ST0001-LR960416REPORT OF SOIL -LIME MIXTURE PULVERIZATION fDC
r�vcirr Pi M, nvc.
4747 Irving Boulevard, Suite 206
Dall ac To 73247
Date of Service: 4 -16 -96 Report No.: 962707
Client No.: Project No.: 43- 1220 -96
Client: Emerson Partners, Inc. Project: Creekview Drive
Coppell, Texas
Contractor: Austin Bridge & Road
Test Location: Creekview Drive
Test Method: THD 260
Total
Test Sample
No. Location Weight
1 Station 11 +00, east bound lane 10 lbs.
2 Station 14 +00, west bound lane 10 lbs.
3 Station 17 +00, center 10 lbs.
Technician: T. Morgan
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell
(1) Rust Lichliter\Jameson
(1) Austin Bridge & Road, Inc.
SPECIFICATION REQUIREMENTS:
Minimum Passing 1 3/4 Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist.
SIEVE SIZE: 1 1/2
Wt .Ret. % Ret. % Pass
I
1
Time: 11:30am - 1:00pm
SIEVE SIZE: #4
Wt.Ret % Ret. % Pass
0 100
3.4
34
66
0 100
3.0
30
70
0 100
3.1
31
69
FW Engineering, Inc.
Paul Dl. P. E.
309as 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.
MOISTURE - DENSITY RELATIONSHIP TEST
100
95
U
a 90
85
oe r_
0
80
75
25 27.5 30 32.5 35 37.5 40
Water content, %
Test specification: ASTM D 698 -91 Method A, Standard
Elev/
Depth
Classification
Nat.
Moist.
Sp.G.
LL
PI
% >
No.4
% <
No.200
USCS
AASHTO
99
29
TEST RESULTS
MATERIAL DESCRIPTION
Maximum dry density = 88.0 pcf
Optimum moisture = 30.5 %
Dark Brown Clay
Limetreated
Project No.: 43- 1220 -96
Project: Creekview Drive
Location: Creekview Drive
Coppell Texas
Date: 4 -16 -1996
Remarks:
Sampled from roadway
subgrade Sta.# 11 +00,
14 +00,17 +00
Report No. 962708
MOISTURE- DENSITY RELATIONSHIP TEST
HBC ENGINEERING, INC.