ST0102-LR030225RoneEng!neers
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
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Services:
Per/brm In-Place Density Test in accordance with ASTM Standards.
Report No.: 170952
Project No.: 027176
Date of Service: 02/18/2003
Report Date: 02/25/2003
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Trox!er 3430
Gauge Serial No: 31530
Test Mode: DT
Moisture
Current: 664
Previous: 674
Standard Counts
Density
Current: 2595
Previous: 2634
M/D No.
I
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown TaD Sandy Clay
20.5 102.0
Project Requirements
Moisture Density
Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcb (% max)
Utility Backfill
Storm sewer, station 11+00, North side, 2' 6" l 21.9 122.3
below
Utility Backfill
Storm sewer, station 11+00, South side, 2' 6" 1 22.4 119.6
below
Test results on this report meet project specification.
100.3 98
97.7 96
Technician: Chris Webber
Report Distribution:
(1) City of Coppel[
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
Started: l:15p
Finished: 2:45p//~~ngineers' Ltd.
~/' ~// ~ JohnMoody
~// ~' Project Manager
LIMITA'I IONS: The test results presented herein were prepared based upon tbe specific samples provided tbr testing We assmne no responsibility lbr variation in quality
(composition, appearance, performance, etc) or any other lbature 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 tull without the written approval of Rone Engineers, Ltd
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