CRDC1401- LR160317
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. 17
REPORT DATE: 03-17-16
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
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 (%)
26 03-07-16 Turn Lane: 15’S, 8’W(1) 0.0 110.2 12.5 1 97.0
27 Turn Lane: 39’S, 10’W(1) 0.0 109.7 12.9 1 96.5
28 Turn Lane: 105’S, 7’W(1) 0.0 111.5 11.8 1 98.1
29 Turn Lane: 57’S, 5’W(1) 0.0 109.5 12.4 1 96.3
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from north bound at Denton Tap Road and
Sandy Lake Road intersection, SE of intersection.
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/jm