SS9901A-LR020813FIELD DENSITY TESTING
Report Number: 94021187.0063
Service Date: August 1, 2002
Client: St. Joseph Village,'lnc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter F~vy., Suite//100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 13, 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)
1.211870015 ASTM D 698 Dk brown & gray clay
Field Test Data Probe
Test Lift] Mat. Depth
No. Test Location Elevation No. (inches)
Bore Pit Backfill on 30" Force Main Line,
N & S of Manhole
672 Sra. 0+95 24' BEG 1 6
673 Sra. 0+97 23' BEG 1 6
674 Sra. 0+98 23' BEG I 6
675 Sta. 1+13 - Retest of Test No. 659 25' BEG 1 6
676 Sta. 1 +14 - Retest of Test No. 660 24' BEG 1 6
677 Sta. 1 +15 - Retest of Test No. 661 23' BEG 1 6
Datum: BEG = below existing grade
20.9
101.5 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
21.9 100.0 99
21.7 99.7 98
20.9 100.4 99
20.8 101.5 100
21.5 99.9 98
22.0 99.6 98
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/Superintendent
Technician: Bryan C. Hughes
Report Distribution:
(1) St. Joseph Village, Inc. (1)City ol' Coppell Engineering
(,) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) centex- Jobsite (1) St Andrews Management f Lyndon .); ~ox, P.E.
(1) City of Coppell - Btdg Insp ~ pfincipll ~ngineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivel~tbr 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 1
,FIE ~ DENSITY TESTING
Report Number: 94021187.0065
Service Date: August 2, 2002
Client: St. Joseph Village,' Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter FnNy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Ri~ort Date: August 13, 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
(%) (pct') (%) (% compaction)
1.211870003 ASTM D 698
2.211870015 ASTM D698
Field Test Data
Reddish tan & med brown silty Sandy clay
Dk brown & gray clay
Probe
13.2 117.1 -1/+3 95
20.9 101.5 -1/+3 95
Water Dry Unit Dry Unit
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Storm Sewer Backfill
678 Sra. 1+00 Line O Final 1 6
679 Sta. 1+90 Line D Final I 6
680 Sta. 2+65 Line D Final 1 6
681 Sra. 3+45 Line D Final 1 6
Paving Subgrade, Drives N of Main Bldg.
682 310' S & 210' W of NE cor. of jobsite - Final 1 6
Retest of Test No. 629
683 305' S & 300' W of NE cor. of jobsite - Final 1 6
Retest of Test No. 630
684 320' S & 380' W of NE cor. of jobsite - Final 1 6
Retest of Test No. 632
685 370' S & 215' W of NE cor. of jobsite Final I 6
686 360' S & 310' W of NE cor. of jobsite Final 1 6
687 355' S & 400' W of NE cot. of jobsite Final 1 6
Boar Pit Backfill on 30" Force Main Line,
N of Manhole
688 Sra. 1+20 12' BEG 2 6
689 Sra. 1+21 11' BEG 2 6
Content Weight Weight
(%) (pcf) (% compaction)
13.0 113.1 97
12.7 115.2 98
13.1 114.7 98
14.0 113.5 97
12.7 117.6 100
12.4 117.9 101
12.8 117.5 100
13.0 117.3 100
12.9 117.4 100
12.7 117.6 100
22.0 96.9 95
23.0 96.2 95
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
08/23/02 14:38 FAX 214 630
IELD DENSITY TESTING
:lient: St. Joseph Village, inc,
7070 HBC ENGINEERING
:ield Test Data Probe
Test Lift/ Mat. Depth
,,~ Test Location Elevation No. (inches)
69,:) Sta 1 +23
:~aturn: BEG = below existing grade
10' BEG 2 6
[~] O1 0
Project Number:94021187
Report Number: 94021; 87.0065
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
22.4 97.0 96
~omr¢ e ~ts:
~st ~*esults on this report meet project specification.
~ervices - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
--ie[d Test Method:ASTM D2922, ASTM D3017
3auge ID: 2077
LYNS0 J. cox
¢, --'-~ .........................
t ~. 66401 ~.~
'iechrfician: Bryan C. Hughes
Report Distribdion: ~ HB¢ Engine ~rin
(1) Cty of Coppe~l Engine~ing ~ ~
,: !: St bcseph Vil',age, tflc · ~
(1) St Andrews Management Reviewed by:
i: Cd/c:¢ Cs¢oell - Bldg Insp ' ' t~ ~er
The tests were parroted in general accordance wi~ applicable ASTM, ~SHTO, or DOT test methods, This repo~ is exclusively for use of the client
ir,d~cated above and shall not be reproduc~ except in full without the wdtten approval of Teffacon. Test results transmitted herein are onl" applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identic~l