ST0001-LR011220 (2)RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
At~n: 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.: 140004
Project No.: 015729
Date of Service: 12/11/2001
Report Date: 12/20/2001
PROJECT DATA
CONTRACTOR:
Te~t Methods:
M/D No.
Infrastructure Services, Inc.
Gauge: Troxler 3430 Moisture
ASTM D~2922
ASTM D-3017 Gauge Serial No: 32685 Current: 643
Teat Mode: DT Previous: 640
MOISTURE DENSITY RELATIONS
Maximum
Description Moisture % Density pcf
1 Dark Brown Clay, trace calcareous nodules
Standard Counts
Density
Current: 3024
Previous: 3050
Project Requirements
Moisture Density
18.0
105.0 Optimum +5
95 mia
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (p~0 (pc0 (% max)
Pond Fill
1 South end of pond, 1st lift
Pond Fill
2 Middle of pond, 1 st lift
Pond Fill
3 North end of pond, 1st lift
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(l) IafmstrucVar~ Services, Inc.
6" 1 19.3 124.3 104.2 99 ~
1
6" 1 20.9 120.9 100.0 95 1
/
6" 1 22.7 125.3 102.1 97]
Test results on this report meet project specification. / ~ ]
(I) Sc~ckeI, RUlI~&~SOC.,~c. I ~ ~ClayS~k ~ ~
~oject M~ag~ ~ w
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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