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Coppell Ind 2-LR130328REEL7 EI-IG 11- IEERII -IG GEOTECHNICAL AND G R O LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO: Hillwood 3090 Olive Street, Suite 300 Dallas, Texas 75219 ATTN: Mr. Kerry Roetzel CONTRACTOR: Hillwood Construction Services Location oT sample REPORT NO. 302 REG PROJECT NO. 18520 SAMPLE DATE: 03 -21 -13 TECHNICIAN: C. Winchester PAGE: 1 of 3 Set Number Location I Quantity Represented (c.y.) 1 Paving: 25'S, 120'E from SE building corner 20/840 2 Paving: 65'S, 26'E from SE building corner 130/840 3 Paving: 6'N, 60'E from SE building corner 230/840 4 Paving: 40'N, 10'E from SE building corner 320/840 5 Paving: 76'N, 45'E from SE building corner 410/840 6 Paving: 110'N, 115'E from SE building corner 500/840 7 Paving: 145'N, 45'E from SE building corner 610/840 8 Paving: 190'N, 80'E from SE building corner 710/840 9 Paving: 220'N, 95'E from SE building corner 810/840 ueslgn Intormatlon Source of Concrete Mix Identification Specified Strength (psi) Potter 7752 4000 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Compressive Strength (psi) Average Strength (psi) 1 5403 03 -28 -13 7 99300 3510 5403 04 -18 -13 28 5403 04 -18 -13 28 5403 Hold H 2 5404 03 -28 -13 7 98900 3500 5404 04 -18 -13 28 5404 04 -18 -13 28 5404 Hold H 3 5405 03 -28 -13 7 119160 4220 5405 04 -18 -13 28 5405 04 -18 -13 28 5405 Hold H 4 5406 03 -28 -13 7 105600 3740 5406 04 -18 -13 28 5406 04 -18 -13 28 5406 Hold H 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019 REPORT NO. 302 REG PROJECT NO. 18520 SAMPLE DATE: 03 -21 -13 PAGE: 2 of 3 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load lbs. Compressive Strength (psi) Average Strength (psi) 5 5407 03 -28 -13 7 101000 3570 50 5407 04 -18 -13 28 — NIA 2 5404 5407 04 -18 -13 28 71 4.2 148.0 5407 Hold H 4.5 6:30 AM 6 5408 03 -28 -13 7 99030 3500 5406 5408 04 -18 -13 28 70 4.1 148.8 5408 04 -18 -13 28 5.0 7:55 AM 51 5408 Hold H NIA 6 7 5409 03 -28 -13 7 113200 4010 147.2 5409 04 -18 -13 28 3.5 10:35 AM 50 5409 04 -18 -13 28 32493 8 5410 5409 Hold H 69 4.3 8 5410 03 -28 -13 7 94040 3330 63 5410 04 -18 -13 28 32493 5410 04 -18 -13 28 5410 Hold H 9 5411 03 -28 -13 7 85260 3020 5411 04 -18 -13 28 5411 04 -18 -13 28 5411 Hold H CK9rrT, *rim Bpi Set No. Cylinder ID Slump inches Time of Sample Air Temp. °F Concrete Temp. °F Air Entrainment % Unit Weight Ibs /ft3 Ticket Number 1 5403 3.5 4:45 AM 50 71 4.0 142.0 — NIA 2 5404 4.0 5:35 AM 50 71 4.2 148.0 32425 3 5405 4.5 6:30 AM 50 70 4.0 148.0 NIA 4 5406 4.0 7:15 AM 51 70 4.1 148.8 32444 5 5407 5.0 7:55 AM 51 70 4.1 148.0 NIA 6 5408 5.75 8:45 AM 51 69 4.0 147.2 32463 7 5409 3.5 10:35 AM 50 69 4.2 148.8 32493 8 5410 5.5 11:35 AM 56 69 4.3 147.2 NIA 9 5411 4.0 12:35 PM 63 69 4.2 148.0 32493 Note: (1) Concrete was sampled in accordance with ASTM C -31 (2) Concrete cylinders were tested in accordance with ASTM C -39 REPORT NO. 302 REG PROJECT NO. 18520 SAMPLE DATE: 03 -21 -13 PAGE: 3 of 3 E -Mail Distribution: (1) Hillwood /Mr. Kerry Roetzel (1) Hillwood Construction Services/ Mr. Gary Jones (1) Halff Associates/ Mr. Stephen Crawford (1) Halff Associates /Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland (1) Macgregor Associates/ Mr. Lee Rader (1) City of Coppell /Mr. Lee Stone (1) City of Coppell /Mr. Michael Arellano (1) City of Coppell /Mr. Rick O'Dell (1) Ms. Sacha Miner Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F -3114 /a,d1'ew Bill Woolwine Sr. Manager, CMT BW /cn REED EI-IG I I - IEEFRIMES GEOTECHNICAL AND G R O LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO: Hillwood REPORT NO. 235 3090 Olive Street, Suite 300 REG PROJECT NO. 18520 Dallas, Texas 75219 SAMPLE DATE: 02 -28 -13 ATTN: Mr. Kerry Roetzel TECHNICIAN: T. Klein PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services Locatwn of sample Set Number Cylinder ID Location I Quantity Represented (c.y.) 1 Paving: 600'S, 220'E from NE building corner 50/900 2 Paving: 570'S, 215'E from NE building corner 120/900 3 Paving: 590'S, 130'E from NE building corner 210/900 4 Paving: 540'S, 130'E from NE building corner 310/900 5 Paving: 480'S, 140'E from NE building corner 410/900 6 Paving: 485'S, 220'E from NE building corner 510/900 7 Paving: 430'S, 215'E from NE building corner 610/900 8 Paving: 390'S, 130'E from NE building corner 710/900 9 Paving: 350'S, 130'E from NE building corner 830/900 ueslgn Intormatlon Source of Concrete Mix Identification Specified Strength (psi) Batch 7752TP 4000 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Compressive Strength (psi) Average Strength (psi) 1 5037 03 -07 -13 7 111580 3950 5037 03 -28 -13 28 144430 5110 5037 03 -28 -13 28 117570 4160 4640 5037 Hold H 2 5038 03 -07 -13 7 120740 4270 5038 03 -28 -13 28 110740 3920 5038 03 -28 -13 28 142950 5060 4490 5038 Hold H 3 5039 03 -07 -13 7 145450 5150 5039 03 -28 -13 28 146740 5190 5039 03 -28 -13 28 146030 5170 5180 5039 Hold H 4 5040 03 -07 -13 7 97930 3470 5040 03 -28 -13 28 123540 4370 5040 03 -28 -13 28 121270 4290 4330 5040 Hold H 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019 REPORT NO. 235 REG PROJECT NO. 18520 SAMPLE DATE: 02 -28 -13 PAGE: 2 of 3 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load lbs. Compressive Strength (psi) Average Strength (psi) 5 5041 03 -07 -13 7 108310 3830 37 50 5041 03 -28 -13 28 128540 4550 5.5 6:05 AM 5041 03 -28 -13 28 132080 4670 4610 5039 5041 Hold H 51 5.5 144.6 6 5042 03 -07 -13 7 130740 4630 50 6.0 5042 03 -28 -13 28 150680 5330 9:50 AM 41 5042 03 -28 -13 28 141350 5000 5170 5.75 5042 Hold H 5.0 145.8 32158 7 5043 03 -07 -13 7 90670 3210 4.0 149.6 5043 03 -28 -13 28 124020 4390 57 57 5043 03 -28 -13 28 116880 4140 4270 4:05 PM 5043 Hold H 144.0 32190 8 5044 03 -07 -13 7 126150 4460 5044 03 -28 -13 28 135370 4790 5044 03 -28 -13 28 142200 5030 4910 5044 Hold H 9 5045 03 -07 -13 7 118010 4180 5045 03 -28 -13 28 134090 4750 5045 03 -28 -13 28 138790 4910 4830 5045 Hold H Cvlinder Data Set No. Cylinder ID Slump (inches) Time of Sample Air Temp. ( °F) Concrete Temp. ( °F) Air Entrainment ( %) Unit Weight (lbs /ft3) Ticket Number 1 5037 6.0 5:15 AM 37 50 5.0 144.2 32112 2 5038 5.5 6:05 AM 36 50 4.75 144.6 32119 3 5039 5.0 7:10 AM 36 51 5.5 144.6 32128 4 5040 5.0 8:10 AM 37 50 6.0 143.6 07 5 5041 6.0 9:50 AM 41 52 5.75 144.8 32148 6 5042 5.75 11:30 AM 47 55 5.0 145.8 32158 7 5043 4.0 12:55 PM 51 57 4.0 149.6 32168 8 5044 5.0 2:30 PM 57 57 5.75 145.8 32178 9 5045 6.0 4:05 PM 57 59 6.0 144.0 32190 Note: (1) Concrete was sampled in accordance with ASTM C -31 (2) Concrete cylinders were tested in accordance with ASTM C -39 REPORT NO. 235 REG PROJECT NO. 18520 SAMPLE DATE: 02 -28 -13 PAGE: 3 of 3 E -Mail Distribution: (1) Hillwood /Mr. Kerry Roetzel (1) Hillwood Construction Services/ Mr. Gary Jones (1) Halff Associates/ Mr. Stephen Crawford (1) Halff Associates /Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland (1) Macgregor Associates/ Mr. Lee Rader (1) City of Coppell /Mr. Lee Stone (1) City of Coppell /Mr. Michael Arellano (1) City of Coppell /Mr. Rick O'Dell (1) Ms. Sacha Miner Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F -3114 �w Bill Woolwine Sr. Manager, CMT BW /cn REEL7 EI-IG I I - IEEFRIMES GEOTECHNICAL AND G R O LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO: Hillwood 3090 Olive Street, Suite 300 Dallas, Texas 75219 ATTN: Mr. Kerry Roetzel CONTRACTOR: Hillwood Construction Services Location of Sample REPORT NO. 210 REG PROJECT NO. 18520 SAMPLE DATE: 02 -27 -13 TECHNICIANS: J. Bowers & J. Ruiz PAGE: 1 of 3 Set Number Location I Quantity Represented (c.y.) 1 Paving: 940'N, 250'E from SE building corner 20/900 2 Paving: 960'N, 140'E from SE building corner 120/900 3 Paving: 975'N, 240'E from SE building corner 210/900 4 Paving: 1000'N, 150'E from SE building corner 300/900 5 Paving: 1080'N, 140'E from SE building corner 410/900 6 Paving: 1100'N, 160'E from SE building corner 510/900 7 Paving: 1245'N, 255'E from SE building corner 610/900 8 Paving: 1140'N, 140'E from SE building corner 720/900 9 Paving: 1245'N, 145'E from SE building corner 800/900 Design Information Source of Concrete Mix Identification specified strength (psi) Potter Redi Mix 7752 4000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test lbs. Strength (psi) (psi) 1 4800 03 -06 -13 7 106600 3770 4800 03 -28 -13 28 123830 4380 4800 03 -28 -13 28 132200 4680 4530 4800 Hold H 2 4801 03 -06 -13 7 140340 4970 4801 03 -28 -13 28 154800 5480 4801 03 -28 -13 28 164590 5830 5660 4801 Hold H 3 4802 03 -06 -13 7 156180 5530 4802 03 -28 -13 28 170490 6030 4802 03 -28 -13 28 178260 6310 6170 4802 Hold H 4 4803 03 -06 -13 7 121650 4300 4803 03 -28 -13 28 150410 5320 4803 03 -28 -13 28 160550 5680 5500 4803 Hold H 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019 REPORT NO. 210 REG PROJECT NO. 18520 SAMPLE DATE: 02 -27 -13 PAGE: 2 of 3 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load lbs. Compressive Strength (psi) Average Strength (psi) 5 4804 03 -06 -13 7 103260 3650 38 56 4804 03 -28 -13 28 136910 4850 4.5 5:30 AM 4804 03 -28 -13 28 95780 3390 4120 4802 4804 Hold H 56 5.0 145.4 6 4805 03 -06 -13 7 103900 3680 57 4.2 4805 03 -28 -13 28 141050 4990 9:15 AM 49 4805 03 -28 -13 28 151340 5360 5180 6.0 4805 Hold H 6.0 168.0 32061 7 4806 03 -06 -13 7 107600 3810 5.5 172.0 4806 03 -28 -13 28 164600 5830 55 56 4806 03 -28 -13 28 143640 5080 5460 3:00 PM 4806 Hold H 146.0 32100 8 4807 03 -06 -13 7 124930 4420 4807 03 -28 -13 28 141880 5020 4807 03 -28 -13 28 149440 5290 5160 4807 Hold H 9 4808 03 -06 -13 7 111050 3930 4808 03 -28 -13 28 167140 5920 4808 03 -28 -13 28 144590 5120 5520 4808 Hold H Cvlinder Data Set No. Cylinder ID Slump (inches) Time of Sample Air Temp. ( °F) Concrete Temp. ( °F) Air Entrainment ( %) Unit Weight (lbs /ft3) Ticket Number 1 4800 5.0 4:25 AM 38 56 6.2 144.6 32022 2 4801 4.5 5:30 AM 36 55 4.9 143.8 32032 3 4802 5.0 6:30 AM 36 56 5.0 145.4 32041 4 4803 5.0 7:45 AM 37 57 4.2 144.6 32050 5 4804 5.0 9:15 AM 49 50 6.0 144.0 N/A 6 4805 6.0 11:15 AM 55 55 6.0 168.0 32061 7 4806 6.0 12:30 PM 55 56 5.5 172.0 32081 8 4807 5.5 2:10 PM 55 56 5.0 145.2 32071 9 4808 5.0 3:00 PM 58 55 5.5 146.0 32100 Note: (1) Concrete was sampled in accordance with ASTM C -31 (2) Concrete cylinders were tested in accordance with ASTM C -39 REPORT NO. 210 REG PROJECT NO. 18520 SAMPLE DATE: 02 -27 -13 PAGE: 3 of 3 E -Mail Distribution: (1) Hillwood /Mr. Kerry Roetzel (1) Hillwood Construction Services/ Mr. Gary Jones (1) Halff Associates/ Mr. Stephen Crawford (1) Halff Associates /Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland (1) Macgregor Associates/ Mr. Lee Rader (1) City of Coppell /Mr. Lee Stone (1) City of Coppell /Mr. Michael Arellano (1) City of Coppell /Mr. Rick O'Dell (1) Ms. Sacha Miner Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F -3114 �w Bill Woolwine Sr. Manager, CMT BW /cn