CRDC1401- LR160411
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. 23
REPORT DATE: 04-11-16
REG PROJECT NO. 20819
TECHNICIAN: J. Castaneda
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
2 D-698 Dar brown sandy clay w/limestone fragments 16.4 108.6
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
(%)
Proctor
ID
Compaction
Level (%)
50 04-02-16 Denton Tap Road: 1.5’W from curb 0.0 110.2 14.9 1 97.0
51 Denton Tap Road: 2’W from curb 0.0 109.5 14.5 1 96.4
52 Denton Tap Road: 2’N, 2’E(1) 0.0 108.9 13.8 1 95.9
53 Denton Tap Road: 5’N, 5’E(1) 0.0 108.7 13.7 1 95.7
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from 1505 Denton Tap Road North Entrance.
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