ST0001-LR020730RoneEngineers
Standard Counts
Density
Current: 3002
IN -PLACE DENSITY TESTING
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: Creekview Drive and
reeport ar cway
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Report No.:
154806
Project No.:
015729
Date of Service:
07/19/2002
Report Date:
07/30/2002
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D -2922
ASTM D -3017
MID No.
2
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 641
Test Mode: DT Previous: 674
MOISTURE DENSITY RELATIONS
Maximum
Description Moisture % Density pef
Dark Brown Clay, trace calcareous nodules
Dark Brown, Gray and Tan Clay
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630 -9745
(214) 630 -9819 (fax)
Previous: 3108
Project Requirements
Moisture Density
18.0
105.0
Optimum +5
95 min
25.5
94.5
Optimum +5
95 min
FIELD DENSITY TESTS
TEST
NO
1
TEST LOCATION
PROBE M/D
DEPTH No.
MOISTURE WET DENSITY DRY DENSITY
( %) (Pc0 (pef)
Sidewalk Subgrade
Creekview sidewalk, station 3 +50 6 2 30.4
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Started: 3 :OOPM
Finished: 4:OOPM
Manager
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V0 0L1__1
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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