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Coppell Ind 2-LR130520 (2) REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 419 3090 Olive Street, Suite 300 REPORT DATE: 05-20-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 1 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 6407 05-06-13 Slab leave-out: AA/12 3.0 94.8 22.6 6 95.3 6408 Slab leave-out: DD/12 4.0 94.6 23.1 6 95.1 6409 Slab leave-out: DD/12 3.0 95.3 22.5 6 95.8 6410 Slab leave-out: GG/12 4.0 94.9 23.2 6 95.4 6411 Slab leave-out: GG/12 3.0 95.7 22.6 6 96.2 6412 Paving: 1035’N, 65’E(1) 0.0 97.8 21.3 3 95.4 6413 Paving: 1125’N, 90’E(1) 0.0 97.5 21.8 3 95.1 6414 Paving: 1300’N, 90’E(1) 0.0 98.1 21.0 3 95.7 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. E-MailSubmitted by: Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/jm (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell (1) Ms. Sacha Miner 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 416 3090 Olive Street, Suite 300 REPORT DATE: 05-20-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers/ D. Gazley PAGE: 1 of 2 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253(Relative Density) Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay 21.1 100.8 w/calcareous nodules 10 D-698 Flex base 15.6 117.4 11 D-698 Dark brown clay (lime-treated) 23.0 96.4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 6386 05-02-13 Slab leave-out: J/1 4.0 95.5 22.4 6 96.0 6387 Slab leave-out: J/1 3.0 94.8 23.3 6 95.3 6388 Panel leave-out: H/1 2.0 94.9 23.6 6 95.4 6389 Panel leave-out: H/1 1.0 95.3 22.9 6 95.8 6390 Panel leave-out: H/1 0.0 95.8 22.3 6 96.3 6391 Pier Cap: B/0.5 3.0 97.5 21.5 3 95.1 6392 Pier Cap: B/0.52.0 98.0 21.2 3 95.6 6393 Pier Cap: B/0.51.0 97.9 21.6 3 95.5 6394 Pier Cap: B/0.50.0 98.5 21.0 3 96.1 6395 Paving: 625’N, 45’E(1) 0.0 96.2 22.4 1 95.2 6396 Paving: 750’N, 95’E(1) 0.0 97.1 21.7 1 96.1 6397 Paving: 900’N, 100’E(1) 0.0 96.6 21.9 1 95.6 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 416 REPORT DATE: 05-20-13 REG PROJECT NO. 18520 PAGE: 2 of 2 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 6398 05-03-13 Elevator Pit: AA/2.3 N 6.0 96.4 21.9 1 95.4 6399 Elevator Pit: AA/2.3 E 5.0 97.1 21.8 1 96.1 6400 Elevator Pit: AA/2.3 S 4.0 96.2 22.3 1 95.2 6401 Elevator Pit: AA/2.3 W 3.0 97.5 21.7 1 96.5 6402 Elevator Pit: AA/2.3 N 2.0 97.9 21.6 1 96.9 6403 Elevator Pit: AA/2.3 E 1.0 95.4 22.7 6 95.9 6404 05-01-13 Elevator Pit: AA.3/2.1 0.0 97.5 23.3 6 98.0 6405 Slab leave-out: P.5/1 1.0 96.3 24.0 6 96.8 6406 Slab leave-out: Q.5/1 0.0 97.0 23.0 6 97.5 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from SE building corner. E-MailSubmitted by: Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/jm (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell (1) Ms. Sacha Miner