St Joseph-LR020703FIELD DENSITY TESTING
Report Number: 94021187.0039
Service Date: June 24, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENGINEERINK3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
{214) 630-1010
Report Date: July 03, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information Lab Test Data Proiect 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
2.211870003 ASTM D 698 Reddish tan & med brown silty sandy clay 13.2 117.1 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
12" Water Line Backfill
534 Sta. 11+00 3' BG 1 6 19.3 104.3 97
535 Sta. 11 +00 2' BG 1 6 20.8 * 103.9 96
536 Sta. 11+00 1' BG 1 6 18.4 106.1 98
537 Sra, 9+50 3' BG 1 6 20.1 104.2 97
538 Sta. 9+50 2' BG 1 6 19.7 105.5 98
539 Sta. 9+50 1' BG 1 6 17.8 107.3 99
540 Sta, 8+00 3' BG 1 6 20.7 * 103.3 96
541 Sta. 8+00 2' BG 1 6 19,5 105.1 97
542 Sta. 8+00 1' BG 1 6 19.1 104.8 97
543 Sra. 6+50 3' BG 2 6 13.7 117.5 100
544 Sta. 6+50 2' BG 2 6 14.9 115.8 99
545 Sta, 5+00 3' BG 1 6 20.4 103.6 96
546 Sra. 1+80 4' BG 2 6 15.1 112.0 96
547 Sta. 3+30 4' BG 2 6 13.5 115.1 98
548 Sta. 3+35 3' BG 2 6 14.5 111.3 95
549 Sta. 4+70 4' BG 2 6 16.1 110.9 95
550 Sra. 4+65 3' BG 2 6 16.2 111.9 96
551 Sta. 4+60 2' BG 2 6 15.4 113.1 97
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 2 ~7.LLW,.07-~.,~.K.,
FIELD DENSITY TESTING
Client: St. Joseph Village, Inc.
ENGINEERING
Project N umber:94021187
Report Number: 94021187.0039
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
552 Sta. 5+20 2' BG 1 6 18.5 107.6 100
553 Sta. 6+70 1' BG 1 6 17.8 108.4 100
Datum: BG = Below grade
Comments:
* Recommend pass.
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:
Technician: Phillip R. Green
Report Distribution:
(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 don
(1) City of Coppell - BIdg Insp
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively f~
ne~rin ~¢~
;ox, P.E.
~gineer
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 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
FIELD DENSITY TESTING
Report Number: 94021187.0043
Service Date: June 28, 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 D"~"ate;~ July 03, 2002
Proje~;eph ~lla~"~,~
12(J1 East Sandy~'ake 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)
1.211870003 ASTM D 698 Reddish tan & reed brown silty sandy clay
2.211870015 ASTM D 698 Dk brown & gray clay
Field Test Data Probe
Test LiftJ Mat. Depth
No. Test Location Elevation No. (inches)
13.2 117.1
2O.9 101.5
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Storm Sewer Line J Backfill
582 Sra. 3+50 0.5' BG 1 6 15.4 113.1 97
583 Sra. 1 +60 0.5' BG 2 6 23.4 97.9 96
Storm Sewer Line H Backfill
584 Sra. 2+80 2' BG 2 6 20.6 100.8 99
585 Sta. 2+25 1' BG 2 6 21.3 99.8 98
586 Sta. 1+40 2' BG 2 6 21.6 101.8 100
587 Sra. 1+35 1' BG 2 6 23.1 96.8 95
Datum: BG = below 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:
Technician: Phillip R. Green ~ HBC E--eerin~n~n ~
Repo~ Distribution:
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) St Andrews Management Reviewed by:
(1) Agui~ Corporation (1) St Andrews Management ' ~ - Lyndon L. ~x P E
(1) Centex - Jobsite
(1) City of Coppe, - B~dg lnsp ~ Pri~i~l~gineer
The tests were pedormed in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This repo~ is exclusively ~the use of the client
indicated above and shall not be reproduced except in ~ll 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 ~e propeKies of other apparently similar or identical
materials.
Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94021187.0038
Service Date: June 22, 2002
Client: St. Joseph Village, Inc.
ARm Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter Fn,vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 03, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information Lab Test Data Proiect 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)
1.211870015 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)
12" Water Line Backfill on Starleaf St.
528 Sta. 12+50 2nd 1 6 21,8 98.7 97
529 Std. 14+00 2nd 1 6 22.1 97.9 96
530 Std. 15+50 3rd 1 6 20,9 100.6 99
531 Sta, 17+00 3rd 1 6 21.5 97.9 96
532 Std. 15+50 Final 1 6 20.7 101.5 100
533 Std. 17+00 Final 1 6 21.2 98.2 97
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: 31787
% OF
......
-",'..."
- LYNDON J. COX
.
6 01
Technician:Repo~ B~an C. Hughes ee~
Distribution: ~ HBC Engin
(1) St, Joseph Village, Inc. (1) Ci~ of Cop.fl Engineering ~~X~
(1) Agui~e Corporation (1) St Andrews Management Reviewed by:
(1) Centex- Jobsite (1) St Andrews Management ' ~ Lyndon L; ~ox, P~.
(1) City of Coppell - Bldg Insp Princip gineer
The tes~ were pe~ormed in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This report is exclusively~ the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmi~ed herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indi~tive of the propedies of other apparently similar or identical
materials.
Page 1 of I .