ST0001-LR020109 (3)Ro gineers
8908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City o£ Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 140535
Project No.: 015729
Date of Service: 12/21/2001
Report Date: 01/09/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Test Methods:
ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 668
Te~t Mode: DT
Previous: 674
MOISTURE DENSITY RELATIONS
Dark Brown Clay, trace calcareous nodules
Standard Counts
Density
Current: 3081
Previous: 3052
Moisture % Density pcf
Project Requirements
Moisture Density
18.0
105.0 Optimum +5
95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pc0 (% max)
Pond Backfill
1 North end
Pond Backfill
2 South end
Technician: Chris Webber
Report Distribution:
(1) City of Coppcll
(1) City of Coppcll
(I) City of Coppcll
(1) Infiasttueture Services, Ine.
6" 1 20.3 123.7 102.8
6" I 19.7 122.2 102.1
Test results on this report meet project specification.
((II I sC ietYhri~[ ~,°PPRc~Ii~ & Assoc., Inc. ///~7~ y ;ta~kr --
/ Projeut Manager
98
97
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualily
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by peasons 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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