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CRDC 1401- LR160121 2424 STUTZ DR.  SUITE 400  DALLAS, TX 75235  TEL [214] 350 5600  FAX [214] 350 0019 REPORT OF FIELD DENSITY TESTS Denton Tap Streetscape Denton Tap Road and Sandy Lake Road Coppell, Texas REPORTED TO: City of Coppell 265 E. Parkway Boulevard Coppell, Texas 75019 ATTN: Mr. George Marshall REPORT NO. 6 REPORT DATE: 01-21-16 REG PROJECT NO. 20819 TECHNICIAN: I. Overland PAGE: 1 of 1 Proctor No. ASTM Standard Description Optimum Moisture, % Maximum Density, PCF 1 D-698 Yellowish brown silty clayey sand 11.1 113.6 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 4 01-13-16 Franchise Utilities: 37’S, 38’W(1) 3.0 110.1 12.3 1 96.9 5 Franchise Utilities: 37’S, 37’W(1) 2.0 109.9 11.9 1 96.7 6 Franchise Utilities: 37’S, 36’W(1) 1.0 109.7 12.1 1 96.5 7 Franchise Utilities: 37’S, 35’W(1) 0.0 109.9 12.9 1 96.7 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SW corner of Zoe’s Kitchen. E-Mail Distribution: (1) City of Coppell/Mr. George Marshall (1) City of Coppell/Mr. Marcus Marion (1) City of Coppell/Ms. Michelle Matunas (1) Pavecon/Mr. Michael Beattie Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F-3114 Bill Woolwine Sr. Manager, CMT BW/sp