St Joseph-LR020806FIELD DENSITY TESTING
R~port Nu'mber: 94021187.0055
Service Date: July 24, 2002
Client: St. Joseph Village, Inc,
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
~ ENGINFJ~J NG
~- /. 8901 Carpenter Fn~vy., Suite #100
.. ~ ~. ~ Dallas, Texas 75247
I I ---%, , 2 41530-,0,0
2002' :
Project Number: 940z1
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
Field Test Data Probe
Test LiftJ Mat. Depth
No. Test Location Elevation No. (inches)
Fire Lane Paving SUbgrade @ N Side of
Jobsite
609 40' S & 30' W of NW cor. of NE Approach Final 1 6
610 45' S & 140' W of NW cor. of NE Final 1 6
Approach
611 55' S & 250' W of NW cot. of NE Final 1 6
Approach
612 50' S & 360' W of NW cor. of NE Final 1 6
Approach
613 45' S & 475' W of NW cor. of NE Final 1 6
Approach
Paving Subgrade @ Int. of Fire Lane &
Center Cottage Road
614 30' S & 10'W of SE cor. of Intersection Final 1 6
615 110' S & 15' W of SE cor. of Intersection Final 1 6
30" Force Water Main Line Backfill @,W
Side of Jobsite
616 Sta. 16+00 9' BEG 1 6
617 Sra. 16+50 8' BEG 1 6
618 Sta. 17+00 7' BEG 1 6
17.6
107.9 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
17.2 107.9 100
17.4 107.9 100
17.8 107.9 100
16.7 107.9 100
18.2 106.1 98
17.9 107.9 100
18.7 105.9 98
16.9 106.3 99
17.0 106.4 99
17.7 105.9 98
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 ~pplicable
to the actual samples tested at the Iocation(s),referenced and are not necessarily indicative of the properties of other apparently similar or identical
matedals.
Page 1 of 2
F.IELD DENSITY TESTING
Client: St. Joseph Village, Inc.
Field Test Data
Test
No. Test Location
Project Number:94021187
Report Number: 94021187.0055
619 Sta. 17+50
620 Sta. 18+00
Datum: BEG = below existing grade
Probe Water Dry Unit Dry Unit
LiftJ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pcf) (% compaction)
6' BEG 1 6 17.4 105.0 97
5' BEG 1 6 18,1 104.1 96
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: Centex Supt. & Foreman
Technician: Bryan C. Hughes
Report Distribution:
(1) St. Joseph Village. Inc.
(1) Aguirre Corporation
(1) Centex - Jobsite
(1) City of Coppell - Bldg Insp
(1) City of Coppell Engineering
(1) St Andrews Management
(1) St Andrews Management
Reviewed
..- % .... ,I. '..,.~'j~ ,,,
- ¢r -' --./L '-.
L..*.." ".*',
', LYNDON J. COX
~: 6(>4 n ~ ;
by: / Lyndo~J. C}x, P.~,
~ PdnCal Engineer
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.
Page 2 of 2 ~7~,=7.F--...,