St Joseph-LR020807FIEED DENSITY TESTING
Report Number: 94021187.0058
Service Date: July 26, 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 07, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
. 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)
1.211870001 ASTM D 698
2.211870003 ASTM D 698
Med brown silty clay w/gravel
Reddish tan & med brown silty sandy clay
Field Test Data
Test
No.
Test Location
629
630
631
632
633
634
635
636
637
638
Paving Subgrade off of Main Entry Drive
10' N & 60' E of SE cor. of intersection
with Area A Cottage S. Side Drive
10' N & 5' W of SE cor. of intersection
with Area A Cottage S. Side Dnve
80' S & 10' W of SE cor. of intersection
with Area A Cottage S. Side Drive
60' S & 80' W of SE cot. of intersection
with Area A Cottage S. Side Drive
20' N & 20' W of SE cot. of intersection
with Area A Cottage S. Side Drive
30' N & 80' W of SE cor. of intersection
with Area A Cottage S. Side Drive
10' N & 135' W of SW cor. of intersection
with Area A Cottage S. Side Drive
15' N & 205' W of SW cor. of intersection
with Area A Cottage S. Side Drive
20' S & 135' W of SW cor. of intersection
with Area A Cottage S. Side Drive
30' S & 205' W of SW cot. of intersection
with Area A Cottage S. Side Drive
17.6 107.9 -1/+3 95
13.2 117.1 -1/+3 95
Probe Water Dry Unit Dry Unit
LiflJ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pcf) (% compaction)
Final 2 6 8.8 * 121.5 104
Final 2 6 9.3 * 121.0 103
Final 2 6 12.4 117.9 101
Final 2 6 10.2 * 120.1 103
Final 2 6 13.0 117.3 100
Final 2 6 12.7 117.6 100
Final 2 6 14.9 115.5 99
Final 2 6 13.7 116.0 99
Final 2 6 16.0 114.9 98
Final 2 6 14.8 115.7 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 0~.~.~.0~-....K.,
FIELD DENSITY TESTING
Client: St. Joseph Village, Inc.
Field Test Data
Test
No. Test Location
Probe
Lift/ Mat. Depth
Elevation No. (inches)
639 100' S & 135' W of SW cor. of
intersection with Area A Cottage S. Side
Drive
640 110' S & 205' W of SW cor. of
intersection with Area A Cottage S. Side
Drive
Water Line Backfill Under Main Bldg.
Entrance Drive
641 75' N & 15' E of SE cor. of Drive
642 10' N & 20' E of SE cor. of Drive
643 80' N & 15' E of~E cot. of Drive
644 15' N & 20' E of SE cor. of Drive
645 35' S & 10' W of SE cor. of Drive
646 40' S & 30' W of SE cor. of Drive
Datum: BEG = below existing grade
ENGINEERING
Project Number:94021187
Report Number: 94021187.0058
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Final 2 6 16.0 114.7 98
Final 2 6 14.7 115.8 99
2'BEG 1 6 10.2 * 110.9 103
Final 1 6 11.1 * 110.0 102
2'BEG 1 6 11.7 * 109.4 101
Final 1 1 9.9 * 111.2 103
2'BEG 1 6 10.0 * 111.1 103
2'BEG 1 6 8.9 * 112.2 104
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
Field Results Reported To: Contractor/Forest
Technician: Bryan C. Hughes
Report Distribution: //~ H~BC En~ eering//7.'
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering ~ ~/ /4
(1)Aguirre Corporation (1) St Andrews Management Reviewed by: tf~,~
(1) Centex - Jobsite (1) St Andrews Management - / Lyndon J. ¢ ~x, P.E. z
(1) City of Coppell - Bldg Insp I Principal~ gineer
J
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively f~j the use of the client
indicated above and shall not be reproduced except in full without the wdtten approval of Terracon. Test results transmitted herein ar( 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 07.s0.~,~7.~,.~