SS9901A-LR020816FIELD DENSITY TESTING
Report Number: 94021187.0061A
Service Date: July 31, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 16, 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 Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
i. 211870015 ASTM D 698 Dk brown & gray clay
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Bore Pit Backfill on 30" Force Main Line,
N of Manhole
659 Sta. 1+12
660 Sta. 1+15
661 Sta. 1+17
Datum: BEG = below existing grade
20.9 101.5 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
25' BEG 1 6 26.8 * 88.8 87 *
24' BEG 1 6 28.0 * 89.2 88 *'
23'BEG 1 6 25.4 * 90.4 89 *
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
Technician: Bryan C. Hughes
Report Distribution: /") HBC Engineerin, E"~
(1) St. Joseph Village, Inc. (1) City of Coppell Engineel~ng
/1) A~,uirre Corporation (1) St Andrews Management Reviewed by:
11) C;ntex - Jobsite (1) St Andrews Management '0 Lyndon J, C~)x, P.E. *
(1) City of Coppell - B ldg Insp . Pdncipa[E?gineer
The tests were performed in genera accordance with app cab e ASTM, AASHTO or DOT test methods, This report is exclusively roof 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 we only applicable
to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of I
FIELD DENSITY TESTING
Report Number: 94021187.0061B
Service Date: July 31, 2002
EN~INEEP.]NG
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 16, 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)
1.211870015 ASTM D 698 Dk brown & gray clay
20.9 101.5 . -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)
Bore Pit Backfill on 30" Force Main Line,
S of Manhole
662 Sta. 0+95 16' BEG 1 6 21.2 99.8 98
663 Sta. 0+97 15' BEG 1 6 20.9 99.7 98
664 Sta. 0+99 14' BEG 1 6 20.2 100.4 99
665 Sta. 0+95 13' BEG 1 6 21.8 99.5 98
666 Sra. 0+96 12' BEG 1 6 22.7 98.9 97
667 Sra. 0+98 11' BEG 1 6 20.6 99.9 98
668 Sta. 0+92 10' BEG 1 6 22.8 98.4 97
669 Sta. 0+94 9' BEG 1 6 21.4 100.7 99
670 Sta. 0+95 8' BEG 1 6 22.3 98.9 97
671 Sta. 0+97 7' BEG 1 6 22.1 99.1 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
Technician: Bryan C. Hughes
Repod Distribution: ~ HBC Enj~neerin,8~
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management ~/ Lyndon J. (~x, P.E.
(1) C~ty of Coppell - Sldg Insp ~ Principal J~gineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fief 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