PA9702-LR 990422 (2)MOISTURE DENSIT C?- ELATIONS
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/14/1999 Report No.: 9910562 Report Date
04/22/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Coppell Project: Coppell Aquatic/Recreation Ctr
Attn: Brad Reid 300 Block QfParkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. ~96051
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: DATE SAMPLED: 04/14/1999
TEST FOR: Paving Subgrade SAMPLED BY: R. Montgomery
MA'n~mAL: Dk to med brown silty clay SAMPLE LOCATION: On-site materials
TEST METaOD: ASTM D-698
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 101.5 MOISTURE DENSITY RELATIONS
OPTIMUM MOISTURE CONTENT, %: 17.5 108 Zero air voids carve
Specific C/'avit~ 0.00
104
Dry
Density
(per) ~
100
96
92
17 19 21 23 25 27 29
MOISTURE CONTENT (%)
' eering, I
Technician: Roy Montgomery F~ ,~ ~.~
Report Distribution:
( I ) City of Coppell ( 1 ) City of Coppell - Engineering
( I ) BrinkIcy Sargent Architects ( I ) City of Coppelt - Bldg. lnsp. [4~n Combs
( 1 ) Turner Engineers ( I ) City of Coppell - Leisure Serv Dept Sr. CME Technician
(1) Hisaw & Associales uality Assurance Manager
This report is exclusively for the use of fire client indicated above and shag not be reproduced except in full without the written approval of HBC Engineering, Inc.
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