ST0102-LR030106RoneEngineers
8908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 47g
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Services:
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 167021
Project No.: 027176
Date of Service: 12/27/2002
Report Date: 01/06/2003
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32719 Current: 642
Test Mode: DT Previous: 640
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 2962
Previous: 2980
Project Requirements
Moisture Density
1 Medium Brown Sandy Clay w/Gravel
15.5
112.0 Optimum +4
95 min
FIEI,D DENSITY TESTS
TEST
NO TEST LOCATION
PROBE
DEPTH
M~ MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) OeO ~c~ (% mad
Backfill
1 Sanitary sewer, Line SS-l, Station 5+50, 2'
below grade
Backfill
2 Sanitary sewer, Line SSrl, Station 5+50,
final
Backfill
3 Sanitary sewer, Line SS-l, Station 7+00, 2'
below grade
Backfill
4 Sanitary sewer, Line SS-l, Station 7+00,
final
Technician: David Putman, AET
Report Distribution:
(1) City of Coppell
(l) Tiseo Paving Company
(l) Pacheco Koch
(t) Wright Construction Company
6" 1 16.4 131.0 112.5
6" 1 16.2 129.8 111.7
6" 1 19.2 128.3 107.6
6" 1 19.0 128.9 108.3
100
100
96
97
Started: 9:30am Finished: ll:30a Ro rs
John Moody
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, performance, etc.) or any other feature of sirnilar 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, Inc.
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