ST0001-LR020109 gineers
Client:
Project:
Services:
City of Coppell
At'm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Densky Test in accordance with ASTM Standards.
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Report No.: 140687
Project No.: 015729
Date of Service: 12/26/2001
Report Date: 01/09/2002
PROJECT DATA
CONTRACTOR: Infrastracture Services, Inc.
Trot Methods:
ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxlc~ 3430
Moisture
Gauge Serial No: 32685 Current: 641
Teat Mode: DT
Previous: 648
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown Clay, trace calcareous nodules
18.0 105.0
Standard Coun~
Density
Current: 3032
Previous: 3017
Project Requirements
Moisture Density
Optimum +5 95 rain
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE
DEPTH
Pond Fill
1 North end of pond, final
Pond Fill
2 South end of pond, final
Technician: Joe J'ernigan
Report Distribution:
(1) City of Coppell
(1} City of Coppell
(1) City of Coppell
(1) Infrastructure Sa'vices, Inc.
M/D MOISTURE WET DENSITy DRY DENSITY DENSITY
No. (%) (pc0 (poe) (% max)
6" 1 21.4 126.3
6" 1 21.8
Test results on this report meet project specification.
104.0
Finished: 5:30pm
Started: 3:30pm
(1) City of Coppell
(I) Schrlckel, Rollins & Assoc., Inc.
99
126.4 103.8 99
Clay STark --
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 except in full without the written approval of Rone Engineers, Inc.
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