St Joseph-LR021105-FIELD DENSITY TESTING
Report Number: 94021187.0169
Service Date: October 28, 2002
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8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
l Jlwl ll. Vl. JUavpII V1110yG, II IV.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Date: November 05, 2002
1201 East Sandy Lake Rd
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Project Number: 94021187
98.9
853
5'N & 10'W of NE cor. of Bridge
Material Information
Lab Test Data
Project Requirements
1 6
Optimum
Max. Lab
Water
1 6
Retaining Wall
Water
Dry Unit
Content
Minimum Dry
Material Laboratory
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
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Comments:
Test results on this report meet project specification.
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
1 6
Main N Entrance Bridge Backfill
98.9
853
5'N & 10'W of NE cor. of Bridge
1' ABRWD
97.4
Retaining Wall
1 6
854
8'N & 70'W of NE cor. of Bridge
1' ABRWD
1 6
Retaining Wall
98.6
855
FS & 5' W of NE cor. of Bridge Retaining 1' ABRWD
23.1
Wall, see attached sketch
96
856
10'S & 50'W of NE cor. of Bridge
1' ABRWD
98
Retaining Wall
20.9
857
8'S & 10'W of SE cor. of Bridge
1' BBRW
21.2
Retaining Wall
99
858
10' S & 60'W of SE cor. of Bridge
1' BBRW
Retaining Wall
859
1' S & 20'W of SE cor. of Bridge
1' ABRWD
Retaining Wall
860
10'N & 55'W of SE cor. of Bridge
1' ABRWD
Retaining Wall
Comments:
Test results on this report meet project specification.
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
1 6
22.7
98.9
97
1 6
22.4
97.4
96
1 6
21.9
99.3
98
1 6
22.8
98.6
97
1 6
23.1
97.6
96
1 6
22.6
99.4
98
1 6
20.9
100.3
99
1 6
21.2
100.0
99
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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FIELD DENSITY TESTING
Client: St. Joseph Village, Inc.
lrer aeon
Project Number:94021187
Report Number: 94021187.0169
Comments (cont'd):
DATUM: ABRWD = Above Bridge Retaining Wall Deck
BBRW = Below Top of Bridge Retaining Wall
Services - Perform in -place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 1614
_ * ... OF . W ,
..... ...............................
LYNDON J. COX
..... ...............................
1 c EN
r �'y ONAL
Field Results Reported To: Forrest w /Centex �`" ""
Technician: Bryan C. Hughes
Report Distribution:
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering f HBC/Terrac
(1) Aguirre Corporation (1) St Andrews Management ti
Reviewed by:
(1) Centex - l a (1) St Andrews Management Lyndon J Cox, PA
(1) City of Co -Bldg Insp
Principaill Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusive jor 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.
Page 2 of 2
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