ST0102-LR030124 gineers
8908 Ambassador Row
Dallas, Texas 7524%4510
{214) 630-9745
(2t4) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 168732
Project No.: 027176
Date of Service: 01/15/2003
Report Date: 01/24/2003
Services: Perform in-Place Density Test in accordm~ce with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Gauge: Troxler-3430 Moisture Density
Gauge Serial No: 24324 Current: 581 Current: 2285
Test Mode: DT
Previous: 586 Previous: 2285
MOISTURE DENSITY RELATIONS
Maximmn Project Requirements
M/D No. Description Moisture % Density pcf Moisture Densil3,
1 Dark Brown Clay 21.5 98.5 Optimum +4 95 rain
2 Medium Brown Sandy Clay w/Gravel
15.5 112.0 Optimum +4 95 rain
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcO (pet) (% max)
Paving Fill
Station 11+00, 7' below grade 6" 2 16.9 124.6 106.6 95
Paving Fill
Station 10+80, 6' below grade 6" 2 i9.5 127.9 107.0 96
Paving Fill
Station 10+50, 6' below grade 6" I 24.0 121.6 98.1 100
Paving Fill
Station 10+00, 5' below grade 6" 1 23.4 122.5 99.3 101
Test results on this report meet project specification.
Technician: Jason Astiz
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construcfion Company
Started: 7.~0am
Finished: 9:00~/~~ngineers, Ltd.
i?M°°dY
,fi~ Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided lbr testing We assume no responsibility lbr variauon in quality
(composition, appearance, performance, etc) or any other fcatnre of sinfilar snbject matter provided by persons or conditions over which we have no control Our letters and
reports are tk>r the exclusive use of the clients to whom they arc addressed and shall not be reproduced exccpl m fidl without the written approval of Rone Engineers, Ltd
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