ST9301-LR060420 Rone Engineering 8908 Ambassador Row, Dallas, TX 75247
f 2696 Gravel Drive, Fort worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 254489
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 04/13/2006
Coppell TX 75019
Report Date: 04/20/2006
Project: East Sandy Lake Road
ST 93 -01 Completion ,(V k
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 M oisture Density
ASTM D - 2922 y
ASTM D - 3017 Gau Serial No: 33438 Current: 585 Current: 2559
Test Mode: DT Previous: 576 Previous: 2537
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 +4 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Roadway
1 Eastbound Sandy Lake Road, centerline, 6" 1 15.9 127.7 110.2 98
Station 33 +00, 3rd lift
Roadway
2 Eastbound Sandy Lake Road, centerline, 6" 1 16.6 127.7 109.5 97
Station 35 +00, 3rd lift
Roadway
3 Eastbound Sandy Lake Road, centerline, 6" 1 15.9 130.0 112.2 99
Station 37 +00, 3rd lift
Roadway
4 Eastbound Sandy Lake Road, centerline, 6" 1 16.2 128.4 110.5 98
Station 30 +00, 1st lift
Roadway
5 Eastbound Sandy Lake Road, centerline, 6" 1 16.9 128.0 109.5 97
Station 30 +02, 2nd lift
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.
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