WA9701-LR060403a f
8908 Ambassador Row, Dallas, T\ 75247
2696 Gravel Drive, Fort R'orth, TN 7 6118
7 " 7 01 W Little 1 ork, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DE NSITY TESTING
Client- City of Coppell
Report No.
253419
Ms Suzan Taylor
Project No.:
0511107
PO Box 9478
Date of Service:
03/29/2006
Coppell TX 75019
Report Date:
04/03/2006
Project: Denton Tap Road
16" Waterline
Coppell, Texas
Services. Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DAT
CONTRACTOR. .1 T Dersner Inc Standard Counts
Test Methods: ASTM D -2922 Gauge: Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No: 25249 Current: 664 Current: 2436
Test Mode: DT Previous: 655 Previous: 2422
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
p1/D No, Description Moisture % Density pcf Moisture Density
1 Crushed Limestone w/ Clayey Sand 8.5 133 0 NA 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Paving
1 16" water line, Denton Tap Road, Station 6" 1 6 9 135 7 127 0 95
25 +00
Test results on this report meet project
Technician Ken Brlmmgham
Report Distribution
(1) City of Coppell
t 11 Crtv of Coppell
Started 7 1 5a Finished. 9 452
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quaht-,
(composition. appearance, etc ) or am other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and reports are
for the exclusive use of the clients to whom the are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
07TM Page 1 of I
CMT Operations Manager