Town Center L1B3-LR 981130 Geotechnmcal
l Constguct ion
Consulting · '%.L.s ,..i~._ · Te~ting
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN' CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE: November 30, 1998 OUR REPORT NO.: 341-80053-50
TEST DATA
~.~--. , ~_ ...... ~'~':~:' Sample Source SU~BASE
:: ..... ~E'-i~!, Method of Test TX- 113E
: ...:';" ~ :" ,_..;: Rammer: Manual Method of Preparation: Dry
...... L- ..... + .... , ..... ::;; .i'~--i- Maximum Dry Density 117.0 Ibs/ft
~ ..... - ....Attsrberg Limits (ASTM D4318-93)
~ -'---:--'~-- LL: 43 PL: 32 PI: 11 Specific Gravity: 2.65 (estimate)
126 -~-
,, ~. --* Grain Size Analysis
12 14 16 18 20 22 24 26
MOISTURE CONTENT, PERCENT OF DRY WEIGHT
REMARKS: Respectfully submitted,
Professional Service Industries, Inc.
REPORTS MAY NOT BE REPROOUCED. EXCEPT IN FULL, W1THOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC
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^-~oo.1 (:,)F PSI · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9263 ° Fax 214/333-2853
Information
.To Build On
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE; November 30, 1998 OURREPORTNO.: 341-80053-50
TEST DATA
H !i;-::! ~} [,__~; Rammer:Manual Method of Preparation: Dry
Test Results
~ 130~-'-._~'~. ~i}: O.timum Moisture Content 15.0 %
~ '-~~?~-~,~;::-}~?¥~{ __ LL: 43 PL: 32 PI: 11 Specific Gravity: 2.65 (estimate)
Size
Passing
12 14 16 1S 20 22 24 26
MOISTURE CONTENT, PERCENT OF DRY WEIGHT
REMARKS: Respectfully submitted,
Professional Service Industries, Inc.
REPORTS MAY NOT BE REPf~OOUCED. EXCEPT IN FULL. W~THOUT WRITTEN PERMISSION BY PROFESSIONAl SERVICE INDUSTRIES, INC
A-100-1 (2)F Professional Service Industries, Inc. · 4087 Shilling Way * Dallas, TX 75237 · Phone 214/3.30-9211 · Fax 214/263-2612