ST0001-LR020109 (4)RoneEng ;rs
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Attn: Ms, Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creek'view Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 140515
Project No.: 015729
Date of Service: 12/21/2001
Report Date: 01/09/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Gauge: Troxler 3430 Moisture
Test Methods: ASTM D-2922
ASTM D-3017 Gauge Serial No: NA Current: NA
Te~t Mode: DT Previous: NA
MOISTURE DENSITY RELATIONS
Maximum
M~D No, Description Moisture % Density pef
Standard Counts
Density
Current: NA
Previous: NA
Project Requirements
Moisture Density
1 Dark Brown Clay, trace calcareous nodules
18.0
105.0 Optimum +5
95 min
FIELD DENSITY TESTS
TEST
TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO. (%) (pcO (pc0 (% max)
Pond Backf'fll
1 North end
Pond Backfill
2 South end
Technician: Chris Webber
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Copp¢ll
(1) Infrastructure Services, Inc.
6" 1 20.1 121.7 101.3 96
Test results on this rep6;'rt meet ,project specli~fation. 121.5 101.9 /
Ronn~J~, /
Started: 2:O0pm Fin lshed: 5: 45pm ~o //,~-/~7 / '~ //~ ",
(1) Seinickel, Rollins & Assoc., Inc. ' /~ Clay S['ark-
]~ojeet Manager
t
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 ~ny other feature of similar subject matter provided by persons or conditions over which we have no eonlrol. Our letters and
reports are f~r 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 Englneem, Inc.
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