Northlake 635(5)-LR000301IN-PLACE DENSITY lC'STING
Date of Service:
Client No.:
Client:
Services:
02/28/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
Report No.: 0005610
Project No.: 94991451
Project: Coppell (
1221 S. 1~
Coppell, '
PROJECT DATA
Laboratory Test Method:
ASTM D-698
MID No. Description Moisture %
Field Test M
ASTM
ASTM
a division of'l~-acnn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Maximum
Density pcf
1 Lt. brown tan & gray shaley clay w/calcareous 24.5 96.0 +3°/
nodules
FIELD DENSITY TESTS
TEST PROBE LIFT/ M/D MOISTU
NO TEST LOCATION DEPTH ELEV No. (%)
Moisture Conditioned Pad
113 70' east, 20' south of northwest comer of 6" 5th 1 1
building
114 50' east, 10' south of northwest comer 6" 6th 1 1
An asterisk (*) appears next to test results which do NOT meet the project
Field Results Reported To: Evert w/Butler & Marry w/Wier
Technician: Mike Odom
Report Distribution:
(I) Transwestem Property Company
(I) O'Brien & Associates
(1) Technistructures, Inc.
(1) Butler Construction
Started: 9:00a
(I) City of Coppell
(l) City of Coppell
:ommerce Center
.eltline (Bldg. A)
l'exas
~thod:
D2922
D3017
Project Requirements
rtoisture Density
or above 92%
Finished: 11:00a
IE
DRY DENSITY
(pc0
Report Date
03/01/2000
DENSITY
(% max)
5.6* 92.5 96
7.6* 91.1 95
specifications.
Pa~ tl D. Smith, P.E.
Sen ior Project Engineer
.'n 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 writt
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