Gateway BP(1.2)-LR 960730 (2)IN-PLACE DENSITY I( STING
Date of Service:
Client No.:
Client:
Services:
07/30/1996
13195000
Catellus Development Corporation
Mr. Steve Williamson
4545 Fuller Drive, Suite 100
Irving TX 75038
In-place density testing.
co~rrgnc'roR: Haws & Tingle
MOISTUR~ DENSITY RELATIONS:
M/D
1
2
3
Description
Dark Brown Clay
Die,Vid Bm/Tn Cly W/Red Bm Cly
Tannish Brwn Sandy Clay W/CB
NO TEST LOCATION
464 4th lift, grid 1460 it. n., 75 ft. e.
465 4th lift, grid 1470 ff. n., 175 ff. e.
466 4th lift, grid 1450 ft. n., 325 ft. e.
467 4th li~ grid 1460 ft. n., 440 ft. e.
468 4th lift, grid 1470 ft. n., 520 ft. e.
469 1st lift, grid E.2/5.0
470 2nd li~ grid E.2/5.0
471 1st lift, grid D.5/4.4
472 2nd li~ grid D.5/4.4
473 1st lift, grid E. 1/3.0
Report No.: 9606877
Project No.: 43-1452-
Project: Fritz Gat
LBJ ~ £
PROJECT DATA
Laboratory Te~t Mt~od: ASTM
F/eld Te~ Me~hod:
ASTM
ASTM
Moisture %
26.0
21.0
13.0
95.5
104.0
119.5
FIELD DENSITY TESTS
4747 Irving Blvd., ~ #206
~ Texaa 7~47
96
:way-Warehouse
otton & Gateway
D-698
D-2922
D-3017
M/I) MOISTURE
1~o. (%)
1 27.3
1 26.8
2 22.1
2 21.7
2 21.9
2 22.1
2 21.8
2 21.6
2 21.9
3 14.2
Project Requlrementa
Moistur~ Demity
· 2/+4% 95%
· 2/+4% 95%
4-2% 95%
DRY DF~SITY DENSITY
(i~ ('/.max)
92.9 97.3
93.3 97.7
100.4 96.5
101.2 97.3
100.8 96.9
100.5 96.6
100.8 96.9
101.4 97.5
100.9 97.0
117.1 98.0
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.
-¥ [
Report No.: 9606877 ('~., Page
TEffr
NO
474 2nd li~ grid E. 1/3.0
Test numbers 464 thru
easement.
M/D MOISTURE
TEST LOCATION No. (%)
3 13.6
Test results on this report meet project specification.
468, paving area at east end along
Test numbers 469 thru 474,
Technician: Jesse Landreth
Report Distribution:
(1) Calellus Development Corporation
(1) G~nnatzky Dupree & Associates
(1) Brockette-Davis-Drake, Inc.
(2) Haws & Tingle
4" sanitary sewer.
DRY DENSITY
117.7
(2) City of Coppell
(1) Abbott Development
temporary d cainage
DRNSlTY
(% m~x)
98.5
IRC.
07CC This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thei written approval of HBC Engineering, Inc.