Park West CC(7)-LR 980904MOISTURE DENSITY ".ELATIONS
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
08/28/1998
71765000
Prentiss Properties Limited, Inc.
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9822789
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
09/04/1998
Services: Material sampled by technician for moisture density relations.
CONTRACTOR: Butler Construction
TEST FOR: Proposed Select Fill
MATERIAL: Reddish Brown Clayey Sand with
Clayballs/Gravel
TEST M~IOD: ASTM D-698
PROJECT DATA
DATE SAMPLV, D: 08/28/1998
SAMPLED BY: Tex King
SAMPLE LOCATION: Imported Material
MAXIMUM DRY DENSITY, pcf: 123.5
OPTIMUM MOISTURE CONTENT, %: 11.5
REQUIREMENTS
LIQUID LIMIT: 25 Maximum 35
PLASTIC LIMIT: 13
PLASTICITY INDEX: 12 Range 6 - 15
Test results on this report meet project
specificiations as noted above.
Technician: Tex King
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(!) Halff Associates
(!) Mullen & Powell Technistructures, l
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
REPORT OF TEST
MOISTURE DENSITY RELATIONS
Zerc air v ,ids cave
Spec [ftc C avit~ 0.00
133
129
Dry
Density
(pc0
125
121
117
8 10 12 14 16 18 20
MOISTURE CONTENT (%)
//'""x,~ ~ Engineerintr~nc. J
Dennis Ttay~
Sr. C~chnician
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
MOISTURE DENSITY ".ELATIONS
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
08/21/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9822084
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
09/04/1998
Services: Material sampled by technician for moisture density relations.
CONTRACTOR: Butler Construction
TEST FOR: Proposed Select Fill
MnamatnL: Tannish Brown Clayey Sand with
Gravel
TEST METHOD: ASTM D-698
PROJECT DATA
DATE SAMPLED: 08/21/1998
SAMPLED BY: Tex King
SAMPLE LOCATION: Imported material
MAXIMUM DRY DENSITY, pcf: 119.0
OPTIMUM MOISTURE CONTENT, %: 13.0
REQUIREMENTS
LIQUID LIMIT: 19 Maximum 35
PLASTIC LIMIT: 17
PLASTICITY INDEX: 2* Range 6 - 15
An asterisk (*) appears next to test results
which do NOT meet the project
specifications as notes above.
Technician: Tex King
Report Distribution:
(!) Prentiss Properties Limited, Inc.
(i) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures, I
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
REPORT OF TEST
MOISTURE DENSITY RELATIONS
Zero air w ~ids carve
Spex tic G ravit 0.00
g
~ ·
:
?
121
119
Dry
Density
(pcf)
117
115
115
10 12 14 16 18 20 22
MOISTURE CONTENT (%)
I'-~ Engineer' , Inc.
Dennis ~a~, CET
Sr. CME'Technician
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