Amberpoint BP 2-LR021106 (2)FIELD DENSITY TESTING
Report Number: 94021380.0038
Service Date: October 25, 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
ll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
November 06, 2002
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
(%) (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) (%) (pct~ (% compaction)
Moisture Conditioned Pad
503 Grid line A.2/9.7 3rd 1 8 27.8 93.1 94
504 Grid line B/9.2 3rd 1 6 28.4 92.6 94
505 Grid line B.7/9.8 3rd 1 6 28.3 92.4 94
506 Grid line C.5/9.3 3rd '1 6 29.2 91.1 92 *
507 Grid line D.6/9.7 3rd 1 6 29.6 91.0 92 *
508 Grid line E.4/9.2 3rd 1 6 27.7 92.6 94
509 Grid line F.4/9.7 3rd I 6 28.9 93.1 94
510 Grid line G.2/9.3 3rd 1 6 28.9 92.7 94
511 Grid line H/9.8 3rd 1 6 29.2 91.3 93
512 Grid line H.8/9.2 3rd 1 6 29.6 90.9 92 *
513 Grid line H.8/10.2 3rd 1 6 28.1 92.4 94
514 Grid line H/10.8 3rd 1 6 28.8 91.9 93
515 Grid line G.2/10.3 3rd 1 6 28.6 91.8 93
510 Grid line F.3/10.7 3rd 1 6 28.4 92.4 94
517 Grid line E.4/10.4 3rd 1 6 29.3 91.7 93
518 Grid line D.6/10.8 3rd 1 6 29.1 91.3 93
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 propedies of other apparently similar or identical
materials.
Page 1 of 2
.FIELD DENSITY TESTING
Client:Transwestem Commercial Services
'lrerracon
Project Number:94021380
Report Number: 94021380.0038
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
519 Grid line C.5/10.3 3rd 1 6 27.6 93.2 94
520 Grid line B.7/10.7 3rd 1 6 27.4 92.9 94
521 Grid line BI10.2 3rd 1 6 28.6 93.6 95
522 Grid line A.2/10.8 3rd 1 6 28.0 92.3 94
· 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~,STM D2922, ASTM D3017
Gauge ID:
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
HBC/Te,~
(1) City of Coppell - Bldg Insp
(1) City of Coppell - Constr Insp Reviewed by:
(1) Slate Farm Insurance Eugene Harbour
(1) HBC Engineering Principal
The tests were performed in general accordance with applicable AS'EM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicate~ 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 0~.~7~:~,e ~,~
X
FIELD DENSITY TESTING
Report Number: 94021380~0040
Service Date: October 26, 2002
lrerracon
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 06, 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. 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) (%) (pcO (% compaction)
Moisture Conditioned Pad
523 Grid line H.8/8.8 4th 1 6 28.6 92.6 94
524 Grid line H/8.2 4th I 6 27.4 93.4 95
525 Grid line G.2/8.7 4th 1 6 28.3 92.1 93
526 Grid line F.3/8.2 4th 1 6 29.2 91.7 93
527 Grid tine E.4/8.7 4th 1 6 29.6 91.5 93
528 Grid line D.5/8.3 4th 1 6 29.7 91.4 93
529 Grid line C.7/8.8 4th 1 6 28.5 92.6 94
530 Grid line B.8/8.2 4th 1 6 29.2 91.6 93
531 Grid line B/8.7 4th 1 6 29.7 91.4 93
532 Grid line A.2/8.3 4th 1 6 30.4 90.9 92
533 Grid line A.2/9.7 4th 1 6 29.8 91.1 92
534 Grid line B/9.2 4th 1 6 28.7 92.3 94
535 Grid line B.8/9.8 4th 1 6 29.2 92.0 93
536 Grid line C.7/9.3 4th 1 6 27.7 93.4 95
537 Grid line D.5/9.8 4th 1 6 28.3 93.1 94
538 Grid line E.4/9.2 4th 1 6 29.2 91.9 93
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
FIELD DENSITY TESTING
Client:Transwestern Commercial Services
'lrerracan
Project Number:94021380
Report Number: 94021380.0040
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (in~;hes) (%) (pcf') (% compaction)
539 Grid line F.3/9.7 4th 1 6 29.6 91.7 93
540 Grid line G.2/9.3 4th 1 6 29.1 92.3 94
541 Grid line H/9.8 4th I 6 28.7 93.6 95
542 Grid line H.8/9.2 4th 1 6 29.3 92.0 93
543 Grid line H.8/10.8 4th 1 6 29.1 92.6 94
544 Grid line H/10.2 4th 1 6 29.6 92.1 93
545 Grid line G.2/10.7 4th 1 6 27.8 93.4 95
546 Grid line F.3/10.2 4th 1 6 27.4 93.9 95
547 Grid line E.4/10.7 4th 1 6 28.3 94.1 95
548 Grid line D.5/10,3 4th 1 6 28.2 93.1 94
549 Grid line C.7/10.7 4th 1 6 28.4 93,6 95
550 Grid line B.8/10.3 4th 1 6 29.1 91.7 93
551 Grid line B/10.8 4th 1 6 29.6 91.3 93
552 Grid line A.2/10.2 4th 1 6 27.9 92.6 94
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: Hill & Wilkinson
Technician: Bradford T. Rengstorff
Repod Distribution:
(1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson, Lid. (1) City of Coppell.- Constr Insp
(1) O'Brien & Associates (1) State Farm Insurance
(1) TechniStructures (1) HBC Engineering
Reviewed by:
HBC/T,~
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 oT.s~s~,7.F~,.
!Il
FIELD DENSITY TESTING
~teport Number: 94021380.0042
Service Date: October 28, 2002
1Ferracan
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 06, 2002
Project: Staples
201 Northpoint
C0ppell, 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. 213800010 ASTM D 698 Brown clay
22.7 98.7 =/> +3 93
Field Test Data
Test
No. Test Location
Lift/
Elevation
553
554 Grid line B/8.2
555 Grid line B.8/8.8
556 Grid line C.7/8.3
557 Grid line D.6/8,7
558 Grid line E.5/8.3
559 Grid line F,4/8.2
560 Grid line G.2/8.8
561 Grid line H/8.3
562 Grid line H.8/8.2
563 Grid line H.8/9.8
564 Grid line H/9.2
565 Grid line G.2/9.7
566 Grid line F.4/9.2
567 Grid line E,5/9.8
568 Grid line D.6/9.3
Moisture. Conditioned Pad
Grid line A.2/8.7
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pcf) (% compaction)
5th 1 6 28.3 92.4 94
5th 1 6 27.6 93.6 95
5th 1 6 29.3 93.1 94
5th 1 6 29.6 91.4 93
5th 1 6 29.4 92.8 94
5th 1 6 28.7 92.6 94
5th 1 6 29.3 91.7 93 '
5th 1 6 27.6 94.1 95
5th 1 6 28.3 93.1 94
5th 1 6 28.9 92.7 94
5th 1 6 30.1. 91.3 93
5th 1 6 29.6 91.7 93
5th 1 6 29.5 90.9 92
5th 1 6 29;4 94.1 95
5th 1 6 30.6 91.3 93
5th 1 6 30.4 90.9 92
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
~IELD DENSITY TESTING
Client:Transwestern Commercial Services
lrerracon
Project Number:94021380
Report Number: 94021380.0042
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
569 Grid line C.7/9.7 5th 1 6 28.6 92.7 94
570 Grid line B8/9.2 5th 1 6 27.7 94.3 96
571 Grid line B/9.8 5th 1 6 28.5 93,1 94
572 Grid line A.2/9,3 5th 1 6 28.8 93,4 95
573 Grid line A.2/10.7 5th · 1 6 29.3 91.6 93
574 Grid line B/10.2 5th 1 6 29.1 92.4 94
575 Grid line B.8/10.8 5th 1 6 29.9 91.7 93
576 Grid line C.7/10.3 5th 1 6 28.6 92.8 94
577 Grid line D.6/10,8 5th 1 6 28.2 92.7 94
578 Grid line E.5/10.2 5th 1 6 29.3 93.1 94
579 Grid line F.4/10.7 5th 1 6 28.6 92.7 94
580 Grid line G.2/10.3 5th 1 6 29.3 92.1 93
581 Grid line H/10.8 5th 1 6 28.8 92.6 94
582 Grid line H.8/10.2 5th t 6 27.9 93.1 94
Comments:
An asterisk {*) appears next to test results which do NOT meet the project specifications,
Services - Peal'cfm 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: Wier Bros.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell- BIdg [nsp
(1) Hill & Wilkinson, Ltd. (1) City of Coppell - Constr Insp
(1) O'Brien & Associates (1) State Farm Insurance
(1) TechniStruclures (1) HBC Engineering
Reviewed by:
HBC/Ter[~
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 07-~s~7.~,,
X
FIELD DENSITY TESTING
Report Number: 94021380.0045
Service Date: October 29, 2002
lrerracan
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 06, 2002
Project: Staples
201 Northpoint
Coppell, TX
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
Test Lift/
No. Test Location Elevation
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
NO. (inches) (%) (pc~ (% compaction)
Moisture Conditioned Pad
583 Grid line A.2/7.8 6th 1 6 28.6 92.6 94
584 Grid line B/7.2 6th 1 6 27.4 93.4 95
585 Grid line B.8/7.7 6th 1 6 28.3 93.7 95
586 Grid line C.7/7.3 6th 1 6 28.9 92.6 94
587 Grid line D.6/7.8 6th 1 6 29.4 92.1 93
588 Grid line E.5/7.2 6th I 6 28.6 93.7 95
589 Grid line F.4/7.7 6th 1 6 28.2 93.2 94
590 Grid line G.3/7.3 6th I 6 27.8 91.7 93
591 Grid line H/7.8 6th 1 6 28.3 93.4 95
592 Grid line H.8/7.3 6th 1 6 28.7 93.1 94
593 Grid line H.8/8.8 6th 1 6 29.3 91.7 93
594 Grid line H/8.2 6th 1 6 29.6 91.6 93
595 Grid line G.3/8.7 6th 1 6 29.7 91.2 92
596 Grid line F.4/8.2 6th I 6 28.3 92.4 94
597 Grid line E.5/8.8 6th 1 6 29.3 92.8 94
598 Grid line D.6/8.2 6th 1 6 28.6 92.9 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use o t · 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 simitar or identical
materials.
Page 1 of 2 e?-s~?.-~.
FIELD DENSITY TESTING
Client:Transwestem Commercial Services
'lrerracon
Project Number:94021380
Report Number: 94021380.0045
Field Test Data
Test Lift/
No. Test Location Elevation
599 Grid line C.7/8.8 6th
600 Grid line B.8/8.3 6th
601 Grid line B/8.7 6th
602 Grid line A.2/8.3 6th
603 Grid line A.2/9.8 6th
604 Grid line B/9.2 6th
605 Grid line B.8/9,7 6th
606 Grid line C.7/9.3 6th
607 Grid line D.6/9.8 6th
608 Grid line E.5/9.3 6th
609 Grid line F.4/9.7 6th
610 Grid line G.3/9.2 6th
611 Grid line H/9.8 6th
612 Grid line H.8/9.3 6th
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (PC0 (% compaction)
1 6 29.2 91.7 93
1 6 29.8 92.0 93
1 6 30.1 91.2 92 *
1 6 30.6 91.1 92 *
1 6 29.3 92.4 94
1 6 29.2 92.6 94
1 6 29.6 92.3 94
1 6 29.1 92.1 93
1 6 28.6 93.6 95
1 6 28.2 92.7 94
1 6 29.1 91.8 93
1 6 30.4 90.9 92 *
1 6 30.7 92.0 93
1 6 27.7 93.9 95
Comments:
An asterisk (*) appears next to test results which do NOT meet
Services - Perform in-place density and moisture content tests to
condition.
Field Test Method~,STM D2922, ASTM D3017
Gauge ID:
the project specifications.
determine degree of compaction and material moisture
Field Results Reported To: Wier Bros.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell - BIdg Insp
(1) Hill & Wilkinson, Ltd. (1) City of Coppeli - Constr Insp
(1) O'Brien & Associales (1) State Farm Insurance
(1) TechniStructures (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 propedies of other apparently similar or identical
materials.
Page 2 of 2 oT~sK~¢-~,~,,<o~