ST0001-LR020416 (2)Client: City of Coppell
ACm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Project: ~
Services: 'lq~ql~lll?Pl'~-~nsity Test in accordance with ASTM Standards.
8908 Ambassador Row
DaRns, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Report No.: 147396
Project No.: 015729
Date of Service: 04/10/2002
Report Date: 04/16/2002
CONTRACTOR:
Test Methods:
Infrastructure Services, Inc.
ASTM D-2922
ASTM D-3017
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 32685
Test Mode: DT
M/DNo. Descdpfion
Moisture
Current: 604
Previous: 642
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown Clay (Lime Treated)
Standard Counts
Density
Current: 3106
Previous: 3027
Project Requirements
Moisture Density
31.0 85.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Paving Subgrade
1 Creekview, Station 9+00 at center line
Paving Subgrade
2 Creekview, Station 11+00 left of center line
Paving Subgrade
3 Creekview, Station 13+00 right of center
line
Paving Subgrade
4 Creekview, Station
Paving Subgrade
5 Creekview, Station
Paving Subgrade
6 Creekview, Station 19+00 right of center
line
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcO (pcf) (% max)
6" 1 46.7* 109.3 74.5
6" 1 33.4 111.0 83.2
6" 1 34.8 109.7 81.4
98
96
15+00 at center line 6" 1 34.2 111.8 83.3 98
17+00 left of center line 6" 1 35.5 112.2 82.8 97
6" 1 33.4 113.9 85.4 100
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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Report No.: 147396
RoneEngineers
Project No.: 015729 Client: City of Coppell la ............ ~lll
An asterisk (*) appears next to test results which do NOT meet the project speci~o/~
Technician: JoeJernigal~. Started: 7:00AM Finished: 9:00AM golle~~~'~
Report Distribution:
(1) City of Coppell (1) City of Coppell
(I) City of Coppell (1) Schrickel, Rollins & Assoc., Inc. Clay S~ark
(1) City of Coppell
(1) hafi'astructure Services, Inc. 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 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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