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Coppell Ind 2-LR130502
CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 388 3090 Olive Street, Suite 300 REG PROJECT NO. 18520 Dallas, Texas 75219 SAMPLE DATE: 04-25-13 ATTN: Mr. Kerry Roetzel TECHNICIAN: C. Winchester PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 62’N, 5’W from NW building corner 10/950 2 Paving: 50’N, 100’W from NW building corner 110/950 3 Paving: 145’S, 128’W from NW building corner 210/950 4 Paving: 50’S, 70’W from NW building corner 310/950 5 Paving: 140’S, 75’W from NW building corner 410/950 6 Paving: 420’N, 75’W from SW building corner 510/950 7 Paving: 580’N, 35’W from SW building corner 610/950 8 Paving: 520’N, 70’W from SW building corner 710/950 9 Paving: 580’N, 80’W from SW building corner 810/950 10 Paving: 625’N, 40’W from SW building corner 920/950 Design Information Source of Concrete Mix Identification Specified Strength (psi) Potter Ready Mix 7752 4000 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 1 6251 05-02-13 7 176440 6240 625105-23-13 28 625105-23-13 28 6251Hold H 2 6252 05-02-13 7 128200 4540 625205-23-13 28 625205-23-13 28 6252Hold H 3 6253 05-02-13 7 147500 5220 625305-23-13 28 625305-23-13 28 6253Hold H 4 6254 05-02-13 7 124620 4410 625405-23-13 28 625405-23-13 28 6254Hold H 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 388 REG PROJECT NO. 18520 SAMPLE DATE: 04-25-13 PAGE: 2 of 3 SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 5 6255 05-02-13 7 112910 4000 625505-23-13 28 625505-23-13 28 6255Hold H 6 6256 05-02-13 7 133340 4720 625605-23-13 28 625605-23-13 28 6256Hold H 7 6257 05-02-13 7 114880 4070 625705-23-13 28 625705-23-13 28 6257Hold H 8 6258 05-02-13 7 101820 3600 625805-23-13 28 625805-23-13 28 6258Hold H 9 6259 05-02-13 7 100610 3560 625905-23-13 28 625905-23-13 28 6259Hold H 10 6260 05-02-13 7 109740 3880 626005-23-13 28 626005-23-13 28 6260Hold H Cylinder Data Air ConcreteAir Unit SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket 3 No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 6251 4.0 5:15AM 53 61 4.5 148.0 N/A 2 6252 5.25 6:20AM 53 61 4.7 147.2 33086 3 6253 4.75 7:25AM 52 61 4.4 148.0 33096 4 6254 5.5 8:25AM 51 60 4.6 147.2 33106 5 6255 6.0 9:25AM 56 63 4.6 147.2 33116 6 6256 4.5 11:05AM 59 67 3.6 147.2 33126 7 6257 4.5 12:25PM 62 69 3.7 148.0 33136 8 6258 4.75 1:35PM 67 70 3.7 148.0 33146 9 6259 4.5 3:05PM 70 72 3.7 148.0 33393 10 6260 5.5 4:05PM 72 74 3.8 147.2 33158 REPORT NO. 388 REG PROJECT NO. 18520 SAMPLE DATE: 04-25-13 PAGE: 3 of 3 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/ Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Bill Woolwine Mr. Thomas Holland Sr. Manager, CMT (1) Macgregor Associates/ BW/jm 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