CRDC1401- LR160308
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. 14
REPORT DATE: 03-08-16
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 (%)
15 02-29-16 Turn Lane: STA 81+50 0.0 111.4 12.2 1 98.0
16 Turn Lane: STA 82+70 0.0 111.9 12.0 1 98.5
17 Manhole: STA 10+00 8.0 109.9 15.1 1 96.7
18 Manhole: STA 10+00 7.0 110.0 15.7 1 96.8
19 Manhole: STA 10+00 6.0 110.2 14.5 1 97.0
20 Manhole: STA 10+00 5.0 109.6 15.2 1 96.4
21 Manhole: STA 10+00 4.0 109.3 15.5 1 96.2
22 Manhole: STA 10+00 3.0 109.7 15.4 1 96.5
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