St Joseph-LR020805FIELD DENSITY TESTING
Report Number: 94021187.0056
Service Date: July 25, 2002
ENGINEERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: August 05, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1.211870001 ASTM D 698 Med brown silty clay w/gravel
17.6 107.9 -1/+3 95
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
E Side Water Line Backfill
621 310' S & 10' W of NE cur. of Jobsite 1'BEG 1
622 315' S & 10' W of NE cur. of Jobsite Final 1
623 420' S & 10' W of NE cur. of Jobsite 1'BEG 1
624 430' S & 10' W of NE cur. of Jobsite Final 1
625 515' S & 10' W of NE cur. of Jobsite 1'BEG 1
626 530' S & 10' W of Ne cur. of Jobsite Final 1
627 600' S & 25' W of NE cur. of Jobsite 1' BEG 1
628 610' S & 30' W of NE cur. of Jobsite Final 1
Datum: BEG = Below existing grade
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
6 17.5 107.9 100
6 10.8 * 114.4 100+
6 18.2 106.1 98
6 11.4 * 113.8 100+
6 17.4 107.9 100
6 11.1 * 114.1 100+
6 17.9 107.9 100
6 12.7 * 112.5 100+
Comments:
An asterisk {*) appears next to test results which do NOT meet the project specifications.
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: 2077
£*:-" ~ %*%,
......
Field Results Reported To: Contractor/Superintendent ~ A~- ·
Technician: Bryan C. Hughes
Report Distribution: /~ HHBC~tn!gineeri
(1) St. Joseph Village, Inc. (1) City of Coppe[I Eng}neering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by: .~- -t '
(1) Centex - Jobsile (1) St Andrews Management j/~ Lyndon, J~ Cox, P..
(1) City ol~ Coppell - Bldg Insp b' Princi~l Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivd~or 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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