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CRDC1401- LR160311 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. 16 REPORT DATE: 03-11-16 REG PROJECT NO. 20819 TECHNICIAN: I. Juarez 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 (%) 23 03-02-16 Manhole: STA 10+00 2.0 109.3 15.7 1 96.2 24 Manhole: STA 10+00 1.0 109.5 15.1 1 96.3 25 Manhole: STA 10+00 0.0 109.0 15.9 1 95.9 Comments: Where tested, materials were in compliance with project specifications. 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