SS9901A-LR020718FIELI~ DENSITY TESTING
Report Number: 94021187.0047
Service Date: July 12, 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 18, 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 Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction}
1. 211870015 ASTM D 698 Dk brown & gray clay 20.9 101.5 -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)
30" Force Main @ W Side of Site
592 Sta. 10+00 7' BG I 6 22.7 100.6 99
593 Sta. 9+75 6' BG 1 6 21.9 100.9 99
594 Sta. 9+75 5' BG 1 6 22.4 100.7 99
595 Sta. 9+50 4' BG 1 6 23.0 100.3 99
596 Sta. 9+25 3' BG 1 6 23.6 100.2 99
597 Sra. 9+15 2' BG I 6 22.7 101.4 100
598 Sta. 8+00 Final 1 6 21.5 100.7 99
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: 2077
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Field Results RepoSed To: Contractor's Foreman ":,,~N~L
Technician: B~an C. Hughes
Repo~ Distribution: ~ HBC ~ginee~
(1)St. JosephVillaga, tnc. (1)Ci~ofCop~ilmngineedng /~ J ~X t
(1) Aguiffe Co.ration (1) St ~dre~ Management Reviewed by: ~ ~
~11)) ~t~c=~ Bi~ insp (1) St Andr~s Man~ement ~ ~d~,n~.
The tes~ were performed in general accordance ~ app ~ble ASTM, ~SHTO or DOT test me~s. This repo~ is exclusivel~ ~e use of the client
indicated above and shall not ~ mpr~uced except in ~11 ~out ~e ~ffen approval of Te~n. Test resul~ transmiEed herein are only appli~ble
to the actual samples tested at the Io~tion(s) referenced and are not necessa~ly indi~five of the pmpe~es of other apparently similar or identical
materials.
Page 1 of 1
FIELD DENSITY TESTING
I~eport Number: 94021187.0046
Service Date: July 10, 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 18, 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, 211870001 ASTM D 698 Med brown silty clay w/gravel 17.6 107.9 -1/+3 95
2.211870015 ASTM D 698 Dk brown & gray clay 20.9 101.5 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test LiftJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
30" Force Main Backfill @ W Side of Site
588 Sta. 8+00 1 st 2 6 20.6 99.4 98
589 Sta. 9+50 2nd 2 6 22.5 98.7 97
Storm Sewer Backfill (~ Entrance
Courtyard
590 Sta. 0+25 Final 1 6 17.2 105.4 98
591 Sta. 1 +50 Final 1 6 16.9 106.8 99
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine diegree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 2077
Technician: Bryan C. Hughes
Report Distribution: /~ HBCE~
(1} st. Joseph Village, Inc. (1) City of Coppell Engineering
(t) Aguin'e Corporation (1) St Andrews Management Reviewed by:
(1) cen~x - Jobsite (1) St Andrews Management
(1) City of Coppell - Bldg Insp Princip;
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivel~
indicated above and shall not be reproduced except in full without the written approval of Termcon. Test results transmitted hereinl
.~ox, P.E. '
ngineer
the use of the client
e 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
matsdals.
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