CRDC1401- LR160419
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. 27
REPORT DATE: 04-19-16
REG PROJECT NO. 20819
TECHNICIAN: J. Castanada
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 (%)
58 04-06-16 Right Turn Lane: Denton Tap
Road, 3’E(1)
0.0 111.9 12.6 1 98.5
59 Right Turn Lane: Denton Tap
Road, 9’E(1)
0.0 111.9 12.7 1 98.4
60 Right Turn Lane: Denton Tap
Road, 12’E(1)
0.0 111.7 12.5 1 98.3
61 Fire Lane: 5’E of west curb(2) 0.0 110.2 13.3 1 97.0
62 Fire Lane: 10’E of west curb(2) 0.0 109.6 13.4 1 96.5
63 Fire Lane: 15’E from west curb(2) 0.0 110.1 13.7 1 97.0
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from Sandy Lake Road.
(2) Measurements located between Schlotzky’s and Smash Burger.
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