SS9901A-LR02080608/23/02 14::½5 F?,X 214 630 7070
!ELD DENSITY TESTING
aport Number: 94021 t87.0055
ervice Date: July 24, 2002
[ient': 'St. Joseph Village. Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dal!as TX 75234
HBC ENGINEERING ~] 004
8901 Carpenter Frwy., Suite ~100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 06, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
¢laterial Information
Material Laboratory
NQ 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)
211870001 ASTM D 698 Med brown silty clay w/gravel
:told Test Data Probe
rest Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Fire Lane Paving Subgrade @ N Side of
Jobsite
609 40' S & 30' W of NW cor. of NE Approach Final 1 6
610 45' S & 140' W of NW cor. of NE Final 1 6
Approach
611 55' S & 250' W of NW cor. of NE Final 1 6
Approach
612 50' S & 360' W of NW cor. of NE Final 1 6
Approach
613 45' S & 475' W of NW cor. of NE Final 1 6
Approach
Paving Subgrade @ Int, of Fire Lane &
Center Cottage Road
614 30' S & 10' W of SE cot. of Intersection Final 1 6
615 110' S & 15' W of SE cot. of Intersection Final 1 6
30" Force Main Line Backfill @ W Side of
Jobsite
616 Sta. 16+00 9' BEG 1 6
617 Sra. 15+50 §' BEG 1
618 Sra. 17+00 7' BEG 1 6
17.6
107.9 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
17.2 107.9 100
17.4 107.9 100
17.8 107.9 100
16.7 107.9 100
18.2 106.1 98
17.9 107.9 100
18.7 105.9 98
16.9 106.3 99
17,0 100.4 99
17.7 105.9 98
ii:e tests were performed in 9enera[ accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
imdicated above and sbatl not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
~o tha 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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08/23/02_ 14:35 FAX 214 630 7070
:!ELD DENSITY TESTING
~Jient: St. Joseph Village, Inc.
:ield Test Data
Test
No. Test Location
619 Sta. 17+50
620 Sta. 18+00
7)atum: BEG = below existing grade
HBC ENGINEERING
[~005
Project Number:94021187
Report Number: 94021187.0055
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pcf) (% compaction)
6' BEG I 6 17.4 105.0 97
5' BEG 1 6 t8,1 104.1 96
.'.omments:
est results on this report meet project specification,
:;ervices - Pedorm in-place density and moisture content tests to determine degree of compaction and material moisture
cond{tion.
;ietd Test Method:ASTM D2922, ASTM D3017
3au§e ID: 2077
$ ~, .'~
~ LYNDON J. C( ,,
66401
Field Results Repoded To: Centex Supt.& Foreman '~. "~; ['~-
iechnician: Bryan C. Hughes
;~eport Distribution: ~ HBC Engineerin~
~',St JosephVi~sge. lnc {1)Ci~ofOoppellEnqineeri~g ~ ~ ~ ~ J.
(!,Agurrre Corporation (1) StAndrews Manageme,~ Reviewed by: ~~ , ~
,i~ Cenlox-. Jo~;;te (1) St Andrews Management [ Lyndon J. C~x
.CiyofCopFe -Bdgln~ ~ ~ '
Principal Elgineer
~' f~e tests were pedorme6 n genera accordance wi~ applicable ASTM, ~SHTO or DOT test me.ods. This re~d is exclusively (or~e use of the client
~;,dicated above and shall not be reproduced except in full without the written approval of Termcon. Test results transmitted herein ~ only ap¢icable
~r, he ~ctua[ ~amples tested at the I~ation(s) referenced and are ~ot necessarily Indicative of the propeKies of other apparently similar or identicsl
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