Gateway BP(1.2)-LR 960815 (2)IN-PLACE DENSITY Tr STING
4747 l~ln~ BIwL, ~tte #206
Dallm, Texaa 7-n247
Date of Service:
Client No.:
Client:
Services:
08/15/1996
82245000
Superior Utilities
At'm: Bill Faust
P.O. Box 543145
Dallas TX 75354
Report No.: 9607931
Project No.: 43-1846-96
Project: Fritz-Crat~nty
Storm Drain
cowr~crom Superior Utilities
PROJECT DATA
L~onaorrrestMemoa: ASTM D-698
Field Test Method:
MOISTURE DENSITY RIt. LATIONS:
M/D No~
1 Dark Brown Clay
Description
Maximmn
Moisture % D~uity ~
ASTM D-2922
ASTM D-3017
Project Requlremeatta
Moi~u~ D~n~ty
26.0 95.5 -2/+4% 95%
FIELD DENSITY TESTS
TEST
NO
524
525
526
East
M/D MOISTURE
TEST LOCATION No. (%)
1 27.4
1 26.8
1 26.4
Test results on this report meet project specification.
line A, storm sewer.
3rd lii~, sm. 0+60, 66" RCP
3rd lii~, sm. 2+30, 60" RCP
3rd lii~, sta. 5+00, 60" RCP
drainage easement,
DRY DENSITY DEaNS1TY
(l~0 (%
92.1 96.4
92.6 97.0
92.9 97.3
Technician: Jesse Landroth
Report Distribution:
(1) Superior Utilities
(1) City of CovPell
~ En~, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
07CC This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.