St Joseph-LR020701FIELD DENSITY TESTING
Report Number: 94021187.0036
Service Date: June 18, 2002
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: July 01,2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
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. ASTM D-698 Lt. brown silty sandy clay 13.2 114.6 -1/+3 95
2. 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) (%) (pc[) (% compaction)
Starleaf Road Fill
496 Sta. 17+20 1' BG 1 6 15.1 110.7 97
497 Sra. 16+00 1' BG 1 6 15.8 109.4 95
498 Sra. 14+50 1' BG 2 6 17.7 107.7 100
499 Sta. 13+00 1' BG 2 6 17.6 108.6 100+
500 Sta. 11+50 1' BG 2 6 18.8 105.4 98
501 Sta. 10+00 1' BG 2 6 18.0 104.9 97
502 Sra. 8+50 1' BG 2 6 17.4 109.2 100+
503 Sta. 7+00 1' BG 2 6 19.3 103.3 96
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
Report Distribution: ~:~HBC E ineere~/
(1 St. Joseph Vi lage, nc (,)Ci~ofCoppellEngineedng ~~lr
1) Aguirre Corporation (1) St Andrews Management Reviewed by: ,
centex- Jo0site (1) st Andrews Management ~ Lyndon ~ ~ox, P.E.
(1)
(1) City of Coppell - Bldg Insp
The tests were pedormed in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This report is excludvel~or ~e 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 prope~ies of other apparently similar or identical
materials.
Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94021187.0032
Service Date: June 17, 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: July01,2002
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
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
Proiect Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1. ASTM D-698 Med brown silty clay w/gravel
2. ASTM D-698 Lt. brown silty sandy clay
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
W Loop Road Fill
489 20' N & 30' W of SW cor. of Bldg. #10 3rd 1 6
490 80' S & 30' W of SW cor. of Bldg. #10 3rd 1 6
491 180' S & 30' W of SW cor. of Bldg. #10 3rd 1 6
492 280' S & 30' W of SW cor. of Bldg. #10 3rd 1 6
E Loop Road Fill
493 20' S & 60' E of NE cor. of Bldg. #1 2nd 2 6
494 50' S & 70' E of NE cor. of Bldg. #2 2nd 2 6
495 35' N & 50' E of SE cor. of Bldg. #2 2nd 2 6
17.6 107.9 -1/+3 95
13.2 114.6 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
19.0 103.5 96
17.7 106.6 99
19.3 103.1 96
18.1 105.4 98
14.4 113.9 99
13.9 114.4 100
15.5 110.2 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: , ~.~....~..r... ~t.~,,~,~ %
/~..--" ~'"..TU ,,,
~....~ .......................... :.... ~
~ LYNDON J. COX
-~ z 6~01 :',~
· ,, c~r;' .......... ;~ ~
Technician: Phillip R. Green //~ HBC En,~gineer~
Report Distribution:
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jet, site (1) St Andrews Management - / Lyndon L/~ox. P.E: '
(1) City of Coppell - BIdg Insp ~' Princip~ll I][ngineer
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
FIELD DENSITY TESTING
Client: St. Joseph Village, Inc.
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
452 200' N & 30' W of SW cor. of Bldg. #10 3 6
453 100' N & 30' W of SW cor. of Bldg. #10 3 6
454 10' N & 30' W of SW cor. of Bldg. #10 3 6
455 100' S & 30' W of SW cor. of Bldg. #10 3 6
456 200' S & 30' W of SW cor. of Bldg. #10 3 6
457 300' S & 30' W of SW cor. of Bldg. #10 3 6
458 400' S & 30' W of SW cor. of Bldg. #10 3 6
459 500' S & 30' W of SW cor. of Bldg. #10 3 6
Bldg. #10 Select Fill
460 10' N & 20' E of SW cot. of Bldg. #10 1st 1 6
461 15' N & 20' E of SW cor. of Bldg. #10 2nd 1 6
462 15' S & 10' W of NE cor. of Bldg. #10 1st 1 6
463 10' S & 10' W of NE cor. of Bldg. #10 2nd 1 6
W Loop Road Fill
464 180' N & 25' W of SW cor. of Bldg. #10 1st 3 6
465 80' N & 30' W of SW cor. of Bldg. #10 1st 3 6
466 25' W of SW cor. of Bldg. #10 1st 3 6
467 100' S & 30' W of SW cor. of Bldg. #10 1st 3 6
468 200' S & 25' W of SW cor. of Bldg. #10 1st 3 6
469 300' S & 30' W of SW cor. of Bldg. #10 1st 3 6
470 400' S & 25' W of SW cor. of Bldg. #10 1st 3 6
471 500' N & 30' W of SW cor. of Bldg. #10 1st 3 6
Subgrade
Subgrade
Subgrade
Subgrade
Subgrade
Subgrade
Subgrade
Subgrade
Project Number:94021187
Report Number: 94021187.0030
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
14.4 113.6 97
13.7 116.3 99
12.8 116.0 99
15.1 111.7 95
12.9 117.9 100+
15.0 112.4 96
14.4 114.1 97
12.6 118.0 100+
16.1 110.4 97
14.9 113.1 99
15.8 111.5 98
14.2 114.3 100+
15.8 111.9 96
16.0 111.3 95
15.4 112.4 96
16.2 111.2 95
14.9 116.9 100
15.6 114.7 98
13.0 116.8 100
12.8 117.6 100
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 ..- OF /',d; ,,
-"-
Gauge ID: -' %~,.-"
£..." ~ %* ,,,
,,,,.~.... 6~01 .:~
;:
Technician: Phillip R. Green
Report Distribution:
(1) St. Joseph Village. ,.¢. (1) City of Coppel, Engineering ,~,~,~
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management ~ Lyndon L.
Co, xJ P.E.
(1) City of Coppell - Bldg Insp ~1 Principal E~g~eer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for t~e 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 o~.s~,o?-,.=.,.~
!ELb DENSITY TESTING
,,eport Number: 94021187.0031
Service Date: June 15, 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: July 01,2002
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)
1.211870003 ASTM D 698 Reddish tan & med brown silty sandy clay
2.211870011 ASTM D 698 Reddish brown clayey sand w/clay balls
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
W Loop Road Fill
472 600' S & 25' W of SW cor. of Bldg. #10 2nd 1 6
473 500' S & 25' W of SW cor. of Bldg. #10 2nd 1 6
474 400' S & 25' W of SW cor. of Bldg. #10 2nd 1 6
475 300' S & 25' W of SW cor. of Bldg. #10 2nd 1 6
476 200' S & 25' W of SW cor. of Bldg. #10 2nd 1 6
477 100' S & 25' W of SW cor. of Bldg. #10 2nd 1 6
478 10' S & 25' W of SW cor. of Bldg. #10 2nd 1 6
479 100' N & 25' W of SW cor. of Bldg. #10 2nd 1 6
480 200' N & 25' W of SW cor. of Bldg. #10 2nd 1 6
Bldg. #11 Select Fill
481 10' N & 20' E of SW cot. 1st 2 6
482 15' N & 20' E of SW cor. 2nd 2 6
483 50' N & 10' W of SE cor. 1st 2 6
484 55' N & 10' W of SE cot. 2nd 2 6
485 60' S & 15' E of NW cor. 1st 2 6
486 55' S & 15' E of NW cor. 2nd 2 6
487 10' S & 10'W of NE cor. 1st 2 6
488 15' S & 10'W of NE cor. 2nd 2 6
13.2 117.1 -1/+3 95
14.7 113.7 -2/+2 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
14.3 113.4 97
13.0 116.8 100
15.7 113.9 97
16.1 111.7 95
14.4 117.0 100
12.9 115.9 99
13.6 116.3 99
15.2 111.6 95
15.8 112.4 96
15.3 110.7 97
16.0 109.9 97
15.3 112.1 99
16.4 110.3 97
15.3 112.9 99
14.1 114.0 100
14.9 113.1 99
14.8 112.6 99
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