ST0102-LR030328Ro gineers
1t~08 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Atto: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 173440
Project No.: 027176
Date of Service: 03/25/2003
Report Date: 03/28/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 645
Test Mode: DT
Previous: 648
MOISTURE DENSITY RELATIONS
Standard Counts
Density
Current: 2945
Previous: 3013
Project Requirements
Moisture Density
Dark Brown Sandy Clay (lime treated)
29.0 90.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (pc0 (% max)
Paving Subgrade
Ruby Road, Station 2+00, left of centerline
Paving Subgrade
2 Ruby Road, Station 3+00, centerline
Paving Subgrade
3 Ruby Road, Station 4+00, right of
centerline
Paving Subgrade
4 Ruby Road, Station 5+00, centerline
Paving Subgrade
5 Ruby Road, Station 6+00, left of centerline
Paving Subgrade
6
6" 1 32.6 115.8 87.3 97
6" I 31.4 117.1 89.1 99
6" 1 32.1 114.4 86.6 96
6" 1 32.8 115.3 86.8 96
6" 1 29.9 117.6 90.5 101
114,3 87.6 97
Ruby Road, Station 7+00, centerline 6" 1 30.5
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(I) City of Coppell
(I) Tiseo Paving Company
(I) Pacheco Koch
(1) Wdght Construction Company
Started: 3:30pm
John Moody
Project Manager
Ltd.
LIMITATKJNS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
Icomposition. appearance, perfom~ance, utc ) 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 Roue Engineers, Lld
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