CRDC 1401- LR160118REPORT 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. 5
REPORT DATE: 01-18-16
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 (%)
1 01-11-16 Electric Line: 38’S, 40’W(1) 5.0 109.7 14.0 1 96.5
1 Electric Line: 35’S, 15’W(1) 5.0 109.9 13.8 1 96.7
2 Electric Line: 37’S, 38’W(1) 4.0 110.1 13.1 1 96.9
3 Electric Line: 35’S, 20’W(1) 4.0 110.5 13.9 1 97.2
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (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/mg