Amberpoint BP 2-LR021112 (2)REPORT OF DAILY FIELD ACTIVITIES
Report Number: 94021380.0062
Service Date: November 6, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
'irerracon
8901 Carpenter Fha, y, Ste #100
Dallas, Texas 75247
(214) 630-1010
. ~~=~m~"l~~, 2002
Project Number: ~4021
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 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:
H B C/~G;~'"
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: 94021380.0063
Service Date: November 6, 2002
'lE rracan
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
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 213800009 ASTM D 698 Lt brown silty clay 19.2 103.8 -1/+3 95
2.213800003 ASTM D 698 Dk & med brown clay 19.8 101.3 -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) (%) (pct') (% compaction)
Water Line S End of Building
718 40' S & 50' E of SE corner of building 1st 1 6 20.2 100.6 97
719 40' S & 50' E of SE corner of building . 2nd 1 6 19.6 101.3 98
720 40' S & 50' E of SE corner of building 3rd 1 6 18.7 103.6 100
721 40' S & 25' W of SE corner of building 1st 1 6 21.3 99.7 96
722 40' S & 100' W of SE corner of building 1st 1 6 20.9 99.5 96
723 40' S & 25' W of SE corner of building 2nd 1 6 19.6 100.6 97
724 40' S & 25' W of SE corner of building 3rd 1 6 18.6 102.1 98
725 40' S & 175' W of SE corner of building 1st 1 6 19.8 101.2 97
726 40' S & 250' W of SE corner of building 1st 1 6 19.4 103.6 100
727 40' S & 250' W of SE corner of building 2nd 1 6 20.1 103.2 99
728 40' S & 250' W of SE corner of building 3rd 1 6 19.6 101.2 97
729 40' S & 175' E of SW corner of building 1st 1 6 19.3 102.5 99
Storm Sewer, Line A
730 Sra. 0+50 1st 2 6 22.1 96.9 96
731 Sta. 0+55 2nd 2 6 21.8 96.6 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
,FIELD DENSITY TESTING
Client:Transwestern Commercial Services
'lrerracan
Project Number:94021380
Report Number: 94021380.0063
Field Test Data
Test Lift/
No. Test Location Elevation
732 Sra. 0+60 3rd
733 Sta, 0+65 4th
734 Sra. 0+70 5th/Final
735 Sra. 1+25 1st
736 Sta. 2+00 1st
737 Sta. 2+05 2nd
738 Sta. 2+10 3rd
739 Sta. 2+15 4th
740 Sra. 2+50 1st
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pcf) (% compaction)
2 6 22.4 97.1 96
2 6 24.9 * 92.7 92 *
2 6 25.6 * 91.4 90 *
2 6 21.6 97.3 96
2 6 20.7 99.3 98
2 6 21.1 97.4 96
2 6 21.6 98.7 97
1 6 20.3 101.3 98
2 6 19.7 100.2 99
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: Contractor, Calhar
Technician: Bradford T. Rengstorff
Report Distribution:
(t) 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:
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 sirnilar or identical
materials.
Page 2 of 2 DT.~KS~RO?.FUt~X" Key