St Joseph-LR020808FIELD DENSITY TESTING
Report Number: 94021187.0059
Service Date: July 29, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENGINEERINE~
8901 Garpenter Er,ry., Suite #100
Dallas, Texas 75247
(214) 630-1010
_____ Repeal Date~ugust 08, 2002
1201 East Sandy Lakeq~
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)
1.211870003 ASTM D 698 Reddish tan & med brown silty sandy clay 13.2 117.1 -1/+3
95
Field Test Data Probe Water Dry Unit
Test Lift/ Mat. Depth Content Weight
No. Test Location Elevation No. (inches) (%) (pcf)
Water Line Backfill, near S Entrance
Drive to Main Bldg,
647 130' N & 15' E of NW cor. of intersection 1' BEG 1 6
with S Loop Drive
648 35' N & 10' E of NW cor. of intersection Final 1 6
with S Loop Drive
649 10' S & 30' W of NW cor. of intersection 1' BEG 1 6
with S Loop Drive
650 15' S & 40' W of NW cor. of intersection Final 1 6
with S Loop Drive
Datum: BEG = below existing grade
Dry Unit
Weight
(% compaction)
14.1 115.0 98
13.3 116.8 100
13.7 116.4 99
12.9 117.1 100
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
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Field Results Reported To: Contractor/Bobby .......
Technician: Bryan C. Hughes
Report Distribution: /-,,/f~ HBCE/~ine~/~
(1) SL Joseph Village. Inc. (1) City of Coppell Engineering
(1)AguirreCorporafion (l)StAndrewsManagement Reviewed by: ~.,~¢~ -"--I,
- Lyndon J ox P.E.
(1) Centex - Jobsite {1) St Andrews Management / jr/~ .
(1) City of Coppell - Bldg Insp Principtlj~ngineer
The tests were performed in general accordance with applicable ASTM. AASHTO, or DOT test methods. This report is exclusivelyM~r the use of the client
indicated above and shall not be reproduced except in full without the wdtten 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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