Northlake 635(5)-LR000229IN-PLACE DENSITY lt' TING
Date of Service:
Client No.:
Client:
Services:
02/24/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
In-place density testing.
CONTRACTOR:
Butler Construction
PROJECT DATA
MOISTURE DENSITY RELATIONS:
MfD No. Description
Laboratory Test Method:
ASTM D-698
1 Gray & med brown clay w/tan & gray limestone
TEST
NO TEST LOCATION
Moisture Conditioned Pad
109 Building A, 100' west, 50' south from
northeast comer of building limits
110 Building A, 60' west, 30' south from
northeast comer building limits
111 Building A, 130' west, 20' south from
northeast comer of buiding limits
112 Building A, 20' west, 30' south from
northeast comer building limits
Report No.: 0005308
Project No.: 9499145~
Project: Coppell £
1221 S. B
Coppell,
Moisture%
Field TestM
ASTM
ASTM
Maximum
Density pcf
18.0 106.5 +3°A
FIELD DENSITY TESTS
PROBE LIFT/ M/D MOISTU
DEPTH ELEV No. (%)
10" 2nd 1 2~
10" 5th 1 2~
6" 3rd 1 2!
6" 7th 1 2~
a division ofl~m-~nn
8901 Carpenter Frwy., SuRe #100
Dallas, Texas 75247
Test results on this report meet project specification.
Field Results Reported To: Evert v~/Butler
Technician: Mike Odom
Report Distribution:
(I) Transwestern Property Company
(1) O'Brien & Associates
(1) Technistructures, Inc.
(1) Butler Construction
Started: 7:00a
(I) City of Coppell
(1) City of Coppell
Finished: 9:00a
Report Date
02/29/2000
~.ommerce Center
eltline (Bldg. A)
?exas
~thod:
)2922
)3017
Project Requirements
Ioisture Density
or above 92%
This report is exclusively for the use of the client indicated above and shall not be reproduced except in tull without the writt~
07SDS Page I of I
~n approval of HBC Engineering, Inc.
Padl D. Smilh, P.E.
Sen or Project Engineer
;.5 99.1 93
.7 101.1 95
;.5 100.7 95
.9 99.4 93
DRY DENSITY DENSITY
(pcO (% max)