Amberpoint BP 2-LR030205FIELD DENSITY TESTING
Report Number: 94021380.0211
Service Date: January 27, 2003
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
February 05,2003
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. 213800074 ASTM D 698 Dk brown clay (lime treated)
22.9 95.5 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test LiftJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Leaveout Backfill
997 Grid line A.4/1 Final I 6 23.6 92.4 97
998 Grid line N2.5 Final 1 6 22.4 96.1 100+
999 Grid line N4.5 Final 1 6 22.7 94.3 99
1000 Grid line N5.6 Final 1 6 23.2 93.9 98
1001 Grid line N7.5 Final 1 6 24.6 92.7 97
1002 Grid line AJ9.0 Final 1 6 23.5 91.8 96
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: Brian w/Hill & Wilkinson
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Comrnercial Services (1) TechniStructures
(1) O'Bden & Assoc (1) Cit,/of Coppell - Constr Insp
(1) Hill & Wilkinson LTD (1) City of Coppell - Bldg Insp
(2) Carter & Burgess Inc (1) Staples Inc
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.
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FIELD DENSITY TESTING
Report Number: 94021380.0210
Service Date: January 25, 2003
1rerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
February 05,2003
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. 213800009 ASTM D 698 Lt brown silty clay
19.2 103.8 -1/+3
95
Field Test Data
Test
No. Test Location
W Parking Area
992 45' W of grid line C.5/11
993 35' W of grid line D.5/11
994 30' W of grid line E.5/11
995 40' Wof grid line F.5/11
996 45' W of grid line G.5/11
Probe Water Dry Unit
Lift/ Mat. Depth Content Weight
Elevation No. (inches) (%) (pcf)
at Grade 1 6 20.9 100.7
at Grade 1 6 20.2 102.1
at Grade 1 6 20.4 101.8
at Grade 1 6 20.3 103.6
at Grade I 6 18.7 104.9
Dry Unit
Weight
(% compaction)
97
98
98
100
100+
Comments:
Test results on this report meet project specification,
NOTE: Required tests 24 hours prior to pavement placement.
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: Contractor/Brian
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestem Commercial Services (1) TechniStructures
(1) O'Bden & Assoc (1) City of Coppell - Constr Insp
(1) Hill & Wilkinson LTD (1) City of Coppell - Bldg Insp
(2) Carter & Burgess Inc (1) Staples Inc
Reviewed by:
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