St Joseph-LR020731FIELD DENSITY TESTING
F.eport Number: 94021187.0054 raNcrxr rarNc
8901 Carpenter Frwy., Suite #100
Service Date: July 22 , 2002 Dallas, Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: July 31, 2002
Attn: Joseph Dingman Project: St. Joseph Village
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, TX
Proiect Number: 94021187
Material Information
Lab Test Data
Proiect Requirements
Water
Dry Unit
Dry Unit
Test
Optimum
Max. Lab
Water
Depth
Content
Weight
Weight
Water
Dry Unit
Content
Minimum Dry
Material
Laboratory
(pcf)
Content
Weight
Range
Unit Weight
No.
Test Method
Description and Classification
(%
(pcf)
( %)
(% compaction)
1.211870015
ASTM D 698
Dk brown & gray clay
20.9
101.5
-1/ +3
95
2.211870001
ASTM D 698
Med brown silty clay w /gravel
17.6
107.9
-1/ +3
95
Field Test Data
Probe
Water
Dry Unit
Dry Unit
Test
Lift/
Mat.
Depth
Content
Weight
Weight
No.
Test Location
Elevation
No.
(inches)
(%)
(pcf)
(% compaction)
30" Force Water Main Line Backfill @ W
Side of Jobsite
599
Sta. 13 +00
7' BEG
2
6
19.5
105.0
97
600
Sta. 13 +50
6' BEG
2
6
20.1
104.7
97
601
Sta. 14 +00
5' BEG
2
6
18.1
106.3
99
602
Sta. 13 +25
4' BEG
2
6
18.0
105.1
97
603
Sta. 13 +50
3' BEG
2
6
17.6
107.5
100
Water Line Backfill, Under Main Building
Loop Road
604
20'N & 15'W of SE cor. of Main Bldg.
3' BEG
2
6
16.8
106.7
99
Loop Rd.
605
100'N & 15'W of SE cor. of Main Bldg.
3' BEG
2
6
17.1
106.9
99
Loop Rd.
606
190'N & 15'W of SE cor. of Main Bldg.
3' BEG
2
6
17.5
105.1
97
Loop Rd.
Bore Pit Backfill @ SW cor. of Jobsite
607
10' N & 6' E of center of pit
29' BEG
1
6
23.7
96.7
95
608
20' N & 10' E of center of pit
28' BEG
1
6
23.9
96.8
95
Datum:
BEG = below existing grade
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.
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09,'05 02 15: 25 - FAX 21 630 7070 HBC ENG 2002
-IELD DENSITY TESTING
]TtC TNEERING
:Iient:St. Joseph Village, Inc. Project Number:94021187
Report Number: 94021187.0054
services - Perform in place density and moisture content -tests to determine degree of compaction and material moisture
condition.
geld Test Method:ASTM D2922, ASTM D3017
auge(D 2077
leid Results Reported To. Contractor /Foreman
^= t7\ � -•• a •- � t '" a
. C '
{YNDON J COX
.......
�� gy ` �W r
r.atnician: Bryan C. Hughes
Deport Distribution: SC En ineerin
(
1) 5!. Joseph Village, Inc. (1) City of coppell Engineering
1' Aguirre corporaticn (1) St Andrew Management Reviewed by:
i'i Canlcr,- ,Ipbsi:e (1) St .4nd(exs Managcrttent Lyndon J. x, P.E.
i) Cur or cocpall - alaq Inap Principe E glnear
The tests were performed In general accordance with applicable ASTM, AASHTO, or DOT test methods. Thls report is exclusively 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
roatenals_
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