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Shake & Shingle 2-LR100226
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 15 4200 Beltway Drive REPORT DATE: 02-26-10 Addison, Texas 75001 REG PROJECT NO. 16566 ATTN: Mr. Charley Conway TECHNICIAN: J. Bowers 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 (%) 16 02-19-10 Storm Line: 150’S, 35’W(1) 0.5 85.2 32.8 1 85.0 () 17 Storm Line: 40’S, 35’W(1) 0.5 87.8 29.6 1 87.6 () 18 Storm Line: 100’N, 35’W(1) 2.0 87.1 32.3 1 86.9 () 19 Storm Line: 225’N, 35’W(1) 0.5 88.8 28.7 1 88.6 () 20 Water Line: 20’N, 20’E(2) 1.0 95.6 23.2 1 95.4 21 Water Line: 20’N, 20’E(2) 0.0 96.1 23.0 1 95.9 22 Water Line: 40’N, 60’E(2) 1.0 95.8 22.9 1 95.6 23 Water Line: 40’N, 60’E(2) 0.0 96.4 22.8 1 96.2 Comments: Where tested, materials were in compliance with project specifications, unless noted otherwise. Footnotes: (1) Measurements referenced from N.W. corner of Building 3. (2) Measurements referenced from N.W. corner of Building 4. () Indicate failing test, not retested as of this report. 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 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