Northlake 635(5)-LR000228IN-PLACE DENSITY I"' ' STING
Date of Service:
Client No.:
Client:
Services:
CONTRACTOR:
Butler Construction
02/21/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
In-place density testing.
MOISTURE DENSITY RELATIONS:
M/D No.
PROJECT DATA
Laboratory Test Method:
ASTM D-698
Description
Gray & med brown clay w/tan & gray limestones
Report No.:
Project No.:
Project:
Moisture
TEST
NO TEST LOCATION
0004925
9499145~
Coppell
1221 S. i
Coppell,
Field Test
^ST~
^STM
Maximum
Density pcf
18.0 106.5 +3{
FIELD DENSITY TESTS
PROBE LILT/ M/D MOIST1
DEPTH ELEV No. (%)
Moisture Conditioned Pad
106 Building A, 10' southwest from northeast 6" 2nd 1
comer
107 Building A, 80' southwest from northeast 6" 7th 1
comer
108 Building A, 60' north, 20' south from 6" 3rd 1
northeast comer
Field Results Reported To: Evert w/Butler
Technician: Mike Odom
Report Distribution:
(I) Transwestem Property Company
(1) O'Brien & Associates
(1) Technistructures, Inc.
(1) Butler Construction
Test results on this report meet project specification.
Finished: 2:00p
a division
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
ommerce Center
leltline (Bldg. A)
Texas
ethod:
D2922
D3017
Project Requirements
Moisture Density
or above 92%.
DRY DENSITY
Coco
Started: 12:00p
(I) City of Coppell
(1) City of Coppell
Report Date
02/28/2000
DENSITY
(% max)
3.3 99.9 94
.9 100.9 95
~.5 101.1 95
Se~ dor Project Engineer
~en approval of HBC Engineering, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
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