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Shake & Shingle 2-LR100622 CONCRETE CYLINDER TEST REPORT Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 52 4200 Beltway Drive REG PROJECT NO. 16566 Addison, Texas 75001 SAMPLE DATE: 06-22-10 ATTN: Mr. Charley Conway TECHNICIAN: R. Hollings PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Location of Sample Set Number Location Quantity Represented 1 Paving: 95’N, 25’E from S.E. corner of building 4 30/70 Design Information Source of Concrete Mix Identification Specified Strength (psi) TXI 8273 3000 Test Results SetCylinder Age @ Total Load Compressive Average No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi) 1 927 06-29-10 7 66700 5310 927 07-20-10 28 927 07-20-10 28 927 Hold H Cylinder Data AirConcreteAirUnit SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket 3 ) No.ID(inches)Sample(°F)(°F)(%) (lbs/ftNumber 1 927 4.0 5:50 AM 80 84 4.6 147.5 1014351 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) 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 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 49 4200 Beltway Drive REPORT DATE: 06-22-10 Addison, Texas 75001 REG PROJECT NO. 16566 ATTN: Mr. Charley Conway DATE OBSERVED: 06-09-10 TECHNICIAN: R. Weathersby PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Slab leave-out: 0-190’N, 0-8’W and 0-4’N, 0-70’W from Items Observed: the S.E. corner of Building 3. 0-190’S, 0-8’W and 0-4’S 0-70’E from the N.E corner of Building 3 Slab leave-out: 0-190’N, 0-8’W and 0-4’N, 0-70’W from the S.E. corner of Building 4 and 0-190’S, 0-8’E and 0 to 4’S, 0-70’E from the N.W. corner of Building 4 Reference Plans or Notes Used: Sheet S5 x There were no deviations noted. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. 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) McHale Engineering/ Mr. Gary McHale Ronald F. Reed, P.E. Mail RFR/mg Distribution: (1) Pross Design Group/Mr. Mark Pross 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT OF FIELD DENSITY TESTS Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 48 4200 Beltway Drive REPORT DATE: 06-22-10 Addison, Texas 75001 REG PROJECT NO. 16566 ATTN: Mr. Charley Conway TECHNICIAN: T. Gleaves PAGE: 1 of 2 CONTRACTOR: Ratcliff Constructors ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Brown sandy clay 21.8 100.2 2 D-698 Brown and reddish brown sandy clay w/gravel16.9 109.2 3 D-698 Reddish brown clayey sand 11.5 113.8 4 D-698 Reddish tan clayey sand 11.1 117.2 5 D-698 Brown sandy clay (lime-treated) 17.8 103.6 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 65 06-07-10 Bldg 3 Leave-out: 198’S, 20’W(1) 0.0 112.4 12.8 4 95.9 66 Bldg 3 Leave-out: 150’S, 1’W(1) 0.0 113.6 12.0 4 96.9 67 Bldg 3 Leave-out: 40’S, 1’W(1) 0.0 111.9 13.1 4 95.5 68 Bldg 3 Leave-out: 1’S, 50’W(1) 0.0 112.8 12.4 4 96.2 69 Bldg 3 Leave-out: 10’S, 70’W(1) 0.0 113.9 11.0 4 97.2 70 Bldg 3 Leave-out: 120’S, 70’W(1) 0.0 114.6 10.7 4 97.8 71 06-08-10 Bldg 4 Leave-out: 30’N(2) 0.0 113.2 13.0 4 96.6 () 72 Bldg 4 Leave-out: 120’N(2) 0.0 112.7 13.4 4 96.2 () 73 Bldg 4 Leave-out: 30’S(3) 0.0 114.0 12.1 4 97.3 () 74 Bldg 4 Leave-out: 30’W(3) 0.0 113.8 11.3 4 97.1 () 75 Bldg 4 Leave-out: 54’S(4) 0.0 111.8 13.8 4 95.4 () 76 Bldg 4 Leave-out: 87’N(5) 0.0 112.4 14.0 4 95.9 () 77 Bldg 4 Leave-out: 18’N(5) 0.0 114.8 10.8 4 98.0 () 78 Bldg 4 Leave-out: 33’E(5) 0.0 113.6 11.9 4 96.9 () Comments: Where tested, materials were in compliance with project specifications. () Indicates passing retest from 06-03-10, Report No. 47. Footnotes: (1) Measurements referenced from N.E. corner of Building 4. (2) Measurements referenced from S.E. corner of Building 4. (3) Measurements referenced from N.E. corner of Building 4. (4) Measurements referenced from N.W. corner of Building 4. (5) Measurements referenced from S.W. corner of Building 4. 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 48 REPORT DATE: 06-22-10 REG PROJECT NO. 16566 PAGE: 2 of 2 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) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) Pross Design Group/Mr. Mark Pross Bill Woolwine Sr. Manager, CMT BW/mg