Amberpoint BP-LR020321FIELD DENSITY TESTING
Report Number: 94021029.0094
Service Date: February 28, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: March 21,2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Pmiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 =/> +3 92
2. 210290099 ASTM D-698 Dk & mad brown, tan & It brown clay 24.6 92.3 -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) (%) (pc0 (% compaction)
Building Pad
15 Grid line B/9 At Grade 1 6 26.2 92.7 93
16 Grid line C/9 At Grade 1 6 27.3 93.1 93
17 Grid line D/9 At Grade 1 6 25.9 94.3 94
18 Grid line A.5/8.5 At Grade 1 6 26.6 94.1 94
19 Grid line B.5/8.5 At Grade 1 6 27.2 93.8 94
20 Grid line C.5/8.5 At Grade 1 6 27.8 93.3 93
21 Grid line B/7.5 At Grade 1 6 26.3 94.2 94
22 Grid line C/7.5 At Grade 1 6 26.4 94.7 95
23 Grid line D/7.5 At Grade 1 6 25.8 95.1 95
Water Line, W Side
24 36' W of grid line A/9.5 2nd 2 6 24.9 93.1 101
25 36' W of grid line A/7.5 2nd 2 6 23.8 91.7 99
26 36' W of grid line A/5.5 2nd 2 6 24.2 90.6 98
27 36' W of grid line A/3.5 2nd 2 6 25.3 93.1 101
28 36' W of grid line A/1.5 2nd 2 6 24,7 92.7 100
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 fuli 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
FIELD DENSITY TESTING
Client:Transwestern Commercial Services
Project Number:94021029
Report Number:94021029.0094
Services - Perform n-p ace dens ty and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID:
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City ol~ Coppeli - Constr Insp
(1) City of Coppell- Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC E n 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 actua~ 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
· FIELD DENSITY TESTING
Report Number: 94021029.0086
Service Date: Mamh 1, 2002
89Ol Carpenter Frwy., Suite #100
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: March 21, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
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
(%) (pct') (%) (% compaction)
1. 210290099 ASTM D-698 Dk & med brown, tan & It brown clay
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Water Line
47 99' S of grid line H/1
48 99' S of grid line H.1/1
49 99' S of grid line H.2/1
50 99' S of grid line K/1
51 99' S of grid line K.1/1
52 99' S of grid line K.2/1
24.6 92.3 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
4th 1 6 25.3 89.6 97
5th 1 6 26.1 89.9 97
6th/Final 1 6 26.4 90.4 98
4th 1 6 25.0 91,2 99
5th 1 6 24,9 90,6 98
6th/Final 1 6 25,4 90,1 98
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: ContractodBrian
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engin~'~/~
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: 94021029.0093
Service Date: March 4, 2002
89Ol Carpenter F~vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: March 21, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pct') (%) (% compaction)
1. 210290003 ASTM D-698 Tan silty sand 12.1 111.7 -2/+2 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)
Building Pad
53 Grid line C.5/7.7 1st I 6 5.7 * 104.9 94 *
54 Grid line C.5/9.0 1st 1 6 5.2 * 105.4 94 *
55 Grid line C.5/10.5 1st 1 6 7.1 * 103.4 93 *
56 Grid line B/10.5 1st 1 6 9.6 * 111.4 100
57 Grid line B/9 1st 1 6 6.2 * 99.9 89 *
58 Grid line B/7.5 1st 1 6 5.5 * 105.9 95
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 Repoded To: Hill & Wilkinson
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien 8, Associates Inc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test metheds. 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.
FIELD DENSITY TESTING'
Report Number: 94021029.0085
Service Date: March 1,2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: March 21, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
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. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 =/> +3 92
2. 210290099 ASTM D-698 Dk & med brown, tan & It brown clay 24.6 92.3 -1/+3 95
Field Test Data Probe Water Dry Unit DP/Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcD (% compaction)
Building Pad
29 Grid line E.5/10.5 At Grade 1 6 26.9 94.1 94
30 Grid line F.5/10.5 At Grade I 6 27.3 92.7 93
31 Grid line G.5/10.5 At Grade 1 6 28.2 92.6 93
32 Grid line E/9.7 At Grade 1 6 26.4 93.7 94
33 Grid line F/9.7 At Grade 1 6 25.7 92.8 93
34 Grid line G/9.7 At Grade 1 6 26.6 94.2 94
35 Grid line E/8.5 At Grade 1 6 27.3 93.6 94
36 Grid line F/8.5 At Grade 1 6 28.1 92.6 93
37 Grid line G/8.5 At Grade 1 6 28.9 92.3 92
38 Grid line E.5/7.5 At Grade 1 6 27.3 94.2 94
39 Grid line F.5/7.5 At Grade 1 6 26.2 93.8 94
40 Grid line G.5/7.5 At Grade 1 6 26.5 94.1 94
Water Line, W Side
41 99' S of grid line H/1 1st 2 6 25.7 90.9 98
42 99' S of grid line H.1/1 2nd 2 6 26.6 89.7 97
43 99' S of grid line H2/1 3rd 2 6 26.2 90.6 98
44 99' S of grid line K/1 1st 2 6 25.7 90.4 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 proper[les of other apparently similar or identical
materials.
FIELD DENSITY TESTING
Client:Transwestem Commercial Services
Project Number:94021029
Report Number: 94021029.0085
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No, (inches) (%) (pcf) (%compaction}
45 99' S of grid line K.1/1 2nd 2 6 26.1 92.7 100
46 99' S of grid line K.2/1 3rd 2 6 24.3 91.7 99
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: ContractodGill
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Se~'ices
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppel[ - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
Principal
The tests were per[ormed 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