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Shake & Shingle 2-LR100525 CONCRETE CYLINDER TEST REPORT Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 35 4200 Beltway Drive REG PROJECT NO. 16566 Addison, Texas 75001 SAMPLE DATE: 04-27-10 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 2 CONTRACTOR: Ratcliff Constructors Location of Sample Set Number Location Quantity Represented 1 Paving: 70’N, 20’W from S.W. corner of Building 3 20/500 2 Paving: 220’N, 25’W from S.W. corner of Building 3 120/500 3 Paving: 190’N, 20’W from S.W. corner of Building 3 240/500 4 Paving: 50’N, 30’W from N.E. corner of Building 3 340/500 5 Paving: 30’N, 50’W from N.E. corner of Building 3 410/500 6 Paving: 150’S, 30’E from S.E. corner of Building 3 480/500 Design Information Source of Concrete Mix Identification Specified Strength (psi) TXI 8273 4000 Test Results SetCylinder Age @ Total Load Compressive Average No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi) 1 292 05-04-10 7 49580 3950 292 05-25-10 28 64390 5120 292 05-25-10 28 65320 5200 5160 292 Hold H 2 293 05-04-10 7 50030 3980 293 05-25-10 28 62450 4970 293 05-25-10 28 65200 5190 5080 293 Hold H 3 294 05-04-10 7 56040 4460 294 05-25-10 28 70050 5570 294 05-25-10 28 68930 5490 5530 294 Hold H 4 295 05-04-10 7 55060 4380 295 05-25-10 28 69580 5540 295 05-25-10 28 66010 5250 5400 295 Hold H 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 35 REG PROJECT NO. 16566 SAMPLE DATE: 04-27-10 PAGE: 2 of 2 Test Results SetCylinder Age @ Total Load Compressive Average No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi) 5 296 05-04-10 7 51200 4070 296 05-25-10 28 66200 5270 296 05-25-10 28 65190 5190 5230 296 Hold H 6 297 05-04-10 7 46950 3740 297 05-25-10 28 59270 4720 297 05-25-10 28 60070 4780 4750 297 Hold H Cylinder Data AirConcreteAirUnit SetCylinder SlumpTime of Temp.TempEntrainmentWeightTicket 3 ) No.ID(inches)Sample(°F)(°F)(%) (lbs/ftNumber 1 292 5.5 2:15 AM 53 68 4.5 148.0 990548 2 293 5.0 3:30 AM 54 68 3.8 148.6 990558 3 294 5.0 5:30 AM 53 68 4.2 148.3 990576 4 295 5.0 8:00 AM 58 65 4.0 148.0 990646 5 296 5.0 8:45 AM 62 73 3.8 148.0 990715 6 297 5.0 12:00 PM 73 80 4.2 147.5 990885 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) Ratcliff Constructors/ REED ENGINEERING GROUP, LTD. Mr. Charley Conway Registration Number F-3114 (1) City of Coppel/Mr. Larry Davis (1) City of Coppell/Mr. Mike Arellano (1) Ratcliff Constructors/Mr. Derek Free (1) Pavecon Commercial Concrete/ Mr. Chad Robertson Mickey Lawson Assistant Manager, CMT Mail ML/rt Distribution: (1) Pross Design Group/Mr. Mark Pross CONCRETE CYLINDER TEST REPORT Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 40 4200 Beltway Drive REG PROJECT NO. 16566 Addison, Texas 75001 SAMPLE DATE: 05-19-10 ATTN: Mr. Charley Conway TECHNICIAN: R. Hollings PAGE: 1 of 2 CONTRACTOR: Ratcliff Constructors Location of Sample Set Number Location Quantity Represented 1 Building 3 Panel 31 20/180 Building 4 Panel 31 110/180 Design Information Source of Concrete Mix Identification Specified Strength (psi) TXI 0047 4000 Test Results SetCylinder Age @ Total Load Compressive Average No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi) 1 602 05-24-10 5 49950 3970 602 05-26-10 7 53970 4290 602 06-16-10 28 602 06-16-10 28 602 Hold H 2 603 05-24-10 5 40340 3210 603 05-26-10 7 42970 3420 603 06-16-10 28 603 06-16-10 28 603 Hold H Cylinder Data AirConcreteAirUnit SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket 3 No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 602 5.0 7:25 AM 70 74 1.3 150.8 999478 2 603 4.5 9:10 AM 72 78 1.6 150.2 999526 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 40 REG PROJECT NO. 16566 SAMPLE DATE: 05-19-10 PAGE: 2 of 2 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-MailSubmitted by: Distribution: (1) Ratcliff Constructors/ REED ENGINEERING GROUP, LTD. Mr. Charley Conway Registration Number F-3114 (1) City of Coppel/Mr. Larry Davis (1) City of Coppell/Mr. Mike Arellano (1) Ratcliff Constructors/Mr. Derek Free (1) McHale Engineering/ Mr. Gary McHale Mickey Lawson (1) Pavecon Commercial Concrete/ Assistant Manager, CMT Mr. Chad Robertson ML/rt Mail Distribution: (1) Pross Design Group/Mr. Mark Pross