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Shake & Shingle 2-LR100210
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 12 4200 Beltway Drive REPORT DATE: 02-10-10 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 (%) 10 02-10-10 Storm Line: 90’S, 35’W(1) 0.0 89.1 27.3 1 88.9 () 11 Storm Line: 100’S, 35’W(1) 0.0 94.9 23.3 2 86.9 () 12 Storm Line: 5’S, 35’W(1) 0.0 92.2 28.1 1 92.0 () 13 Storm Line: 95’N, 35’W(1) 0.0 95.5 27.7 2 87.5 () 14 Storm Line: 200’N, 35’W(1) 0.0 89.7 28.9 1 89.5 () 15 Storm Line: 300’N, 35’W(1) 0.0 93.6 26.4 1 93.4 () Footnote: (1) Measurements referenced from N.W. corner of Building 3. () Indicates failing test, not retested as of this report. E-MailSubmitted by: 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