WA9701-LR060124Bane Engineering
0
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -P LACE DENSITY TESTING
Client: City of Coppell
Report No.:
249209
Ms. Suzan Taylor
Project No.:
0511107
PO Box 9478
Date of Service:
01/17/2006
Coppell TX 75019
Report Date:
01/24/2006
Project: Denton Tap Road
16" Waterline
Coppell, Texas
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT_ DATA
CONTRACTOR: City of Coppell Standard Counts
Test Methods: ASTM D -2922 Gauge: Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No: 35518 Current: 678 Current: 2596
Test Mode: DT Previous: 730
MOISTURE DENSITY RELATIONS
Maximum
MI D No, Description Mo isture % D ensity pcf
1 Dark Brown Silty Clay w/ Organics 25.5 94.5
Previous: 2588
Project Requirements
Moisture Density
Optimum +4 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Utility backfill
1 16" water line, Station 16 +28, 10' below 6" 1
grade
Utility backfill
2 16" water line, Station 16 +28, 8' below 6" 1
grade
Test results on this report meet project
Technician: Joe Jernigan
Report Distribution.
(1) City of Coppell
(1) City of Coppell
Started: 2 OOpm Finished. 3.301
25 8
1176
93.5
99
25.5
116.2
92.6
98
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.
07TM Page 1 of 1
K. Scott Watson, AET
CMT Operations Manager