Four Seasons 1-LR 920112reed engineering__
PROPOSED FOUR BEASONS DISTRIBUTION CENTER
8i%NDY LAKE ROAD J%ND ROYAL LANE
COPPELL, TEXAS
REPORT NO, 7
.Date
11-06-91
11-08-91
11-11-91
11-12-91
Test
No,
134
135
136
137
138
139
140
141
142
Field Density Tests
Location
Depth C0m-
Below Unit pac-
Final Dry Moisture tion
$. G. Weight Content Curve Level
[feet) CDcf) (%~ No. (%)
97'N, 20'E(1) 0.0
80'N, 15'E(1) 0.0
70'N, 70'E(1) 0.0
170'N,250'E(1) 0.0
185'N,170'E(1) 0.0
185'N,170'E(1) 0.0
170'N,250'E(1) 0.0
170'N,250'E(1) 0.0
170'N,250'E(1) 0.0
110.8 16.2 4 100.1
104.6 17.9 4 95.1
108.1 18.2 4 97.7
98.6 25.3 4 89.1a
104.3 18.2 4 94.2b
105.0 18.6 4 95.0B
99.8 23.4 4 90.2a
100.8 21.6 4 91.la
105.9 19.7 4 95.7A
Footnotes:
(1)
Measurements referenced from S.W. building
corner.
Note:
Materials were found to be in compliance with project
specifications, except as noted. Where materials were
not in compliance, the soil was reworked and retested.
Test failures and retests are noted in lower and upper case
letters, respectively.
P1 ate 1
GEOTECHNICAL CONSULTANTS
reed engineering__
PROPOSED FOUR BF~8ON8 DISTRIBUTION CENTER
BANDY LAKE ROAD AND ROYAL LANE
COPPELLv TEXA~
REPORT NO. 7
Date
11-07-91
11-08-91
Summary of Drilled Piers
Pier
Depth Depth
Pier Pier Bell To Bearing After
Designa- Diameter Diameter Strata Belling
tion ~inches) (inches) (feet) (feet)
J.5-8 24 66 16.5 16.9
J -8 24 66 18.0 18.0
H.5-8 24 66 18.0 18.0
G.5-8 24 66 17.7 18.0
F.5-8 24 66 18.7 18.7
A -8 18 54 16.8 16.9
A -2.6 18 54 14.3 14.3
A -2.2 24 60 15.4 15.4
A -1.6 18 54 14.0 14.0
A -1.3 18 42 14.3 14.3
A -1 18 54 15.4 15.4
A.7-1 24 60 15.2 15.2
* 1 24 36 12.6 12.6
2 24 36 13.5 13.5
3 24 36 13.5 13.5
4 24 36 14.1 14.1
* Pier Numbers 1 through 4 are for the screen wall and are
numbered 1 through 4, north to south, respectively.
P1 ate 2
GEOTECHNICAL CONSULTANTS