DR0501-LR060410- --* LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
CLIENT:
PROJECT:
LE REPORT #:
SAMPLE DATE:
TEST DATE
MOISTURE DENSITY RELATIONSHIP REPORT
City of Coppell
Wagon Wheel Park
C06- 0401 -03
4/6/2006
4/10/2006
DISTRIBUTION:
Larry Davis - City of Coppell
John Elias - City of Coppell
Material Information
Soil ID # 495
Material Origin: Onsite
Sample Location: 7' below natural surface, existing main "G" Sta 1 +75
Material Description Yellowish brown clayey sand
Test Method: ASTM [
Remarks
Note. This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of LE Results apply only to above tests.
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L.1Projects\Projects 20061C06 -0401 Wagon Wheel Outfall\C06- 0401 -03 Moisture Density Report #495 xis
COMPACTION TEST REPORT
133
128
123
U
CL
C
v
0
118
113
ZAV for
Sp G =
27
108
35 60 85 110 135 160 185
Water content, %
Test specification ASTM D 698 -00a Method C Standard
Elev/
Classification
Nat.
% >
% <
Sp.G.
LL
PI
USCS
AASHTO
Depth
Moist.
3/4 in.
No.200
-7'
20
08
38%
TEST RESULTS
MATERIAL DESCRIPTION
Maxi = 122.5 pcf
Yellowish brown clayey sand
Optimum moisture = 11.5 %
It No. C06 -0401 Client: City of Coppell
Remarks
Project: Wagon Wheel Park
SAMPLE NO 495
Date 4/ 10/06
• Location: Existin Main "G" Sta 1 +75
Lawrence Engineering
Dallas, TX
Report No. 03
ATTERBERG & SIEVE WORKSHEET
495
( %) Passing No. 200
Curve No.
Tare
Dish + Dry Mat
Wt. Of Rot.
% Ret
%-200
LL
307
861
1 771
#DIV /0!
27
1915
801 60950
567
616
38
ATTERBERG LIMITS
Tare #
Tare
T +Wet
T +Dry
We
N
blows
LL
307
861
1 771
#DIV /0!
27
20
1 1940
Tare # Tare
31 3 1
T +Wet
454
T +Dry
1 439
Average.
20
PL
PI
#DIV /0!
12
8
PI
8