SS9901A-LR020731o~/23/02 14:34 FAX 214 630 7070
IELD DENSITY TESTING
~.port Number: 94021187,0054
~¢vice Date: July 22, 2002
Attn: 3oseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ItBC E_NG1NEERING [~ 002
ITNGINEERIN(i
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 31,2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
~a terial Information
Materiat Laboratory
No. Test Method
Description and Classification
· 211870015 ASTM D 698 Dk brown & gray clay
211870001 ASTM D 698 Med brown silty clay w/gravel
:Told Test Data
'est Lifq
~ 4 o. Test Location Elevation
Probe
Mat. Depth
No. (inches)
30" Force Main Line Backfill @ W Side of
Jobsite
599 Sra. 13+00 7' BEG 2 6
600 Sta, 13+50 6' BEG 2 6
601 Sta. 14+00 5' BEG 2 6
602 Sra. 13+25 4' BEG 2 6
603 Sra. 13+50 3' BEG 2 6
Water Line Backfill, Under Main Building
Loop Road
604 20' N & 15' W of SE cor. of Main Bldg. 3' BEG 2 6
Loop Rd,
605 100' N & 15' W of SE cor, of Main Bldg. 3' BEG 2 6
Loop Rd.
606 190' N & 15' W of SE cor. of Main Bldg. 3'BEG 2 6
Loop Rd.
Bore Pit Backfill ~ SW cor. of Jobsite, N
Side of Manhole
607 10' N & 6' E of center of pit 29' BEG I 6
608 20' N & 10' E of center of pit 28' BEG 1 6
,L_ab Test Data Prelect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
20.9 101.5 -1/+3 95
17,6 107,9 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
19.5 105.0 97
20.1 104.7 97
18.1 106.3 99
18.0 105.1 97
17.6 107.5 100
16.8 106.7 99
17,1 106.9 99
17.5 105,1 97
23.7 96,7 95
23.9 96.8 95
The tests were performed In general accordance with applicable ASTM. AASHTO, or DOT test methods. This report is exclusively for t~e use of the client
:adicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
t,:} 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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0S/23/02 14:35 FAX 214 630 7070
IELD DENSITY TESTING
St. Joseph Village, Inc.
;omments (cont'd):
'tatum: BEG = below existing grade
~C ENGINEERING
~]003
Project Number: 94021187
Report Number: 94021187.0054
;omments:
est results on this report meet project specification.
;ervices ~ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
:ield Test Method:ASTM D2922, ASTM D3017
3auge ID: 2077
.",, )." A ".."
$ ,.,.* .............................
~ LYNDO~] J. COX
~ 66401 :,
Field Results Reported To: Contractor/Foreman
Technician: Bryan C. Hughes
Report Distribution: ~ HBC E~gine
¢. S. Joseph Vi ,age. Inc. (1) City of Coppe, l Engineering ~ ¢ (t
(1} St Andrews Management Reviewed by: [~¢ ~1 , ~ r
~': C,t} at Ooppel; - Bldg [nsp r Princi:i~al ~al' ngineer'
The tests were pedormed in general accordance with applt~ble ASTM, AASHTO, or DOT test methods. This report is excluslvel~r the use of the client
indicated above and shall not be reproduced except in ful1 without the written approval of Termcon. Test results transmitted herein are only a~pltoable
to the aclual samples tested at the location(s) referenced and are ~ot necessarily indicative of the propeAies of other apparently similar or identical
malerials.
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