MA0405-LR050606Engineenng
8908 Ambassador Ro-n, Dallas. TX 75247
2696 Gravel Drive, Fort VForth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Project:
Services:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Report No.: 234932
Project No.: 0510346
Date of Service: 06/01/2005
Report Date: 06/06/2005
Brick Paver Replacement
MA 04-05
Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Pavement Services
TEST FOR: Flexible Base
MATERIAL: Recycled crushed concrete w/
Clayey Sand
CLASSIFICATION: Flexible Base
TEST MEmOD: ASTM D-698 ASTM D-4318
Method C
DATE SAMPLED: 06/01/2005
MATERLAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: F. Calvillo
SAMPLE LOCATION: Stockpile ~ Orange Crush Recyclers
LTD
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 117.0
OPTIMUM MOISTURE CONTENT, %: 12.5
LIQUID LIMIT: 36 Dry
Densily
PLASTIC LIMIT: 25 (pc0
PLASTICITY INDEX: 11
Technician: Francisco Calvillo, CET
Report Distribution:
(1) City of Coppell
(1) CiD of Coppell
MOISTURE DENSITY RELATIONS
119 I I ~ Zer~ air v, ids c xrve
i I ~ Spe~ ific G -aviv 27(
MOISTURE CONTENT (%)
Project Manager
LYMTrATIONS: 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 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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