ST0001-LR020814RoneEngineers
Started: 5:30am Finished: 7:002
- IN -PLACE DENSITY TESTING
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: Creekview Drive and
reep
v- tcl.vZ/
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Report No.:
154685
Project No.:
015729
Date of Service:
07/18/2002
Report Date:
08/14/2002
CONTRACTOR: Infrastructure Services, Inc. Gauge: Troxier -3430
Test Methods: ASTM D -2922
Gauge Serial No: 3268
ASTM D -3017
Test Mode: DT
Standard Counts
Moisture Density
Current: 674 Current: 3108
Previous: 634
MOISTURE DENSITY RELATIONS
Maximum
MID No. Description Moisture % Density pcf
1 Dark Brown Clay, trace calcareous nodules 18.0 105.0
FIELD DENSITY TESTS
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630 -9745
(214) 630 -9819 (fax)
Previous: 3010
Project Requirements
Moisture Density
Optimum +5 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) Oct)
Sidewalk subgrade
1 Creekview sidewalk, station 7 +67 6" l 19.0
Test results on this report meet project specification.
** *REVISED this date to reflect correct client and time*
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
121.5 102.1
o
DENSITY
(% maz)
97
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualiq
(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.
07CM Page 1 of 1