Amberpoint BP 2-LR021115,FIELD DENSITY TESTING
Client:Transwestem Commercial Services
'll'erracan
Project Number:94021380
Report Number: 940213§0.0070
Services - Perform in-place density and moisture content tests to determine degree of compaction and matedal moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID:
Field Results Reported To: Contractor/Wier Brothers
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestem Commercial Services (1) City of Coppell- B~dg Insp
(1) Hill & Wilkinson, Ltd. (1) City of Coppell - Constr tnsp
(1) O'Brien & Associates (1) Slate Farm Insurance
(1) TechniStruclures (1) HBC Engineering
Reviewed by:
HBC~n
Eugene Harbour
Principal
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 Terrecon. 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 2 of 2 ~7.~w~,..~.~
~FIELD DENSITY TESTING
Report Number: 94021380.0067
Service Date: November 8, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: November 15, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
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)
1.213800003 ASTM D 698
2. 213800010 ASTM D 698
Dk & med brown clay
Brown clay
19.8' 101.3 -1/+3 95
22,7 98.7 -1/+3 95
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Water Line, S End of Building
773 40' S & 100' E of SW corner of building 1st 1 6
774 40' S & 100' E of SW corner of building 2nd 1 6
775 40' S & 100' E of SW comer of building 3rd 1 6
776 40' S & 25' E of SW corner of building 1st 1 6
777 40' S & 50' W of SW corner of building 1st 1 6
778 40' S & 50' W of SW corner of building 2nd 1 6
779 40' S & 50' W of SW corner of building 3rd 1 6
Water Line at W Side of Building
780 50' N & 100' W of SW corner of building 1st 1 6
781 50' N & 100' W of SW corner of building 2nd 1 6
782 50' N & 100' W of SW corner of building 3rd 1 6
783 125' N & 100' W of SW corner of building 1st I 6
784 200' N & 100' W of SW corner of building 1st 1 6
785 200' N & 100' W of SW corner of building 2nd 1 6
786 200' N & 100' W of SW corner of building 3rd I 6
Water Dry Unit DryUnit
Content Weight Weight
(%) (pc0 (% compaction)
21.7 98.6 97
22.3 97.1 96
21.1 98.4 97
22.3 97.5 96
22.4 96.9 96
21.6 97.7 96
20.4 98,8 98
20.6 100.3 99
21.2 98.7 97
20.9 98.3 97
19.8 97.6 96
22.3 97.3 96
19.8 98.8 98
19.3 99.3 98
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
EIELD DENSITY TESTING
Client:Transwestem Commercial Services
'll'erracan
Project Number:94021380
Report Number: 94021380.0067
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
787 150' N & 100' W of NW corner of building 1st 1 6
788 75' N & 100' W of NW corner of building 1st 1 6
789 75' N & 100' W of NW corner of building 2nd 1 6
790 75' N & 100' W of NW corner of building 3rd 1 6
791 5' N & 100' W of NW corner of building 1st 2 6
792 35' N & 25' W of NW corner of building 1st 2 6
793 35' N & 25' W of NW corner of building 2nd 2 6
794 35' N & 25' W of NW corner of building 3rd 2 6
795 35' N & 100' E of NW corner of building 1st 2 6
Sanitary Sewer, Line E
796 Sra. 3+50 1st 1 6
797 Sra. 4+25 1st 1 6
798 Sra. 5+00 1st 2 6
799 Sra. 6+75 1st 2 6
800 Sta. 3+60 2nd 1 6
801 Sta. 5+10 2nd 2 6
802 Sra. 3+70 3rd 1 6
803 Sra. 5+20 3rd 2 6
804 Sra. 3+80 4th/Final 1 6
805 Sta. 5+30 4th/Final 2 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pct') (% compaction)
21.7 96.7 95
21.6 98.2 97
20.4 97.4 96
20.9 99.7 98
22.3 96.4 98
22.6 96.6 98
23.2 98.3 100
24.8 97.1 98
27.6 * 90.1 91 *
20.8 97.2 96 '
21.3 97.8 97
23.1 96.2 97
24.4 95.2 96
21.7 98.1 97
24.7 94.7 96
22.4 96.7 95
21.8 94.9 96
21.6 96.5 95
22.4 96.1 97
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications,
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:
Field Results Reported To: Calhar
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestem Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associales
(1) TechniS'~ructures
(1) City of Coppell - Bldg Insp
(1) City of Coppell - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
H BC/-I'e/~
Eugene Harbour
Principal
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
roaterials.
Page 2 of 2 o~.s~s~.,~..
FIELD DENSITY TESTING
Report Number: 94021380.0070
Service Date: November 9, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas' 75247
(214) 630-1010
November 15, 2002
Project Number: 94021380
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
(%) (:pc0 (%) (% compaction)
1. 213800010 ASTM D 698 Brown clay 22.7 98.7 =/> +3 93
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (%compaction)
Building Subgrade
807 Grid Line G.5/6.5 Final 1 12 26.3 93.1 94
808 Grid Line G.5/5.5 Final 1 12 27.2 92.7 94
809 Grid Line G.5/4.5 Final I 12 27.9 93.8 95
810 Grid Line G.5/3.5 Final 1 12 28.2 92.4 94
811 Grid Line E.5/6.5 Final 1 12 26.9 93.6 95
812 Grid Line E.5/5.5 Final 1 12 27.3 92.8 94
813 Grid Line E.5/4.5 Final 1 12 28.2 91.7 93
814 Grid Line E,5/3.5 Final 1 12 27~9 92.4 94
815 Grid Line C.5/6.5 Final I 12 27.2 92.8 94
816 Grid Line C.5/5.5 Final 1 12 28.4 91.6 93
817 Grid Line C.5/4.5 Final 1 12 26.9 93.7 95
818 Grid Line C.5/3.5 Final I 12 28.4 92.1 93
819 Grid Line BI5.0 Final I 12 28.7 91.6 93
Comments:
Test results on this report meet project specification.
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 07.LL'v~W0?~FUI~eKay