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Shake & Shingle 2-LR100407 CONCRETE CYLINDER TEST REPORT Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 29 4200 Beltway Drive REG PROJECT NO. 16566 Addison, Texas 75001 SAMPLE DATE: 04-07-10 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Location of Sample Set Number Location Quantity Represented 1 Building 4 Pier: C-6 30/30 Design Information Source of Concrete Mix Identification Specified Strength (psi) TXI 9506 3000 Test Results SetCylinder Age @ Total Load Compressive Average No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi) 1 9920 04-14-10 7 47920 3810 9920 05-05-10 28 9920 05-05-10 28 9920 Hold H Cylinder Data AirConcreteAirUnit SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket 3 No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 9920 5.0 2:30 PM 72 76 1.2 149.4 983913 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) Pavecon Commercial Concrete/ Mr. Chad Robertson Mickey Lawson Assistant Manager, CMT Mail ML/rt Distribution: (1) Pross Design Group/Mr. Mark Pross 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX CONCRETE CYLINDER TEST REPORT Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 29 4200 Beltway Drive REG PROJECT NO. 16566 Addison, Texas 75001 SAMPLE DATE: 04-07-10 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Location of Sample Set Number Location Quantity Represented 1 Building 4 Pier: C-6 30/30 Design Information Source of Concrete Mix Identification Specified Strength (psi) TXI 9506 3000 Test Results SetCylinder Age @ Total Load Compressive Average No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi) 1 9920 04-14-10 7 47920 3810 9920 05-05-10 28 66480 5290 9920 05-05-10 28 68670 5470 5380 9920 Hold H Cylinder Data AirConcreteAirUnit SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket 3 No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 9920 5.0 2:30 PM 72 76 1.2 149.4 983913 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) Pavecon Commercial Concrete/ Mr. Chad Robertson Mickey Lawson Assistant Manager, CMT Mail ML/rt Distribution: (1) Pross Design Group/Mr. Mark Pross 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX 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 28 292 05-25-10 28 292 Hold H 2 293 05-04-10 7 50030 3980 293 05-25-10 28 293 05-25-10 28 293 Hold H 3 294 05-04-10 7 56040 4460 294 05-25-10 28 294 05-25-10 28 294 Hold H 4 295 05-04-10 7 55060 4380 295 05-25-10 28 2952 05-25-10 28 295 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 28 296 05-25-10 28 296 Hold H 6 297 05-04-10 7 46950 3740 297 05-25-10 28 297 05-25-10 28 297 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