ST9301-LR050708 -Pone Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
r 6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 237154
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 07/01/2005
Coppell TX 75019 Report Date: 07/08/2005 A
Project: East Sandy Lake Road t \M.)
ST 93-01
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430
ASTM D - 2922 Moisture Density
ASTM D - 3017 Gau Serial No: 32719 Current: 632 Current: 2733
Test Mode: DT Previous: 640 Previous: 2762
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 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)
Fill
1 Westbound Sandy Lake Road, Station 8" 1 15.0 133.8 116.3 100
32 +50, 10' right of centerline, 2nd lift
Fill •
2 Westbound Sandy Lake Road, Station 8" 1 15.8 135.9 117.4 101
35 +50, centerline, 2nd lift
Fill
3 Westbound Sandy Lake Road, Station 8" 1 13.8 129.8 114.1 98
38 +50, 10' left of centerline, 2nd lift
Test results on this report meet project specification.
Technician: Bobby Robinson S tarted: 10:45a Finished: Rolle i '' • r I
Y 12:45p
Report Distribution:
(1) City of Coppell
(1) City of Coppell C - Stark
(1) Tiseo Paving 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.
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