Windsor Estates-LR010925HMA FIELD DENSITY TESTING
Report Number: 94001501.0030
Service Date: September 14, 2001
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: September 25, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Material Laboratory
No. Test Method
Description
Field Test Data
Nuclear
Test
No.
Pavement Mat. Density
Location Lift No. (pc0
DeForest Road
23 Sta. 3+00, 1st pass 2nd 1 137.5
24 Sta. 3+00, 2nd pass 2nd 1 139.1
25 Sta. 3+00, 3rd pass 2nd 1 141.2
26 Sra. 3+00, 4th pass 2nd 1 141.0
27 Sra. 3+00, 5th pass 2nd 1 138.5
Lab Test Data Proiect Requirements
Reference Minimum Minimum Maximum
Density Thickness Compaction Compaction
(pcf) (inches) (%) (%)
Comp.
(%)
NOTE: Established a rolling pattern (2 inches of asphalt)
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: 1604
Field Results Reported To: Contractor
Technician: A. Bulent Ethem, P.G.
Report Distribution:
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept
(1) City of Coppell - Bldg Insp
Reviewed by:
Eric J. Cleveland, P.E.
Senior Project Engineer
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.