ST9703-LR050721 one Engineenng
8908 Ambassador Row. Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, See. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Project:
City of Coppell
Ms. Suzan Taylor
PO Box 9478
Coppell TX 75019
MacArthur Boulevard Widening
ST 97-03
Report No.: 237922
Project No.: 0510377
Date of Service: 07/18/2005
Report Date: 07/21/2005
Services: Perform In-Place Density Test in accordance with ASTM Standards,
PROJECT DATA
CONTRACTOR: JP,.J Paving
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Moisture
Current: 736
Previous: 732
Standard Counts
Density
Current: 2828
Previous: 2840
No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Lime treated Dark Brown & Yellowish Brown
Clayey Sand w/LSF
Project Requirements
Moisture Density
21.0 100.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Paving subgrade
1 Southbound lane, MacArthur, Station
13 +00
Paving subgrade
2 Southbound lane, MacArthur, Station
16+00
Paving subgrade
3 Southbound lane, MacArthur, Station
19+00
Paving subgrade
4 Southbound lane, MacArthur, Station
22+00
Paving subgrade
5 Southbound lane, MacArthur, Station
25+00
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pet) (pet) (% max)
6" 1 22.4 12 I. 1 98.9 99
6" 1 23.6 121.0 97.9 98
6" 1 21.6 122.3 100.6 I01
6" 1 22.1 121.2 99.3 99
6" 1 24.0 121.9 98.3 98
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, etc.) or any other feature of similar subject maker provided by persons or conditions over which we have no conttol. 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 Engineering Services, Ltd.
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Report No.: 237922
Project No.: 0510377
Client: City of Coppell
TEST
NO TEST LOCATION
PROBE
DEPTH
MiD MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pod (% max)
Paving subgrade
6 Southbound lane, MacArthur, Station
28+00
Paving subgrade
7 Southbound lane, MacArthur, Station
31 +00
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
6" I 23.5 122.6 99.3 99
6" 1 21.7 122.7 100.8 101
Test results on this report meet project specification. //~ /~
Started: 7:30am Finished: 9:30am R~ng
~,/L~Iay Stark
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, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our leUers 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 Enginee:ing Services, Ltd
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