MA0405-LR050622Engineenng
8908 Ambassador Row, Dallas~ TX 75247
2696 Graver Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
CiB, of Coppell
Ms. Suzan Taylor, Engh~eering Dept
PO Box 9478
CoppelI TX 75019
Project: Brick Paver Replacement
MA 04-05
Report No.: 235844
Project No.: 0510346
Date of Service: 06/14/2005
Report Date: 06/22/2005
Services: Perform ]n-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Pavement Services
Test Melhods: ASTM D-2922
ASTM D-3017
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 35518 Current: 732 Current: 2740
Test Mode: DT Previous: 744 Previous: 2734
MfD No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
1 Recycled crushed concrete w/Clayey Sand 12.5 117.0 -2/+2 95 rain
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRYDENSITY DENSITY
No. (%) (peri (pcf) (% max)
Flex base
1 MacArthur at Parkway, southbound lane, 6" 1 15.4' 128.9 111.7 95
north crosswalk, grade
Flex base
2 MacArthur at Parkway, southbound lane, 6" 1 15.6' 131.2 113.5 97
south crosswalk, grade
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
( 1 ) City of Coppell
Started: 8:30am
Finished: 9:45am
Project Manager
LhMITATIONS: 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 sut~ject matter provided by persons or conditions over which we have no control. Our letrers and reports are
for the exclusive use of the clients to whom the~ are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd
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