St Joseph-LR020601FIE'LD DENSITY TESTING
· Report Number: 94021187.0002
Service Date: May 20, 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: June 01, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, Texas
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)
1.211870001 ASTM D 698
2.211870003 ASTM D 698
3. 211870001 ASTM D 698
Field Test Data
Test
No.
Med brown silty clay w/gravel
Reddish tan & med brown silty sandy clay
Med brown silty clay w/gravel
Probe
Lift/ Mat. Depth
Test Location Elevation No. (inches)
Moisture Conditioned Subgrade
1 Bldg. #1, 15'S& 21'EofNW cor. ESG 1 6
2 Bl~g. #1, 18' S & 40' E of NW cor. ESG 1 6
3 Bldg. #1, 9' S & 60' E of NW cor. ESG 1 6
4 Bldg. #2, 15' S & 12' E of NW cor. 'ESG 1 6
5 Bldg. #2, 30' S & 9' E of NW cor. ESG 1 6
6 Bldg. #2, 50' S & 15' E of NW cor. ESG 1 6
Existing Storage Tank Backfill
7 28' S & 25' W of NE cor. 7' BEG 1 6
8 30' S & 3' W of NE cor. 7' BEG 2 6
9 35' S & 65' W of NE cor. 7' BEG 1 6
Paving Subgrade, Star Leaf St.
10 Sta. 12+00 ESG 3 6
11 Sta. 11 +00 ESG 3 6
12 Sra. 10+00 ESG 3 6
13 Sta. 9+00 ESG 3 6
14 Sra. 8+00 ESG 3 6
15 Sta. 7+00 ESG 3 6
17.6
13.2
17.6
107.9 =/> +2 93
117.1 =/> +2 93
107.9 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
21.5 106.4 99
21.4 105,4 98
22.3 103.8 96
22.4 105.4 98
21.3 106.4 99
19.6 106.0 98
19.8 102.8 95
17.6 109.5 94
24.6 103.6 96
16.9 103.8 96
18.0 109.4 101
16.9 109.1 101
19.7 104.1 96
17.9 104.6 97
18.3 103.2 96
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 3
FIELD DENSITY TESTING
Client: St. Joseph Village, Inc.
Project Number:94021187
Report Number: 94021187.0002
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
35
36
37
38
Datum:
16 Sra. 6+00 ESG 3 6
Moisture Conditioned Bldg. Pad
17 Bldg. #1, 9' S & 9' E of NW cor. 1st 2 6
18 Bldg. #1, 18' S & 28' E of NW cot. 1st 2 6
19 Bldg. #1, 12' S & 39' E of NW cor. 1st 2 6
Existing Storage Tank Backfill
20 39' N & 40' E of SW cor. 6' BEG 2 6
21 21' N & 3' E of SW cor. 6' BEG 2 6
22 50' N & 68' E of SW cor. 6' BEG 2 6
23 40' N & 40' E of SW cor. 5' BEG I 6
24 60' N & 35' E of SW cor. 5' BEG 1 6
Moisture Conditioned Bldg. Pad
25 Bldg. #1,6' S & 18' W of NE cor. 3rd 2 6
26 Bldg. #1, 15' S & 35' W of NE cor. 3rd 2 6
27 Bldg. #1, 21' S & 49' W of NE cor. 3rd 2 6
28 Bldg. #2, 28' S & 9' E of NW cor. 1st 2 6
29 Bldg. #2, 39' S & 6' E of NW cor. 1st 2 6
30 Bldg. #2, 60' S & 18' E 0f NW cor. 1st 2 6
31 Bldg. #6, 12' S & 21' E of NW cor. ESG 1 6
32 Bldg. #6, 9' S & 45' E of NW cor. ESG 1 6
33 Retest of #17 1 st 2 6
34 Retest of #19 I st 2 6
Existing Storage Tank Backfill
38' S & 21' E of NW cot. 4' BEG 2 6
15' S & 45' E of NW cor. 4'BEG 2 6
21' S & 28' E of NW cor. 3' BEG 2 6
36' S & 42' E of NW cor. 3' BEG 2 6
See below in comments.
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
18.7 105.0 97
14.9 * 114.7 98
16.3 111.4 95
14.7 * 112.5 96
19.0 112.1 96
19.7 109.2 93
18.3 111.6 95
21.4 101.7 94
19.6 105.9 98
18.3 110.2 94
15.8 111.9 96
19.0 111.0 95
19.5 110.6 94
16.7 112.0 96
15.6 112.5 96
19.5 *~ 105.9 98
21.3 103.4 96
16.2 112.9 96
16.1 110.1 94
19.1 111.0 95
19.3 110.6 94
15.8 111.6 95
16.1 111.3 95
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
ESG = existing subgrade BEG = below existing grade ** Recommend pass.
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 2 of 3 07~ .....
FIELD DENSITY TESTING
Client: St. Joseph Village, Inc.
Project Number:94021187
Report Number: 94021187.0002
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
Technician: Roy Montgomery
Report Distribution: /~ HBC Ep~3ineerirJ<f'~
(1) St. Joseph Village. Inc. (1) City of Coppel, - Bldg ,nsp
(1) Aguirre Corporation (1) City of Coppell -Constr Insp
Lyndon ox P E
(1) Centex Csdonstmction Company I L Ji: ~ ' ' '
(1) City of C'oppell - Engr Principal ~ngineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively ~r 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 ara 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 3 of 3