Gateway BP(1.2)-LR 960814IN-PLACE DENSITY
Date of Service:
Client No.:
Client:
Services:
08/14/1996
82245000
Superior Utilities
Arm: Bill Faust
P.O. Box 543145
Dallas TX 75354
In-place density testing.
Report No.: 9607845
Project No.: 43-1846-96
Project: Fritz-Crateway
Storm Drain
4747 Irving Blv&, ~ ~206
~ T~a~ 75247
co~vr~croR: Superior Utilities
PROJECT DATA
~omoryT~tM~od.. ASTM D-698
Field Test Method:
MOISTURE DENSITY RELATIONS:
M/D No. l~crlpflon
1 Dark/Med Brown/Tan Clay
2 Dark Brown Clay
Mo~ar~ % ~ p~
ASTM D-2922
ASTM D-3017
Project Requiremmt~
Mobmre Demi~y
24.3 96.3 -2/+4% 95%
26.0 95.5 -2/+4% 95%
FIELD DENSITY TESTS
TESY
NO
518
519
52O
521
522
523
TF.~T LOCATION
Subgrade, sta. 0+08, 72" RCP
Subgrade, sra. 1+40, 66" RCP
Subgrade, sra. 4+00, 60" RCP
1st 1L°g sm. 0+10, 72" RCP
1st lift, sm. 1+50, 66" RCP
1st lii~, sm. 4+50, 60" RCP
MID MOISTURE DRY DE~ffiTY DENSITY
No. (%) (pot) (% max)
1 26.0 92.8 96.4
1 25.8 93.0 96.6
1 26.4 92.3 95.8
2 27.3 92.5 96.9
2 26.9 92.8 97.2
2 26.7 93.1 97.5
East drainage
Test results on this repo~ meet pr~e~ specific~ion.
easement, line A, storm sewer.
Technician: Jesse Landreth
Report Distribution:
(1) Superior Utilities
(l) City of Coppell
I-l~ El~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.