ST0001-LR020422 (3)RoneEn gineers
Client:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Project:
Services:
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
8908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Report No.: 147799
Project No.: 015729
Date of Service: 04/16/2002
Report Date: 04/22/2002
PROJECT DATA
CONTRACTOR:
Test Methods:
M/D No.
Infrastructure Services, Inc.
ASTM D-2922
ASTM D-3017
Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 678
Test Mode: DT Previous: 636
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown Clay (Lime Treated)
31.0 85.0
Standard Counts
Density
Current: 3132
Previous: 2997
Project Requirements
Moisture Density
Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
MID MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pe0 (peO (% max)
Paving Subgrade
I Creekview westbound lane, Station I+00 6" I 32.2
Paving Subgrade
2 Creekview eastbound lane, station 3+00 6" 1 34.9
Test results on this report meet project specification.
Technician: Joe Jemigan
Report Distribution:
(t) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
Started: 9:00AM
(1) City of Coppell
(1) Schrickcl, Rollins & Assoc., Inc.
112.6 85.2 100
116.4 86.3 102
Finished: 11:00A
Project Manager
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 conuol. Our letters and
repons are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full withoul the written approval of Rone Engineers, Inc.
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