ST0102-LR030117Ria! gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Arm: Ms. Suzan Taylor
PO Box 478
Coppe0 TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 168428
Project No.: 027176
Date of Service: 01/09/2003
Report Date: 01/17/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Density
Current: 3011
Previous: N/A
Gauge: Troxler-N/A
Moisture
Gauge Serial No: 32685 Current: 695
Test Mode: DT Previous: N/A
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dark Brown Clay 21.5 98.5 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRYDENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pc0 (Pc0 (% max)
Subgrade
1 Ruby Road westbound, station 8+00, -2.5' 6" 1 25.2 121.1 96.7 98
elevation
Subgrade
2 Ruby Road center of road, station 7+50, 6" 1 23.5 118.6 96.0 97
-2.5' elevation -2.5'
Subgrade
3 Ruby Road eastbound, station 7+00, -2.5' 6" 1 25.4 121.3 96.7 98
elevation
Subgrade
4 Ruby Road westbound, station 6 50, -2.5 6" 1 19.2' 120.4 101.0 I03
elevation
Subgrade
5 Ruby Road, center, station 6+00, -2.5' 6" 1 21.3' 120.6 99.4 101
elevation
LIMITATIONS: The test results presented herein were prepared based upon fl~e specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, 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 Engineers, Ltd.
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