes ft 12 Probe Spacing ft 5 Date 04-28-08 04-29-08 04-30-08 Pass No. 1 1 1&2 Surfactant added at regular intervals: Yes 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.,c~ 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 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . FAX [214] 3500019