SS9901A-LR020809FIELD DENSITY TESTING
Report Number: 94021187.0060
Service Date: July 30, 2002
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 09, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information Lab Test Data
Optimum Max. Lab
Water Dry Unit
Material Laboratory Content Weight
No. Test Method Description and Classification (%) (pcf)
Proiect Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1. 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 LiftJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Water Line Backfill, Parallel to 30" Force
Main Line
651 320' S & 50' E of NW cor. of jobsite 3' BEG I 6 16.9 106.8 99
652 325' S & 50' E of NW cor. of jobsite 2' BEG 1 6 17.1 107.1 99
653 330' S & 50' E of NW cor. of jobsite 1' BEG 1 6 17.7 105.4 96
654 335' S & 50' E of NW cor. of jobsite Final 1 6 17.3 105.5 98
655 515' S & 50' E of NW cor. of jobsite 3' BEG 1 6 16.7 107.9 100
656 520' S & 50' E of NW cor. of jobsite 2' BEG 1 6 17.2 107.7 100
657 525' S & 50' E of NW cor. of jobsite 1' BEG 1 6 16,9 107.9 100
658 530' S & 50' E of NW cor. of jobsite Final 1 6 17.1 106.2 98
Datum: BEG = below existing grade
Comments:
Test results on this report meet project specification.
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: Super., Forrest & Foreman, Bob
Technician: Bryan C. Hughes
Report Distribution: /'~ HBC E_nginee/411~
(1) St Joseph Village, Inc. (1) City of Coppell Engineed~l /...~
'1~ Anuirre Corporation (I) St Ar~lrews Management Reviewed by:
11; C;ntex - Jobsite (1) St Andrews Management I Lyndon ~. Fox, P.E.
(1) City ol' Coppell - Bldg Insp ! Pdncipjal ~ngineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods, This report is exclusively~mr 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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