ST9301-LR060626 Rone E ng i neer i ng 8908 Ambassador Row, Dallas, TX 75247
,r 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 258825
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 06/13/2006
Report Date: 06/26/2006
Project: East Sandy Lake Road : ) ,6' (9c-1477
ST 93 -01 Completion
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: Moisture Density
ASTM D -2922 t3'
ASTM D -3017 Gauge Serial No: 35558 Current: 611 Current: 2388
Test Mode: DT Previous: 613 Previous: 2402
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Paving fill
1 Eastbound, Sandy Lake R ', Station 6" 1 15.1 124.6 108.3 96
193 +50, 1.5' below gradk
Paving fill
2 Eastbound, Sandy Lake Road, Station 6" 1 15.0 124.2 108.0 96
194 +50, 1.5' below grade
Paving fill
3 Eastbound, Sandy Lake Road, Station 6" 1 15.2 127.0 110.2 98
193 +00, 1' below grade
Test results on this report meet project specification.
Technician: Dan Rogers Started: 12:30p Finished: 3:45pm •1 Oa" ! al . � "
Report Distribution: L AP, . (1) City of Coppell
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company Project Manager
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.