Amberpoint BP 2-LR021112REPORT OF DAILY FIELD ACTIVITIES
Report Number: 94021380.0058
Service Date: November 4, 2002
'lrerracan
8901 Carpenter FnNy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
DaLlas TX 75244
Report Date: November 12, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Services: Daily field activities.
On this date, a HBC-Terracon technician arrived at the above referenced jobsite as scheduled for
observation of daily field activities. The following was observed and/or tested.
HBC's technician observed the reconditioned and recompacted material placed in the
building subgrade. In-place density tests will be performed at a later date.
Technician: Bradford T, Rengstorff
Report Distribution:
(1) Transwestern Commercial Se~ices
(1) Hill & Wilkinson. Ltd,
(1) O'Brien & Associates
(1} TechniStructures
(1) City of Coppell - Bldg Insp
(1) City of Coppell - Constr Insp
(1) State Farm insurance
(I) HBC Engineering
Reviewed by:
HBC/'r,~
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
materia[s.
Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94021380.0059
Service Date: November 4, 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
Project Number: 94021380
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
November 12, 2002
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. 213800009 ASTM D 698 Lt brown silty clay
19.2 103.8 -1/+3 95
Field Test Data Probe
Test Lift/ Mat. Depth
No: Test Location Elevation No. (inches)
Water Line at E Side of Building
683 20' N & 100' E of NE corner of building 1st I 6
684 20' N & 100' E of NE corner of building 2nd 1 6
685 20' N & 100' E of NE corner of building 3rd 1 6
686 50' S & 100' E of NE corner of building 1st 1 6
687 125' S & 100' E of NE corner of building 1 st I 6
688 125' S & 100' E of NE corner of building 2nd I 6
689 125' S & 100' E of NE corner of building 3rd 1 6
690 200' S & 100' E of NE corner of building 1st '1 6
691 225' N & 100' E of SE corner of building 1st I 6
692 225' N & 100' E of SE corner of building 2nd 1 6
693 225' N & 100' E of SE corner of building 3rd 1 6
694 150' N & 100' E of SE corner of building 1st 1 6
695 75' N & 100' E of SE corner of building 1st I 6
696 75' N & 100' E of SE corner of bUilding 2nd 1 6
697 75' N & 100' E of SE corner of building 3rd I 6
698 10' N & 100' E of ,gE corner of building 1st 1 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf') (% compaction)
21.6 99.1 95
20.4 100.4 97
19.7 102.9 99
21.0 98.9 95
21.7 98.7 95
21.3 99.3 96
20.6 101.2 97
20.9 99.6 96
20.7 98.8 95
19.6 99.7 96
19.1 102.4 99
21.2 100.3 97
22.1 98.7 95
20.6 99.3 96
20.3 102.3 99
20.7 100.6 97
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 0~-s~rcm74,~o
· FIELD DENSITY TESTING
Client:Transwestem Commercial Services
H3C
'lrerracon
Project Number:94021380
Report Number: 94021380.0059
Comments (cont'd):
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~,STM D2922, ASTM D3017
Gauge ID:
Field Results Reported To: Contractor, Calhar
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transweslern Commercial Services (1) Cily of Coppell - Bldg Insp
(1) Hill & Wilkinson, Ltd. (1) City of Coppell - Constr Insp
(1) O'Brien & Associates (1) State Farm Insurance
(1) TechniStructures (1) HBC Engineering
Reviewed by:
HBC~er/~
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
materials.
Page 2 of 2 ~7-SKS~7-F~ K,y
REPORT OF DAILY FIELD ACTIVITIES
Report Number: 94021380.0060
Service Date: November 5, 2002
ll'erra an
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: 'November 12, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Services: Daily field activities.
On this date, a HBC-Terracon technician arrived at the above referenced jobsite as scheduled for
observation of daily field activities. The following was observed and/or tested.
HBC's technician observed the reconditioned and recompacted material placed in the
building subgrade. In-place density tests will be performed at a later date.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Ser,/ices
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - Bldg Insp
(1) City of Coppell - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
HBC/Te~3~
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
materials.
Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94021380.0061
Service Date: November 5, 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
Project Number: 94021380
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
November 12, 2002
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. 213800009 ASTM D 698 Lt brown silty clay
19.2 103.8 -1/+3 95
Field Test Data
Test Lift/
No. Test Location Elevation
Sanitary Sewer, Line D
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pct') (% compaction)
699 Sta. 3+75 1st 1 6 20.6 101.2 97
700 Sta. 4+50 1st 1 6 21.8 101.3 98
701 Sta. 5+25 1st 1 6 21.3 99.8 96
702 Sta. 6+00 1st 1 6 20.9 100.7 97
703 Sta. 4+00 2nd 1 6 20.2 100.3 97
704 Sta. 5+50 2nd 1 6 19.8 99.6 96
705 Sta. 3+80 3rd 1 6 20;7 101.4 98
706 Sta. 5+20 3rd 1 6 19.6 100.7 97
707 Sta. 3+50 4th/Fina 1 6 18.4 102.6 99
708 Sta. 5+00 4th/Final 1 6 18.6 103.1 99
Storm Sewer, Line B-I
709 Sta. 0+20 1st I 6 21.8 98.7 95
710 Sta. 0+95 1st 1 6 21.3 99.2 96
711 Sta. 1+40 1st 1 6 21.5 99.8 96
712 Sta. 2+15 1st 1 6 20.6 101.2 97
713 Sta. 0+50 2nd 1 6 20.3 100.9 97
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT teat 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 tasted at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2
,FIELD DENSITY TESTING
Client: Transwestem Commercial Services
lrerracon
Project Number:94021380
Report Number: 94021380.0061
Field Test Data
Test
No.
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Sta. 2+00 2nd 1 6 19.7 103.2 99
Sta, 0+25 3rd 1 6 20.8 100,6 97
Sra. 1+75 3rd/Final 1 6 18.9 102.3 99
Sta, 0+50 4th/Final 1 6 19.2 101.3 98
714
715
716
717
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:
Field Results Reported To: Calhar
Technician: Bradford T. Rengstorff
Repod Distribution:
(1) Transweslern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1} City of Coppell - BIdg Insp
(1) City of Coppell - Constr Insp
(1) State Farm insurance
(1) HBC Engineering
Reviewed by:
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
materials.
Page 2 of 2