SS9402A-LR 960402Client: RIVER VALLEY ENTERPRISES
GRAPEVINE THREE - COPPELL,
Project Name:
TEXAS
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
Our Report No.: 9,5767-13 Date: 04/02/96
SoitClassification:TAN AND DARK BROWN CLAY (CH)
ASTM D-698
Test Method:
104.8 pcf
19.2 %
% Plasticity Index 33
W I'I'H I N'PKRM T X~,D
3
Soil I.D Number:
Maximum Dry Unit Weight:
Optimum Moisture Content:
Liquid Limit 53
LOCATION: SEWER LINE ALONG E, SIDE OF
DENTON TAP AT STATION 35+00
REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
ZERO AIR VOIDS CURVES
FOR
SPECIFIC GRAVITIES OF
2.80
2.70
10
15 20 25
MOISTURE CONTENT - %
3O 35
40 45
ALPHA TE$¥iNG, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
Client: RIVER VALLEY ENTERPRISES
GRAPEVINE THREE - COPPELL, TEXAS
Project Name:
Our Report No.: c)57~7-13 Date: 04/02/96
Soil Classification:TAN AND DARK BROWN CLAY (CH)
3
Soil I.D. Number: Test Method:
Maximum Dry Unit Weight: !~3~, R
19.2
Optimum Moisture Content:
Liquid Limit 53
ASTM D-698
pcf
% Plasticity Index 33
LOCATION: SEWER LINE ALONG E, SIDE
DENTON TAP AT STATION 35+0(
REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
ZERO AIR VOIDS CURVES
FOR
SPECIFIC GRAVITIES OF
2.80
2.70
2.60
10
15 20 25 30
MOISTURE CONTENT - %
35 40 45
DA ;TETTNER