St Joseph-LR020823.cLD DENSITY TESTING
Report Number: 94021187.0077
Service Date: August 15, 2002
J nraw..iun flGr.con
8901 Carpenter Fnvy., Suite #100
` Dallas, Texas 75247
1 (214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: August 23, 2002
Attn: Joseph Dingman Project: St. Joseph Village
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, TX 75019
/ Project Number: 94021187
Material Information
Material Laboratory
No. Test Method
1.211870001 ASTM D 698 Med
Field Test Data
Test
and Classification
silty clay w /gravel
Probe
Lift/ Mat. Depth
Test Locatio Elevation No. (inches)
30" Force Main Line
696 Sta. 16+00
697 Sta. 16+00
698 Sta. 16+00
699 Sta. 18+00
700 Sta. 18+00
701 Sta. 18+00
702 Sta. 16+00
703 Sta. 18+00
704 Sta. 16+00
705 Sta. 18+00
- Sox L uivert tsacKnn
706 Sta. 0 +50 Line A
707 Sta. 1 +85 Line A
708 Sta. 0 +55 Line A
709 Sta. 1 +90 Line A
Datum: BEG = below existing grade
Water Dry Unit Dry Unit
Content Weight Weight
N (Pcf) (% compaction)
9' BEG
1
6
18.2
106.1
98
8' BEG
1
6
19.0
104.3
97
T BEG
1
6
17.7
106.4
99
9' BEG
1
6
19.6
104.0
96
8' BEG
1
6
19.1
105.6
98
T BEG
1
6
18.4
105.9
98
6' BEG
1
6
17.9
107.9
100
6' BEG
1
6
18.1
106.3
99
5' BEG
1
6
17.5
108.1
100
5' BEG
1
6
18.8
105.0
97
T BEG
1
6
17.4
108.3
100
T BEG
1
6
17.9
108.2
100
2' BEG
1
6
18.2
106.0
98
2' BEG
1
6
17.2
109.5
101
Comments:
Test results on this report meet project specification.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Lab Test Data
Project Reouirements
Optimum
Max. Lab
Water
Water
Dry Unit
Content
Minimum Dry
Content
Weight
Range
Unit Weight
( %)
(pcf)
( %
I% compaction)
17.6
107.9
-1/ +3
95
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