PA9702-LR 990422MOISTURE DENSIT1 .RELATIONS
ENGINEEPdNG, INC.
8901 Cm'penter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/14/1999 Report No.: 9910561 Report Date
04/22/1999
Client No.: COPPELL Project No.: 94991118
Client: CityofCo pell Project: CoppellAquatic/RecreationCtr
Attn: Bra~PReid 300 Block of Parkway 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: Fill for Parking SAMPLED aY: R. Montgomery
MATERIAL: Reddish brown clay w/gravel & tan SAMPLE LOCATION: Imported stockpile
& gray shale
TEST METHOD: ASTM D-698
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 1 [ 2.0 MOISTURE DENSITY RELATIONS
OPTIMUM MOISTURE CONTENT, %: 14.0 117 Zero air voids carve
Specific G~avit~ 0.00
113
Dry
Density
(pcf}
109
105
101
13 15 17 19 21 23 25
MOISTURE CONTENT (%)
Technician: Roy Montgomery ~ ~enn~f;~isng, In
Report Distribution: ~ ~
( I ) City of Coppell ( 1 ) City of Coppell - Engi neering Q~
( 1 ) BrinkIcy Sargent Architects ( 1 ) City of Coppell -Bldg. Insp.
( 1 ) Turner Engineers ( 1 ) City of Coppell - Leisure Serv Dept St. CME Technician
(1) Hisaw &Associates ality ASsurance Manager
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 1 of 1