Northlake 635(3)-LR 971224 iN-PLACE DENSITY T' STING
Date of Service:
Client No.:
Client:
Services:
12/13/1997
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
In-place density testing.
CONTRACTOR: Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No. Description
1 Med brn silty clay w/organics
TEST
NO TEST LOCATION
153
154
155
156
157
158
159
160
161
162
163
164
Building A
NE corner. 60'
NE corner. 60'
NE corner. 60'
NE corner. 60'
NE corner. 60'
NE corner, 60'
NE corner. 60'
NE corner. 60'
NE corner. 60'
NE corner. 60'
NE corner. 60'
NE corner. 60'
Report No.: 9727016
Project No.: 43-2452.
Project: Coppell
Belt Lin,
Coppell,
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
PROJECT DATA
Laboratory Test Method:
Field Test Method:
ASTM
ASTM
ASTM
Maximum
Moisture % Density p.cf
23.5 99.0 Op
FIELD DENSITY TESTS
M/D MOISTURE
No. (%)
.97
Report Date
12/24/1997
Business Center II
~ Rd. & Lakeshore Dr.
Texas
D-698
D-2922
D-3017
Project Requirements
west and 60' south, Final lift
west and 61' south, 2nd lift
west and 63' south, 1st lift
west and 120' south, 3rd lift
west and 121' south, 2nd lift
west and 122' south, 1st lift
west and 180' south, 3rd lift
west and 180' south, 2nd lift
west and 181' south, 1st lift
west and 240' south, 3rd lift
west and 241' south, 2nd lift
west and 242' south, I st lift
1 24.1
1 23.9
I 24.0
1 24.6
1 24.3
1 23.9
1 23.6
1 24.1
1 24.2
1 24.2
I 24.0
1 24.1
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wril
Moisture
or above
DRY DENSITY
(pcO
Density
95%
DENSITY
(% max)
94.9 96
94.2 95
94.4 95
94.7 96
95.0 96
95.2 96
94.3 95
94.4 95
94.3 95
94.5 96
94.7 96
95.1 96
:n approval of HBC Engineering, Inc.
0755 Page I of 2
Report No.: 9727016
TEST
NO
165 NE
! 66 N E corner,
167 NE corner,
! 68 N E corner,
169 N E corner,
170 NE corner,
i 71 NE corner,
172 NE corner,
! 73 NE corner,
174 NE corner,
175 NE corner,
176 NE corner,
177 NE corner,
178 NE corner,
179 NE comer,
180 NE corner
181 NE corner
182 NE corner
183 NE corner
184 N E corner
185 NE corner
186 NE corner
187 NE corner
188 NE corner
189 NE corner
190 NE corner
191 NE corner
TEST LOCATION
corner, 60' west and 300' south 3rd lift
2nd lift
1st lift
3rd lift
M/D MOISTURE
No. (%)
60' west and 301' south
60' west and 303' south
60' west and 360' south
60' west and 361' south
60' west and 363' south
60' west and 410' south
60' west and 411' south
2nd lift
1st lift
3rd lift
2nd lift
60' west and 415' south, 1st lift
120' west and 420' south, 3rd lift
120' west and 418' south, 2nd lift
120' west and 415' south, 1st lift
120' west and 350' south, 3rd lift
120' west and 349' south, 2nd lift
120' west and 345' south, 1st lift
120' west and 290' south, 3rd lift
120' west and 287' south, 2nd lift
120' west and 285' south, 1st lift
120' west and 190' south, 3rd lift
120' west and 185' south, 2nd lift
120' west and 183' south, 1st lift
120' west and 10ft south, 3rd lift
120' west and 95' south, 2nd lift
120' west and 93' south, 1st lift
120' west and 20' south, 3rd lift
120' west and 15' south, 2nd lift
120' west and 10' south, 1 st lift
1 23.9
I 23.7
1 24.4
1 24.1
23.9
I 24.1
1 24.3
1 24.2
1 24.6
I 23.7
1 24.1
1 24.4
1 24.1
1 24.6
1 25.1
I 24.9
1 24.6
1 25.0
I 24.3
1 24.1
1 24.6
1 23.9
1 24.1
1 24.4
1 23.5
1 24.1
1 24.3
Test results on this report meet project specification.
DRY DENSITY
(pc0
DENSITY
(% max)
94.7 96
94.1 95
94.4 95
95.0 96
94.7 96
94.8 96
94.9 96
94.2 95
94.3 95
94.9 96
94.6 96
94.7 96
94.9 96
95.1 96
94.6 96
94.2 95
94.1 95
94.9 96
94.3 95
94.6 96
95.1 96
95.0 96
94.9 96
94.7 96
94.4 95
94.5 96
94.6 96
Technician: Tex King
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associa£es
(I) AECC, Inc.
I"l~ .~ng, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wril
P~ ul D. Smith, P.E.
Se ~ior Project Engineer
ten approval of ItBC Engineering, Inc.
07SS Page 2 of 2