St Joseph-LR020830REPORT OF IN-PLACE DENSITY TESTS
Report Number: 94021187.0076
Service Date: August 14, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENGINEERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 30, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Services:
In-place density tests.
On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for
in-place density tests. After arriving at the jobsite, HBC's technician was notified that in-place
density tests were cancelled; the backfill was not yet ready for testing.
Technician: Bryan C. Hughes
Report Distribution: ,//~ HBC ,~ neeri, i~
1 St Jose hV age 1nc (1)CityofCoppeL[Engineedng
!l!A'uirre~or2_~rati~n ' (1) St Andrews Management Reviewed byt
[ ) _g . ~,u., (1) St Andrews Management J Lynaon J~ .ox, i--'.l:.
(1) L, entex - JODSl~e
(1) City of Coppeit - Bldg Insp Pnnc~pf :ngmeer
rformed in enera accordance with applicable ASTM, AASHTO, or DOT test methods, This report is exclusivel~ r the use of the client
The tests were pe .... .g .... r,r,~Hur'~_d exceot in full without the wr tten approval of Terracon. Test results transmitted hereirr~ re only apphc,able
indicated above ana snail not u~ .~,-. ........... r
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identlcm
materials. Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94021187.0081
Service Date: August 21,2002
ENGINEERING
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: August 30, 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)
1.211870003 ASTM D 698 Reddish tan &med brown silty sandy clay
2.211870001 ASTM D 698 Med brown silty clay w/gravel
Field Test Data Probe
Test LiftJ Mat. Depth
No. Test Location Elevation No. (inches)
13.2 117.1 -1/+3 95
17.6 107.9 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
8" Sanitary Sewer Backfill @ SW cor. of
N Cottages 5' BEG 1 6 14.2 114.0 97
719 Sta. 0+50 Line A
720 Sta. 0+65 Line A 4' BEG 1 6 13.7 116.4 99
30" Force Main Line Backfill 3' BEG 2 6 17.7 107.6 100
721 Sra. 18+25
2' BEG 2 6 18.9 104.5 97
722 Sta. 19+00
723 Sta. 18+75 Final 2 6 18.4 105.0 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: 2077
Field Results Reported To: Contractor, Danny
Technician: Bryan C. Hughes
Report Distribution:
(1) St. Joseph Village, Inc. (1) City of Coppe[I Engineering
/-) HBC EngineeJ~
(1) St Andrews Management Reviewed by: ~~~'
(1) Aguirre Corporation
(1) Centex - Jobsite (1) St Andrews Management / Lyndon J.l.lCox, P-E-/
(1) City of Coppell - Bldg Insp Principl?ngineer
The tests were performed in generat 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 apparenUy similar or identical
materials. Page 1 of 1