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Shake & Shingle 2-LR100215
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 11 4200 Beltway Drive REPORT DATE: 02-15-10 Addison, Texas 75001 REG PROJECT NO. 16566 ATTN: Mr. Max Young TECHNICIAN: D. Gazley 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 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 1 02-03-10 Water Line: 70’N, 35’W(1) 2.0 96.8 23.0 1 96.6 2 Water Line: 70’N, 35’W(1) 1.0 95.7 24.1 1 95.5 3 Water Line: 70’N, 35’W(1) 0.0 96.7 22.4 1 96.5 4 Water Line: 170’N, 35’W(1) 2.0 97.1 23.7 1 96.9 5 Water Line: 170’N, 35’W(1) 1.0 96.8 23.6 1 96.6 6 Water Line: 170’N, 35’W(1) 0.0 97.5 22.4 1 97.3 7 Water Line: 270’N, 35’W(1) 2.0 96.1 22.2 1 95.9 8 Water Line: 270’N, 35’W(1) 1.0 95.8 22.6 1 95.6 9 Water Line: 270’N, 35’W(1) 0.0 95.3 25.3 1 95.1 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from S.W. corner of Building 3. Submitted by: E-Mail Distribution: (1) Ratcliff Constructors/Mr. Max Young REED ENGINEERING GROUP, LTD. (1) City of Coppel/Mr. Larry Davis Registration Number F-3114 (1) City of Coppell/Mr. Mike Arellano (1) Ratcliff Constructors/Mr. Derek Free Mail Distribution: (1) Pross Design Group/Mr. Mark Pross Bill Woolwine Sr. Manager, CMT BW/cn 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX