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Shake & Shingle 2-LR100427 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 REPORT OF FIELD GRADATION TESTS Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 33 4200 Beltway Drive REPORT DATE: 04-27-10 Addison, Texas 75001 REG PROJECT NO. 16566 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Specification SievePercentSievePercentSievePercent SizePassing (%) SizePassing (%) SizePassing (%) 1-3/4” 100 3/4” 85 #4 60 PassingPassingPassing DateLocation1-3/4” Sieve3/4” Sieve #4 Sieve 04-05-10 Paving: 30’S, 10’W(1) 100 98 76 Paving: 65’S, 20’W(2) 100 96 70 Paving: 45’S, 20’E(3) 100 90 65 04-06-10 Paving: 30’S, 20’E(2) 100 91 65 Footnotes: (1) Measurements referenced from N.W. corner of Building 3. (2) Measurements referenced from S.W. corner of Building 4. (3) Measurements referenced from N.E. corner of Building 4. 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 Mail Bill Woolwine Distribution: (1) Pross Design Group/Mr. Mark Pross Sr. Manager, CMT BW/mg 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 34 4200 Beltway Drive REPORT DATE: 04-27-10 Addison, Texas 75001 REG PROJECT NO. 16566 ATTN: Mr. Charley Conway TECHNICIAN: J. Gray PAGE: 1 of 1 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 (%) 46 04-07-10 Paving: 10’S, 15’W(1) 0.0 98.7 20.2 5 95.2 47 Paving: 100’S, 20’W(1) 0.0 99.8 20.1 5 96.3 48 Paving: 15’S, 20’W(2) 0.0 100.2 18.9 5 96.7 49 Paving: 80’S, 20’W(2) 0.0 99.6 19.4 5 96.1 50 Paving: 45’N, 30’E(2) 0.0 99.0 20.9 5 95.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. corner of Building 4. (2) Measurements referenced from N.W. corner of Building 3. 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 Mail Bill Woolwine Distribution: (1) Pross Design Group/Mr. Mark Pross Sr. Manager, CMT BW/mg 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT OF PIER OBSERVATION Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 31 4200 Beltway Drive REPORT DATE: 04-27-10 Addison, Texas 75001 REG PROJECT NO. 16566 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 1 CONTRACTOR: Ratcliff Constructors Building 3 ShaftRequiredDepth to Total DepthActualConcrete Size PenetrationStratumof Pier PenetrationLength DatePier No. (inches)(feet)(feet)(feet)(feet)(feet) 04-05-10 A-4.1 24 6.0 25.0 32.0 7.0 30 A-4.5 24 6.0 24.0 30.3 6.2 28.2 A-5.2 24 6.0 24.8 31.2 6.4 29.8 A-5.5 24 6.0 22.4 28.7 6.3 27.5 A-6 24 6.0 24.0 30.7 6.7 29.2 A.5-6 24 6.0 22.5 29.0 6.5 28.0 B.3-6 24 6.0 24.6 31.3 6.7 30.0 D-5 24 6.0 24.0 30.0 6.0 28.0 D-4.5 24 6.0 25.8 31.8 6.0 27.7 B.9-4.5 24 6.0 24.5 30.5 6.0 26.6 04-06-10 B.9-5.5 24 6.0 26.0 32.3 6.3 28.3 D-5.5 24 6.0 24.6 30.8 6.2 26.8 Reinforcing Steel: 24” 6-#7 bars with #3 spirals at a 12 inch pitch. Note: All piers required use of temporary casing. 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 Mail Distribution: (1) Pross Design Group/Mr. Mark Pross Ronald F. Reed, P.E. BW/mg 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT OF PIER OBSERVATION Ingle Office Buildings 3 & 4 Northlake Drive and E. Belt Line Road Coppell, Texas REPORTED TO:REPORT NO. Ratcliff Constructors 32 4200 Beltway Drive REPORT DATE: 04-27-10 Addison, Texas 75001 REG PROJECT NO. 16566 ATTN: Mr. Charley Conway TECHNICIAN: G. Tsougarakis PAGE: 1 of 2 CONTRACTOR: Ratcliff Constructors Building 4 Pier Diameter Bell Diameter Depth Before Final Depth Concrete DatePier No. (inches)(inches)Bell (feet) of Pier (feet) Length (feet) 04-06-10 B-2 24 48 10.5 10.6 10.6 B-3 24 48 9.6 9.6 9.6 B-4 24 48 8.5 8.6 8.6 B-5 24 48 8.5 8.6 8.6 A-6 24 48 9.3 9.4 8.0 A-5.5 24 48 9.0 9.2 8.0 A-5.2 24 48 9.7 10.0 8.5 A-4.3 24 48 9.3 9.3 8.0 A-4.1 24 48 10.0 10.2 8.8 A-3.5 24 48 10.0 10.0 8.5 A-3 24 48 9.8 9.8 8.3 A-2.5 24 48 9.6 10.0 8.5 A-2 24 48 10.8 11.0 9.5 A-1.5 24 48 10.0 10.2 8.8 A-1 24 48 10.2 10.8 9.3 A.7-1 24 48 10.3 106 9.1 B.4-1 24 48 10.2 10.4 9.0 B.9-1.5 24 48 10.0 10.2 8.7 04-07-10 C-1 24 48 10.0 10.5 9.0 D-1.5 24 48 10.0 10.2 7.7 D-2 24 48 9.0 9.2 8.0 B.9-2.5 24 48 10.0 10.2 7.0 D-2.5 24 48 10.0 10.2 7.0 B.9-3 24 48 9.5 9.6 7.6 D-3 24 48 9.5 9.8 7.8 D-3.5 24 48 9.2 9.3 8.0 B.9-4 24 48 9.5 9.5 7.5 D-4 24 48 9.1 9.5 7.5 B.9-4.3 24 48 10.0 10.2 8.0 D-4.3 24 48 9.0 9.2 8.0 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 32 REPORT DATE: 04-27-10 REG PROJECT NO. 16566 PAGE: 2 of 2 Building 4 Pier Diameter Bell Diameter Depth Before Final Depth Concrete DatePier No. (inches)(inches)Bell (feet) of Pier (feet) Length (feet) 04-07-10 D-5 24 48 9.0 9.2 8.0 B.9-5.5 24 48 10.0 10.0 8.0 D-5.5 24 48 8.7 8.7 6.0 C-6 24 48 10.2 10.2 9.0 B.4-6 24 48 9.2 9.4 8.0 A.7-1 24 48 9.0 9.2 8.0 Dumpster Piers Pier Diameter Bell Diameter Depth Before Final Depth Concrete DatePier No. (inches)(inches)Bell (feet) of Pier (feet) Length (feet) 04-07-10 N.W. 18 36 9.4 9.6 8.0 N.E. 18 36 8.7 9.0 8.0 S.E. 18 36 8.8 9.3 8.0 S.E. 18 36 9.7 9.7 8.3 Reinforcing Steel: 18” 6-#6 vertical bars with #3 ties at 12 inches O.C. 24” 6-#7 vertical bars with #3 ties at 12 inches O.C. 24” 7-#7 vertical bars with #3 ties at 12 inches O.C. 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 Mail Ronald F. Reed, P.E. Distribution: (1) Pross Design Group/Mr. Mark Pross BW/mg