Northlake 635(3)-LR 980129'IN-PLACE DENSITY ?' STING
Date of Service: 01/26/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Services: In-place density testing.
CONTRACTOR: Butler Construction
MOISTURE DENSITY RELATIONS:
Report No.: 9802955
Project No.: 43-2452.
Project: Coppell
Belt Lin
Coppell,
PROJECT DATA
Laboratory Test Method:
Field Test Method:
Maximum
ENGINF. ERllX~, INC.
4747 Irving Blvd., Suite/t206
Dallas, Texas 75247
M/D No. Description Moisture % Density pcf
Med brn silty clay w/organics 23.5 99.0
-. FIELD DENSITY TESTS
TEST M/D MOISTURE
NO ~ TEST LOCATION No. (%)
ASTM
ASTM
ASTM
Building C
192 NW comer, 90' south & 50' east, Final lift I 26.7
193 NW corner, 90' south & 100' east, Final lift 1 27.1
194 NW comer, 90' south & 250' east, Final lift 1 27.4
195 NW corner, 90' south & 350' east, Final lift 1 27.1
196 NW corner, 200' south & 400' east, Final lift 1 26.9
197 NW corner, 200' south & 300' east, Final lift I 26.6
198 NW corner, 200' south & 200' east, Final lift 1 26.9
199 NW corner, 200' south & 100' east, Final lift 1 27.1
200 NW corner, 300' south & 10' east, Final lift 1 27.3
201 NW corner, 300' south & 110' east, Final lift 1 27.0
202 NW corner, 300' south & 220' east, Final lift I 27.5
203 NW corner, 300' south & 340' east, Final lift 1 26.9
97
Report Date
01/29/1998
3usiness Center II
: Rd. & Lakeshore Dr.
Texas
D-698
D-2922
D-3017
Project Requirements
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the wri,
Moisture
N lin. +3%
DRY DENSITY
(pcO
Density
92%
DENSITY
(% max)
92.7 94
92.3 93
91.8 93
92.0 93
91.7 93
92.2 93
92.5 93
92.2 93
92.0 93
91.8 93
92.0 93
91.7 93
ten approval of HBC Engineering, Inc.
07SS Page I of 2
· Report No.: 9802955
TEST
NO TEST LOCATION
204
205 NW corner
206 NW corner
207 NW corner
208 NW corner
209 NW corner
210 NW corner
211 NW corner
NW corner 400' south & 360' east, Final lift
400' south & 260' east, Final lift
400' south & 160' east, Final lift
400' south & 60' east, Final lift
500' south & 70' east, Final lift
500' south & 170' east, Final lift
500' south & 270' east, Final lift
500' south & 370' east, Final lift
M/D
No.
MOISTURE
(%)
I 26.7
1 27.5
I 27.1
I 27.2
I 26.9
1 27.3
I 27.8
1 27.4
DRY DENSITY
(pc0
Test results on this report meet project specification.
DENSITY
(% max)
92.2 93
92.2 93
92.7 94
92.0 93
92.5 93
92.7 94
92.0 93
93.4 94
Technician: Tex King
Report Distribution:
(l) Lincoln Property Company
(1} Butler Construction
(l) O'Brien & Associates
(1) AECC, Inc.
(1) City ofCoppell/Bldg, lnsp.
(I) City of Coppell/Constr. Insp.
HtE~ng, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writl
07SS Page 2 of 2
Pa~ Il D. Smith, P.E.
SeN ior Project Engineer
~-n approval of HBC Engineering, Inc.