ST9301-LR060413 Rone Engineering 8908 Ambassador Row, Dallas, TX 75247
1 V 1 �e �r 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
CIient: City of Coppell Report No.: 254205
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 04/10/2006
Coppell TX 75019 Report Date: 04/13/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
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Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Standard Counts
Test Methods: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 33438 Current: 576 Current: 2537
Test Mode: DT Previous: 575 Previous: 2543
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Roadway
1 Sandy Lake Road, Station 42 +46, 40' right, 6" 1 14.0 128.6 112.8 100
elevation 45 +00
Roadway
2 Sandy Lake Road, Station 42 +48, 43' right, 6" 1 17.1 127.8 109.1 97
elevation 45 +50
Roadway
3 Sandy Lake Road, Station 42 +50, 45' right, 6" 1 14.9 128.8 112.1 99
46 +00
Roadway
4 Sandy Lake Road, Station 33 +00, 42' right, 6" 1 15.2 129.4 112.3 99
elevation 45 +00
Roadway
5 Sandy Lake Road, Station 36 +00, 44' right, 6" 1 15.3 127.8 110.8 98
elevation 45 +00
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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