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Coppell Ind 2-LR130425
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 408 3090 Olive Street, Suite 300 REPORT DATE: 04-25-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: T. Gleaves/ I. Overland 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 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 (%) 6327 04-25-13 Paving: 450’N, 20’W(1) 0.0 98.6 23.2 1 97.6 6328 Paving: 600’N, 54’W(1)0.0 97.5 24.0 1 96.5 6329 Paving: 750’N, 70’W(1)0.0 99.0 22.6 1 98.0 6330 Paving: 900’N, 40’W(1)0.0 98.2 23.5 1 97.2 6331 Slab Leave-out: S/1.1 3.0 97.9 23.2 1 96.9 6334 Slab Leave-out: S.5/1.1 2.0 97.1 24.0 1 96.1 6335 Slab Leave-out: R.8/1.1 1.0 98.1 23.7 1 97.1 6336 Slab Leave-out: S.2/1.1 0.0 94.0 24.8 11 97.5 6337 04-26-13 Slab Leave-out: K.5/11.9 1.0 97.8 23.2 1 96.8 6338 Slab Leave-out: H.5/11.9 1.0 98.3 22.6 1 97.3 6339 Slab Leave-out: G.5/11.9 1.0 96.5 23.7 1 95.5 6340 Slab Leave-out: E/11.9 1.0 97.2 24.0 1 96.2 6341 Slab Leave-out: L/11.9 0.0 98.7 22.5 1 97.7 6342 Slab Leave-out: J.5/11.9 0.0 97.9 23.1 1 96.9 6343 04-29-13 Slab Leave-out: G.5/12 0.0 96.4 22.7 1 95.4 6344 Slab Leave-out: F.5/12 0.0 96.6 21.5 1 95.6 6345 Slab Leave-out: E.5/12 0.0 98.0 22.7 1 97.0 6346 Slab Leave-out: D/12 3.0 97.3 22.8 1 96.3 6347 Slab Leave-out: B/12 3.0 96.7 21.9 1 95.7 6348 Fire Lane: 590’S, 5’W(2) 0.0 97.4 21.9 2 96.7 6349 Fire Lane: 600’S, 27’W(2) 0.0 98.1 21.7 2 97.4 6350 Fire Lane: 670’S, 45’W(2) 0.0 98.6 21.8 2 97.9 6351 Fire Lane: 710’S, 20’W(2) 0.0 97.7 21.7 2 97.0 6352 Fire Lane: 770’S, 80’W(2) 0.0 97.9 22.9 2 97.2 6353 Fire Lane: 830’S, 58’W(2) 0.0 97.5 21.0 2 96.8 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 408 REPORT DATE: 04-25-13 REG PROJECT NO. 18520 PAGE: 2 of 2 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 6354 04-29-13 Slab Leave-out: C.5/12 2.0 98.8 22.2 1 97.8 6355 Slab Leave-out: B.5/12 2.0 95.8 23.7 1 95.1 6356 Slab Leave-out: C/12 1.0 96.8 21.3 1 95.8 6357 Slab Leave-out: B/12 1.0 96.2 22.3 1 95.2 6358 Slab Leave-out: AA.3/12 3.0 98.1 21.9 1 97.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SW building corner. (2) Measurements referenced from NW building corner. Submitted by: E-Mail 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