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Shake & Shingle 2-LR100405 CONCRETE CYLINDER TEST REPORT Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 26 4200 Beltway Drive REG PROJECT NO. 16566 Addison, Texas 75001 SAMPLE DATE: 04-05-10 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Location of Sample Set Number Location Quantity Represented 1 Building 3 Piers: A-4.1 50/50 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 9881 04-12-10 7 47960 3820 9881 05-03-10 28 9881 05-03-10 28 9881 Hold H Cylinder Data AirConcreteAirUnit SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket 3 No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 9881 5.0 3:30 PM 75 84 1.2 149.4 982912 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 28 4200 Beltway Drive REG PROJECT NO. 16566 Addison, Texas 75001 SAMPLE DATE: 04-05-10 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Location of Sample Set Number Location Quantity Represented 1 Building 3 Piers: B.9-1.5 40/40 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 9902 04-13-10 7 47140 3750 9902 05-04-10 28 9902 05-04-10 28 Cylinder Data AirConcreteAirUnit SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket 3 No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 9902 5.0 4:15 PM 82 86 1.2 149.3 983519 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 26 4200 Beltway Drive REG PROJECT NO. 16566 Addison, Texas 75001 SAMPLE DATE: 04-05-10 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Location of Sample Set Number Location Quantity Represented 1 Building 3 Pier: A-4.1 50/50 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 9881 04-12-10 7 47960 3820 9881 05-03-10 28 70460 5610 9881 05-03-10 28 69840 5560 5590 9881 Hold H Cylinder Data AirConcreteAirUnit SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket 3 No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 9881 5.0 3:30 PM 75 84 1.2 149.4 982912 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 28 4200 Beltway Drive REG PROJECT NO. 16566 Addison, Texas 75001 SAMPLE DATE: 04-05-10 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Location of Sample Set Number Location Quantity Represented 1 Building 3 Pier: B.9-1.5 40/40 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 9902 04-13-10 7 47140 3750 9902 05-04-10 28 69880 5560 9902 05-04-10 28 69370 5520 5540 Cylinder Data AirConcreteAirUnit SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket 3 No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 9902 5.0 4:15 PM 82 86 1.2 149.3 983519 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