Gateway BP(1.2)-LR 960822IN-PLACE DENSITY TESTING
Date of Service:
Client No.:
Client:
Services:
08/22/1996
13195000
Catellus Development Corporation
Mr. Steve Williamson
4545 Fuller Drive, Suite 100
Irving TX 75038
4747 Irving Blvd., Suite #206
Dallas, Te.x~ 75147
Report No.: 9608369
Project No.: 43-1452-96
Project: Fritz Gateway-Warehous~
LBJ ~ Cotton & Crateway
cowrgAcroR: Superior Utilities
PROJECT DATA
I~bor~toryr~tM~aoa: ASTM D-698
Field Te~t Method:
MOISTURE DENSITY RELATIONS:
M/D No.
1 Dark/Med Brown/Tan Clay
Maximum
Moisture % Denny pcf
24.3 96.3
FIELD DENSITY TESTS
ASTM D-2922
ASTM D-3017
Project Requiremmts
Moisture Demlty
-2/+4% 95%
NO
538
539
540
TEST LOCATION
8th lite, sm. 0+25, 66" RCP
8th lift, sta. 2+50, 60" RCP
8th li~ sta. 4+60, 60" RCP
M/D MOISTURE DRY DENSITY DENSITY
No. ('/.) (W0 (./. m~)
East drainage easement,
1 25.0 93.7 97.3
1 24.6 94.2 97.8
1 24.9 93.9 97.5
Test results on this report meet project specification.
line A, storm sewer.
Technician: Jesse Landreth
Report Distribution:
(1) Catellus Development Corporation
(I) Gromatzky Duprce & Associate~
(1) Brocketto-Davis-Drake, Inc.
(2) Haws & Tingle
(2) City of Coppell
( 1 ) Abbott Development
H~~ng, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
fi/CC This report is exclusively for the use of the client indicated above and shall not be reproduced except in full wflhout ~he written approval of HBC Engineering, Inc.
IN-PLACE DENSITY TESTING
4747 Irving Blvd., Suite #206
D~,na~ Texas 75247
Date of Service: 08/21/1996
Client No.: 13195000
Client: Catellus Development Corporation
Mr. Steve Williamson
4545 Fuller Drive, Suite 100
Irving TX 75038
Services: In-place density testing.
Report No.: 9608298
Project No.: 43-1452-96
Project: Fritz Cratcway-Warehouse
LBJ ~ Cotton & Gateway
CON'nO, CTOR: Superior Utilities
PROJECT DATA
Laboratory T~t Mtqimd:
Field Test Method:
MOISTURE DENSITY RELATIONS:
MID No. Description Moisture % DemiOd 1~'
1 Dark Brown Clay 26.0 95.5
FIELD DENSITY TESTS
TEST MID MOISTtlRE
NO TEST LOCATION No. (%)
535 7th li~ sra. 1+00, 66" RCP 1 26.8
536 7th lift, sra. 3+00, 60" RCP 1 27.0
537 7th lii~, sta. 5+00, 60" RCP 1 27.4
Test results on this report meet project specification.
East drainage easement, line A, storm sewer.
Project Requirements
Moisture Density
-2~4% 95%
DRY DENSITY DENSITY
(pcO (% ,,,,x)
93.3 97.7
93.0 97.4
92.6 97.0
Technician: Jesse Landreth
Report Distribution:
(1) Catellus Development Corporation
(1) Ca, omatzky Dupree & Associates
(1) Brookotte-Davis-Drake, Inc.
(2) Haws & Tingle
(2) City of Coppell
(1) Abbott Development
Inc.
Paul D. Smith, P.E.
Senior Project Engineer
07CC This report is exclusively for the us~ of the client indicated above and shall not bo reproduced except in full without the written approval of HBC Engineering, Inc.