ST0001-LR020109 (2)8908 Ambassador Row
e., Engineers
IN-PLACE DENSITY TESTING
Client:
Project:
City of Coppell
Attn: 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.: 140677
Project No.: 015729
Date of Service: 12/26/2001
Report Date: 01/09/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Te~t Methods:
Standard Coun~
Gauge: Troxlc~ 3430
ASTM D-2922 Moisture Density
ASTM D-3017 Gauge Serial No: 32685 Current: 641 Current: 3032
Test Mode: DT
Previous: 648 Previous: 3017
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dark Brown Clay, trace calcareous nodules 18.0 105.0 Optimum + 5 95 min
FIELD DENSITY TESTS
TEST
NO TESTLOCATION
1
2
Pond Fill
North end of pond, 1~ below grade
Pond Fffi
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(l) fufrasc,'ucmrc Serdces, fuc.
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pet) (pc0 (% max)
6" 1 18.2 120.1 101.6 97
South end &pond, 1' below grade 6" 1 18.9 122.0 102.6 98
Test results on this report meet project specification. _ / /~
(1) City Of Coppc,l /{/~.~//i~~~
(l) Sehrickel. Rollins & ASsoc., fuc. //~ Clay g(arg- '
Project Manager
LIMITATIONS: The tat results presented herein wer~ ptx~pared b~sed 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 mattex provided by persons or conditions over which we have no control. Our leaers and
reports are for the exch~ivc use of the clients to whom they are addressed and shall not be reproduced except in full without thc writmn eppmval of Rone Engineers, Inc.
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