St Joseph-LR020702FIELD DENSITY TESTING
Report Number: 94021187.0037
Service Date: June 21, 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 02, 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 >/= +2 93
2.211870035 ASTM D 698 Lt brown silty sandy clay 13.2 114.6 -2/+2 95
3. 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)
Bldg. #13 Moisture Conditioned Pad
504 10' N & 25' W of SE cor. Subgrade 1 6
505 15' S & 5' E of NW cor. Subgrade 1 6
Bldg. #13 Select Fill
506 15' N & 10'W of SE cor. 1st 2 6
507 10' N & 10' W of SE cor. 2nd 2 6
508 15' S & 5' W of NW cor. 1 st 2 6
509 10' S & 5' W of NW cor. 2nd 2 6
8" Water Line Backfill
19.9 105.1 97
19.7 104.6 97
13.0 109.9 96
12.4 110.7 97
14.1 113.8 99
13.3 113~7 99
510 25' N & 40' W of NE cor. of Bldg. ¢7 2'BG 3 6 18.7 108.2 100
511 25' N & 43' W of NE cor. of Bldg. #7 I'BG 3 6 16.9 109.3 100+
512 25' N & 45' W of NE cor. of Bldg. ¢7 At Grade 3 6 17.1 107.5 100
513 30' N & 45' W of NE cor. of Bldg. ¢12 2'BG 3 6 17.5 105.8 98
514 30' N & 48'W of NE cor. of Bldg. ¢12 1' BG 3 6 16.6 108.1 100
515 30' N & 50' W of NE cor. of Bldg. #12 At Grade 3 6 18.3 106.1 98
516 50' S & 20' W of NW cot. of Bldg. ¢11 2'BG 3 6 19.8 104.2 97
517 53' S & 20' W of NW cor. of Bldg. ¢11 I'BG 3 6 18.3 106.0 98
518 55' S & 20' W of NW cot. of Bldg. ¢11 At Grade 3 6 17.5 105.4 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 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.
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FIELD DENSITY TESTING
~lient: St. Joseph Village, Inc.
ENCJINEERIN~
Project Number:94021187
Report Number: 94021187.0037
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
519 40' S & 35' E of SE cor. of Bldg. #9 2'BG 3 6 18.0 106.9 99
520 40' S & 38' E of SE cor. of Bldg. #9 I'BG 3 6 19.1 104.6 97
521 40' S & 40' E of SE cor. of Bldg. #9 At Grade 3 6 16.8 108.1 100
522 35' S & 5' W of SW cor. of Bldg. t/4 2' BG 3 6 20.0 103.3 96
523 35' S & 3' W of SW cor. of Bldg. #4 I'BG 3 6 19.3 105.1 97
524 35' S of SW cor. of Bldg. IfA At Grade 3 6 17.6 107.1 99
525 35' S & 5' W of SE cor. of Bldg. #4 2' BG 3 6 18.4 106.3 99
526 35' S & 3' W of SE cor. of Bldg. #4 I'BG 3 6 18.9 104.4 97
527 35' S of SE cor. of Bldg. 1t4 At Grade 3 6 17.4 107.9 100
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~i~eeri~
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering ~ ~,,~'. ~
(1) Aguirre Corporation (1) St Andrews Management Reviewed by: ~,. ~.-~ L ~ . ~
(1) Centex - Jobsite (1) St Andrews Management J/ Lyndon L. C~x, P.E. / '
(1) City of Coppell - Bldg Insp ~ Principal I~r~gineer
II
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fo~lhe 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 oT.~w,,~.~.~,. ~.~