ST0001-LR960320 (3)REPORT OF IN -PLACE DENSITY TESTS
M/D
fDC
Dry Density
Density
test No.
ENGINEERING, INC.
No.
%
(PCF)
4747 Irving Boulevard, Suite 206
1
8" sanitary sewer, station 1 +00, 4 ft. belo
Dallas, Texas 75247
Client: Site Concrete, Inc.
Date:
3/20/96
1
18.0
Project No.
43- 1222 -96
Project: Town Center
8" sanitary sewer, station 1 +00, 2 ft. below
Report No.
961948
Coppell, Texas
Client No.
ground level
Laboratory Test Method: ASTM D -698
18.1
Page:
1 of 1
3
Optimum
M/D No. Mat Description
Moisture
%
Density
(PCF)
Requirement
Moisture ensity
1 961949 Reddish To Medium Brown Sandy Clay
106.5
99.5
With Gravel
17.5%
107.0
95%
Field Test Method: ASTM D -2922 / D -3017
FIELD DENSITY TEST
:omplies except where noted ( *).
echnician: T. Morgan
ime: 12:30 pm to 1:30 pm
eport Distribution:
Site Concrete, Inc.
City of Coppell
HBC ENGINEERING, INC.
Paul D. Smith, P.E.
404CC 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.
M/D
Moisture
Dry Density
Density
test No.
Test Location
No.
%
(PCF)
%,
1
8" sanitary sewer, station 1 +00, 4 ft. belo
ground level
1
18.0
106.3
99.3
2
8" sanitary sewer, station 1 +00, 2 ft. below
ground level
1
18.1
105.5
98.6
3
8" sanitary sewer, station 1 +00, ground
level
1
18.7
106.5
99.5
:omplies except where noted ( *).
echnician: T. Morgan
ime: 12:30 pm to 1:30 pm
eport Distribution:
Site Concrete, Inc.
City of Coppell
HBC ENGINEERING, INC.
Paul D. Smith, P.E.
404CC 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
°- 90
c
a�
85
L
0
80
75 1 IT
20 22.5 25 27.5 30 32.5 35
Water content, %
Test specification: ASTM D 698 -91 Method A, Standard
Elev/
Depth
Classification
Not.
Moist.
Sp.G.
LL
PI
% >
No.4
% <
No.200
USCS
AASHTO
TEST RESULTS
MATERIAL DESCRIPTION
Maximum dry density = 89.0 pcf
Optimum moisture = 29.5 %
Dark to Medium Brown Ton
Sandy Cloy /Some Limeston
Project No.:
Project: Creekview Drive
Location:
Date: 3 -15 -1996
Remarks:
Sampled from stockpile
for trench backfill
F i g . No. 961 849
MOISTURE - DENSITY RELATIONSHIP TEST
HBC ENGINEERING, INC