Northlake 635(5)-LR000403IN-PLACE DENSITY ' STING
Date of Service: 03/28/2000
Client No.: 85229000
Client:
Report No.: 0008343
Project No.: 94991456
a division of'l~-atam
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
O4/03/2OOO
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Services: In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No. Deseription
PROJECT DATA
Laboratory Test Method:
ASTM D-698
Lt. brown sand w/tan & brown sandstone
Moisture%
TEST
NO TEST LOCATION
14.0
Project:
Maximum
Density pcf
112.5
Coppell £
1221 S. B
Coppell,
Field Test t~ thod:
ASTM )2922
ASTM )3017
I [oisture
-i !/+2%
ommerce Center
~ltline (Bldg. A)
?exas
Project Requirements
Density
95%
FIELD DENSITY TESTS
Sanitary Sewer Trench Backfill
130 Grid line K.5/2.5
131 Grid line H/2.5
132 Grid line K.5/6
133 Grid line B.5, west end of building
134 Grid line B.5, west end of building
Telephone Line
135 Grid line F.5 from lines 1 to 4
PROBE LIFT/ M/D MOISTUI
DEPTH ELEV No. (%)
6" Final 1
6" Final 1
6" Final 1
6" Final 1
6" 1' BTOT 1
6" Final 1
Test results Oli this report meet project specification.
BTOT = below top of trench
12
12
1;
1
1,
IE DRY DENSITY DENSITY
(pcf) (% max)
:.1 106.9 95
;.4 107.1 95
:.2 107.4 96
,6 107.4 96
· .1 106.9 95
;.2 108.5 96
Technician: Conan Cantwell
Report Distribution:
(!) Transwestem Property Company
(1) O'Brien & Associates
(I) Technistructures, Inc.
(1) Butler Construction
Started: 12:00p
(1) City of Coppell
(1) City of Coppell
Finished: 1:30p
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wrim
Sen or Project Engineer
:n approval of HBC Engineering, Inc.
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