Amberpoint BP 2-LR021031REPORT OF DAILY FIELD ACTIVITIES
Report Number: 94021380.0032
Service Date: October 24, 2002
8901 Carpenter Rwy., Suite #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: October 31, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Services: Daily field activities.
On this date, a HBC Engineering 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 Services
(1) Hill & Wilkinson, Ltd.
(1) O'Bden & 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 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
materials.
Page 1 of 1 ,9 SKS~R99-F~r"
REPORT OF DAILY FIELD ACTIVITIES
Report Number: 94021380.0028
Service Date: October 22, 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:
ENGINF. E?dNG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
October 31, 2002
94021380
Services:
Daily field activities.
On this date, a HBC Engineering 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 Services (1) City 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:
E u'~e n e 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 9. sK~.~,~.
FIELD DENSITY TESTING
Report Number: 94021380.0033
Service Date: October 24, 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
ENGINY~I~NG
8901 Carpenter Rwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
October 31,2002
Project Number: 94021380
Material Information
Description and Classification
Lab Test Data Project Requirements
Optimum 'Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pct') (%) (% compaction)
Material Laboratory
No. Test Method
1. 213800010 ASTM D 698 Brown clay 22.7 98.7 =/> +4 92
2. 213800009 ASTM D 698 Lt brown silty clay 19.2 103.8 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Storm Sewer, Line B
478 Sra. 0+60 1st 2 6 21.2 100.9 97
479 Sta. 0+20 1st 2 6 20.6 101.2 97
480 Sra. 0+50 2nd 2 6 21.9 99.6 96
481 Sra. 0+35 3rd 2 6 19.6 103.4 100
482 Sta. 0+25 4th/Final 2 6 19.8 102.7 99
Moisture Conditioned Pad
483 Grid Line A.2/10.8 2nd 1 6 27.4 92.4 94
484 Grid Line B/10.2 2nd 1 6 28.1 92.0 93
485 Grid Line B.8/10.7 2nd 1 6 27.7 93.6 95
486 Grid Line C.5/10.2 2nd 1 6 29.2 91.4 93
487 Grid Line D.3/10.8 2nd 1 6 29.6 91.8 93
488 Grid Line E.2/10.2 2nd 1 6 30.0 90.9 92
489 Grid Line F.1/10.7 2nd 1 6 30.1 91.2 92
490 Grid Line G.2/10.3 2nd I 6 30.6 91.0 92
491 Grid Line H/10.8 2nd 1 6 29.3 91.6 93
492 Grid Line H.8/10.2 2nd 1 6 28.6 92.4 94
493 Grid Line H.8/10.8 2nd 1 6 28.6 92.6 94
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~.LLW~OTF~,~
FIELD DENSITY TESTING
Client:Transwestem Commercial Services
Project Number:04021380
Report Number: 94021380.0033
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pof) (% compaction)
494 Grid Line H/10.3 2nd 1 6 29.2 93.1 94
495 Grid Line G.2/10.7 2nd 1 6 29.4 92.7 94
496 Grid Line F.1/10.2 2nd 1 6 29.6 91.4 93
497 Grid Line E2/10.8 2nd 1 6 28.2 92.6 94
498 Grid Line D.3/10.3 2nd 1 6 28.7 92.8 94
499 Grid Line C.5/10.7 2nd 1 6 28.1 92.9 94
500 Grid Line B.8/10.3 2nd 1 6 27.4 93.6 95
501 Grid Line B/10.8 2nd 1 6 27.9 93.4 95
502 Grid Line A.2/10.4 2nd 1 6 28.4 92.9 94
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
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell ~ Bldg Insp
(1) Hill & Wilkinson, Ltd. (1) City o1' Coppeli - Constr Insp
(1) O'Brien & Associates (1) State Farm Insurance
(1) TechniStructures (1) HBC Engineering
Reviewed by:
HBC~
E'~ge ne 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 uw~o~ ~. ~.~
.FIELD DENSITY TESTING
Report Number: 94021380.0029
Service Date: October 22, 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
ENG INEE I~2[NG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
October 31,2002
Project Number: 94021380
Material Information
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
Material Laboratory (%) (% compaction)
No. Test Method Description and Classification (%) (pc0
1. 213800010 ASTM D 698 Brown clay 22,7 98.7 =/> +4 92
2, 213800009 ASTM D 698 Lt brown silty clay 19.2 103.8 =/> +4 92
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No, Test Location Elevation No. (inches) (%) (pct') (% compaction)
Building Pad Subgrade
448 Grid Line H.8/10.2 Natural 1 6 27.6 92.4 94
449 Grid Line H.2/10.8 Natural 1 6 28.1 91.6 93
450 Grid Line G.4/10.1 Natural 1 6 29.4 90.9 92
451 Grid Line F.5/10.7 Natural 1 6 27.1 91.7 93
452 Grid Line E.6/10.2 Natural 1 6 28.6 91.5 93
453 Grid Line D,7/10.8 Natural 1 6 28.9 92.4 94
454 Grid Line C.8/10.2 Natural 1 6 29.4 91.0 92
455 Grid Line B.9/10.8 Natural 1 6 29.2 91.3 93
456 Grid Line B/10.3 Natural 1 6 28.3 92.4 94
457 Grid Line A.2/10.8 Natural 1 6 28.6 92.6 94
458 Grid Line A.2/9.3 1st 2 6 26.2 95.7 92
459 Grid Line B/9.7 1st 2 6 25.4 96.3 93
460 Grid Line B.8/9.2 1st 2 6 24.9 96.8 93
461 Grid Line C.8/9.7 1st 2 6 25.3 97.1 94
462 Grid Line D.7/9.2 1st 2 6 25.9 96.8 93
463 Grid Line E.6/9.8 1st 2 6 26.1 97.4 94
464 Grid Line F.5/9.3 1st 2 6 24.7 97.7 94
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 O~.LLW~O~
-FIELD DENSITY TESTING
Client:Transwestern Commercial Services
ENGINEERING
Project Number:94021380
Report Number: 94021380.0029
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct') (% compaction)
465 Grid Line G.4/9.7 1st 2 6 24.9 96.3 93
466 Grid Line H.1/9.3 1st 2 6 25.6 96.4 93
467 Grid Line H.9/9.8 1st 2 6 28.3 96.0 92
468 Grid Line H.8/8.2 3rd 1 6 28.2 93.1 94
469 Grid Line H/8.7 3rd 1 6 27.4 93.2 94
470 Grid Line G.2/8.2 3rd 1 6 27.6 93.4 95
471 Grid Line F.4/8.7 3rd 1 6 28.4 92.4 94
472 Grid Line E.7/8.3 3rd 1 6 27.9 91.8 93
473 Grid Line D.8/8.8 3rd 1 6 28.5 91.6 93
474 Grid Line C.9/8.2 3rd 1 6 28.3 91.7 93
475 Grid Line B.8/8.8 3rd 1 6 28.8 92.4 94
476 Grid Line B/8.3 3rd 1 6 29.3 91.3 93
477 Grid Line A.3/8.8 3rd 1 6 28.1 92.4 94
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 MethodASTM D2922, ASTM D3017
Gauge ID:
Technician: Bradford T. Rengstorff
Repot1 Distribution:
(1) Transweslern Commercial Services
(1) Hill & Wilkinson, Ltd,
(1) O'Brien & Associates
(1) TechniStruclures
(1) City of Coppell - Bldg tnsp
(1) City of Coppe[I - Conslr Insp
(1) Stata Farm Insurance
(1) HBC Engineering
Reviewed by:
HBC 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 propedies of other apparently similar or identical
materials.
Page 2 of 2 o~Lw~oT-~.