MA0405-LR050614qone Engineenng
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:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
CoppeI1 TX 75019
Project: Brick Paver Replacement
MA 04-05
Report No.: 235411
Project No.: 0510346
Date of Service: 06/08/2005
Report Date: 06/14/2005
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECTDATA
CONTRACTOR: Pavement Services
Test Methods: ASTM D-2922
ASTM D-3017
No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 35518 Current: 738
Test Mode: BS Previous: 736
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 2738
Previous: 2740
Project Requirements
Moisture Density
Recycled crushed concrete w/Clayey Sand
12.5 117.0 -2/+2 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE
DEPTH
MfD MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcl) (% max)
Flex base
1 MacArthur, northbound lane, north 0" 1 l 1.7 127.6 114.2 98
crosswalk, grade
Flex base
2 MacArthur, northbound lane, south 0" 1 11.9 128.1 114.5 98
crosswalk, grade
Flex base
3 South Village at MacArthur, center of 0" 1 11.9 126.1 112.7 96
crosswalk
Technician: Joe Jernigan
Report Distribution:
(1) CiW of Coppell
(1) Cit~ of Coppell
Test results on this report meet project specification.
Started: 12:00p Finished: l:30pm go
Clay Stark
Project Manager
LLM/TATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in qualJt3'
(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 wriaen approval of Roue Enginee~ng Services, Ltd
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