St Joseph-LR020905 (2)FIELD DENSITY TESTING
Report Number: 94021187.0087
Service Date: August 27, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date:
Project: St. Joseph Village
8901 Carpenter Frw,/., Suite #100
Dallas, Texas 75247
(214) 630-1010
September 05, 2002
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% 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 Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Box Culvert Backfill, W Side
734 Sta. 0+25 3' BEG 1 6 17.4 108.7 101
735 Sta. 2+00 - Retest of Test #729 3' BEG, 2n I 6 17.9 107.5 100
736 Sta. 0+50 2' BEG 1 6 18.3 105.5 98
737 Sta. 2+10 2' BEG 1 6 17.1 109.0 101
738 Sra. 3+95 4' BEG 1 6 19.6 104.2 97
739 Sta. 5+50 4' BEG 1 6 18.5 102.8 95
740 Sta. 4+00 3' BEG 1 6 18.3 103.7 96
741 Sra. 5+55 3' BEG I 6 18.1 105.2 97
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:
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,o~'; ~. ~ .".~.-'
Technician: Bryan C. Hughes
Report Distribution: BC eeri
(1) St. Joseph Village, Inc. (1) City of Coppeil Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management ' [ Lyndon J. C{~x, P.E.
(1) City of Coppell - Bldg Insp ' Principal Er~gineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fo~'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.
Page 1 of 1
FI'ELD DENSITY TESTING
Report Number: 94021187.0085
Service Date: August 26, 2002
ENGINEERING
8901 Carpenter Fn,vy., 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: September 05, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
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
(%) (PC0 (%) (% compaction)
1.211870001 ASTM D 698 Med brown silty clay w/gravel
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Box Culvert Backfill, E Side of Jobsite
730 Sta. 13+00 3' BEG 1 6
731 Sta. 15+00 3' BEG 1 6
732 Sta. 13+00 2' BEG 1 6
733 Sta. 15+00 2' BEG 1 6
Datum: BEG = below existing grade
17.6 107.9 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcl') (% compaction)
19.4 103.8 96
20.0 102.9 95
17.7 108.2 100
18.4 103.5 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~,STM D2922, ASTM D3017
Gauge ID: 2077
Field Results Reported To: Contractor's Foreman
Technician: Bryan C. Hughes
Report Distribution:
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Agu[rre Corporation (1) St Andrews Management
(1) Centex - Jobsite (1) St Andrews Management
(1) City of Coppell - Bldg Insp
HBC in~eri
Reviewed by: ~ ~
/~- - Lyndon J.tC~x, ~'..~. /
~' Principal~Igineer
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 1 of 1