CRDC1401- LR160406
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. 22
REPORT DATE: 04-06-16
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 (%)
38 03-24-16 Electric Line: STA 10+10 7.0 113.5 12.8 1 99.9
39 Electric Line: STA 10+10 6.0 113.2 12.9 1 99.6
40 Electric Line: STA 10+10 5.0 112.6 13.4 1 99.1
41 Electric Line: STA 10+10 4.0 109.5 13.8 1 96.3
42 Electric Line: STA 10+10 3.0 110.2 12.9 1 97.0
43 Electric Line: STA 10+10 2.0 110.5 13.2 1 97.2
44 Electric Line: STA 10+10 1.0 111.2 12.7 1 97.8
45 Electric Line: STA 10+10 0.0 111.0 12.5 1 97.7
46 Electric Line: STA 13+15 3.0 110.7 13.2 1 97.4
47 Electric Line: STA 13+15 2.0 110.3 13.6 1 97.0
48 Electric Line: STA 13+15 1.0 110.0 13.3 1 96.8
49 Electric Line: STA 13+15 0.0 109.8 13.9 1 96.6
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/jm