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Northlake 635(5)-LR110913 I=IEE]=1 Er1G I r1EER11 - i [ GEOTECHNICAL AND G FR O LJ P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Lakeshore Paving Addition Lakeshore Drive and Crestside Drive Coppell, Texas REPORTED TO: Mobley - Speed REPORT NO. 3 4699 Production Drive REPORT DATE: 09 -13 -11 Dallas, Texas 75235 REG PROJECT NO. 17715 ATTN: Mr. David Rupley TECHNICIAN: D. Gazley PAGE: 1 of 1 Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D -698 Brown sandy clay 18.8 102.3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) _ (pcf) ( %) ID Level ( %) 1 09 -13 -11 Paving: 300'S, 80'E(1) 0.0 97.3 18.8 1 95.1 2 Paving: 380'S, 160'E(1) 0.0 98.5 20.1 1 96.3 3 Paving: 300'S, 240'E(1) 0.0 98.6 18.8 1 96.4 4 Paving: 380'S, 365'E(1) 0.0 99.7 18.3 1 97.5 5 Approach: 150'S, 15'E(1) 0.0 98.3 19.9 1 96.1 6 Paving: 240'S, 40'E(1) 0.0 99.5 18.5 1 97.3 7 Paving: 480'S, 200'E(1) 0.0 97.3 20.1 1 95.1 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from S.W. corner Block D, Lot 1R2. Mail Submitted by: Distribution: (1) Mobley- Speed /Mr. David Rupley REED ENGINEERING GROUP, LTD. E -Mail Registration Number F -3114 Distribution: (1) Mobley- Speed /Mr. David Rupley / Bill Woolwine Sr. Manager, CMT BW /mg 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019