ST9703-LR050801) ; one Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive~ Fort Worth. TX 76118
6300 Rothway, Ste. 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.: 238300
Project No.: 0510377
Date of Service: 07/25/2005
Report Date: 08/01/2005
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: YRJ Pa~ing
Test Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 35519 Current: 678
Test Mode: DT Previous: 671
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 2561
Previous: 2563
Project Requirements
Moisture Density
1 Tan Sandy Clay w/limestone fragments
20.5 100.5 Optimum +4 95 mia
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (peri (pcO (% max)
Roadway 6" 101
1 MacArthur Blvd., Station 13+00 1 15.3' 117.1 101.6
Roadway 6" 103
2 MacArthur Blvd., Station 16+00 1 17.6' 121.2 103.1
Roadway 6" 101
3 MacArthur Blvd., Station 19+00 I 14.3' 116.1 101.6
Roadway 6" 104
4 MacArthurBlvd., Station21+14.13 1 15.9' 121.1 104.5
Roadway 6" 101
5 MacArthur Blvd., Station 24+00 1 16.5' 118.2 101.5
Roadway
6 MacArthur Blvd., Station 27+00 6" 1 18.5* 109.4 92.3
An asterisk (*) appears next to test results which do NOT meet the project spec~at~.
Technician: JulioPerez Started: 10:30a Finished: 12:15p Ron~ing
Report Distribution:
( 1 ) City of Coppel] [~C_~a"y ~tark
(1) City of Coppell Project Manager
92 *
LIMITATIONS: The te~t 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 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 Roue Engineering Services, Ltd
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