ST0001-LR020121RoneEng neers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
City ofCoppeH
Att~:Ms. SusanTaylor-Engineering Dept
PO Box 478
CoppeHTX75109
Creckview Drive and
Freeport P a.,-kqvay
Coppcll, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 141614
Project No.: 015729
Date of Service: 01/11/2002
Report Date: 01/21/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D-2922 Gauge: Troxler 3430 Moisture
ASTM D-3017 Gauge Serial No: 32685 Current: 666
Test Mode: DT Previous: 608
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density pef
Standard Counts
Density
Current: 3099
Previous: 3014
Project Requirements
Moisture Density
1 Dark Brown Clay, trace calcareous nodules
18.0
105.0 Optimum +5
95 mia
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
WaterHne BackfiH
1 Creekview, Station 15+00, 2' below grade
Waterline Backfill
2 Creekwiew, Station 15+00, final
Waterline Backfill
3 Creekview, Station 18+00, 2' below grade
Waterline Backfill
4 Creek-view, Station 18+00, final
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppoll
(1) City of Coppell
(1) City of Coppoll
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) ~c~ ~cO (%ma~
6" 1 18.0
6" 1 18.6
6" 1 20.4
6" 1 19.4
Test results on this report meet project specification./~
(1) Schrickel, Rollins & Assoc,, ]nc. C]
120.8 102.4
119.2 100.5 I 96
I
124.1 103.1 k 98
123.6 103.5 \99
. ~ta~k
Project Manag~
LIMITATIONS: The test results presented herein were prepared based upon the speeffic samples provided for testing. We assume no responsibility for variation in quality
(composition, appoaranee, performance, etc.) or any other feature of similar subject matter provided by persons or conditions ovvt which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and slmll not be reproduced except in full without the written approval of Rone Engineers, Inc.
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