ST0202-LR040127ineers
8908 Ambassador Row, Dallas, ~ 75247
2696 Gravri Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Arm: Suzan Taylor
PO Box 9478
Coppell TX 75019
Bethel School Road Reconstruct
Denton Tap to Heartz Road
ST 02-02
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.:
Project No.:
Date of Service:
Report Date:
204025
038275
01~3~004
01~7~004
i oj& 'zz 4°'-c
PROJECT DATA
CONTRACTOR: Tisco Paving
Test Methods: ASTM D-2922
ASTMD~3017
Gauge: Troxler 3430
Gauge Serial No: 24675
Test Mode: DT
Moisture
Current: 612
Previous: 600
Standard Counts
Density
Current: 2866
Previous: 2832
M/D No.
Description
Dark Brown and Tan Clay
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
17.0 108.5 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcf) (% max)
Paving
1 Westbound lane, northbound mm lane, 6" 1 20.1 122.3 101.8 94 *
Station 1+50 s~~
An asterisk (*) appears next to test results which do NOT meet the project
Technician: Richard Bullion Started: 12:15p Finished: 2:00pm RoSE__tn. -
Report Distribution:
(1) City of Coppell ~ CNy Stark
~1) city of Coppell Project Manager
LIMITATIONS: The test results presented herein were prepared ba~l upon the specific samples provided for testing. We sssume no responsibility for variation in quality
~mposition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no eontsol. 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 Engineers, Ltd.
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