ST0001-LR020806RareEngineers`
rte`
Client•. City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
8908 Ambassador Row
Dallas, Tens 752474510
(214) 630-745
(214) 630.9819 (fax)
IN- PLACE DENSITY TESTING
Report No.:
155098
Project No.:
015729
Date of Service:
07/23/2002
Report Date:
08/06/2002
PROJECT DATA
CONTRACTOR: inf estructure Services, Inc. Gauges Troxler 3430 Standard Counts
Test MOdOO: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 32685 Current: 634 Current: 3003
Test Mode: DT Previous: 644 Previous: 2988
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MID Ne, Description Moisture % Density pcf Moisture Density
1 Dark Brown Clay, trace calcareous nodules 18.0 105.0 Optimum +5 95 min
• EST PROBE MID MOISTURE WET DENSITY DRY DErVITY DENSITY
NO TEST LOCATION DEPTH No. ('/.) (pet) (Pen ( Ma_)
Sidewalk Subgrade
1 Creekview at station 23+00 6" 1 18.5 123.5 104.2 99
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Services, Inc.
(1) Schriclrel, Rollins & Assoc., Inc.
Started: 2:00PM Finished: 4:OOPM Rone
Clay
Project.
Low
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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