ST0001-LR020218RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247=4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Se n accordance with ASTM Standards.
PROJECT DATA
Report No.: 143373
Project No.: 015729
Date of Service: 02/04/2002
Report Date: 02/18/2002
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D-2922 Gauge: Troxler 3430 Moisture
ASTM D-3017 Gauge Serial No: 32685 Current: NA
Test Mode: DT
Previous: 677
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density pcf
1 Dark Brown Clay, trace organics and gravel (Lime 22.5 96.5
treated)
FIELD DENSITY TESTS
Standard Counts
Density
Current: NA
Previous: 3144
Project Requirements
Moisture Density
Optimum +5 ~.~in
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO. (%) (PC0 (pt'f) (% max)
119.8 95.6
Paving Subgrade
Freeport Parkway North Block, Station 6" 1 25.3
32+600
Test results on this report meet project specification.
99_
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) City of Coppoll
(I) City of Coppcll
(1) Infrastructure Services, Inc.
Started: 6:00AM Finished: .... Rone Engineers, Inc.
Ill}sC~tyhn;[~PRP,:',2 &Aaaoe., Inc. ~///~/" X Clay Stark
/~/ / ,/' Project 1Vt~_.~
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 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 excvpt in full without the written approval of Rone Engineers, hie.
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