WA9701-LR0604048908 Ambassador Row, Dallas, TX 7247
2696 Gravel Drive, Fort worth, TX 76118
7 ^01 R' Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client. Ctt}e of Coppell
Report No.
253518
Ms Suzan Taylor
Project No.
0511107
PO Box 9478
Date of Service:
03/30/2006
Coppell TX 75019
Report Date.
04/04/2006
Project Denton Tap Road
16" Waterline
Coppell. Texas
Services. Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR. J T Dersner Inc. Standard Counts
Test Methods. ASTM D -2922 Gauge Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No 33438 Current: 572 Current: 2553
Test Mode: BS Previous: 579 Previous: 2561
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
WD No. Description Moisture % Density pcf Moisture Density
1 Crushed Limestone w /Clayey Sand 8 5 133 0 NA 95 min
FIELD DENSITY.-TES S
TEST PROBE 'BUD MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pef) (pcf) (% max)
Water line
1 16" water line, Denton Tap at Station 0" 1
40 +10, T below grade
Water line
2 16" water line, Denton Tap at Station 0" 1
40 +08, 2' below grade
Water line
3 16" water line, Denton Tap at Station 0" 1
40+11, final
Test results on this report meet project
Technician Julio Perez
Report Distribution
(1) City of Coppell
(1) City of Coppell
Started 1 30pm Finished. 5 001
86 1447
76 1407
66 136.9
133.2 100
130 8 98
1284 97
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc ) or any 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 they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
07TNI Page 1 of 1
K. Scott Watson, AET
CMT Operations Manager