ST9902-LR061107
HMAC Density Test Report
.. CMJ~ ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy lake Road
Reconstruction
Report Distribution: City of Coppell (2)
Tiseo Paving Company
Teague Nail & Perkins
CMJ Report No.: 687-5192-185
Date Tested: November 7,2006
Technician: Jory Goldring
Specifications: Percent Compaction: 91-95
Test Method:
TEX 207F
Material Description: Type "0"
Target Weight: 157.2
1
2
3
Sandy lake Road, Westbound lane
Sta. 4+80
Sta. 6+20
Sta. 8+70
147.8
148.6
149.3
94.0
94.5
95.0
CPN 6660
59847
9775
Remarks: Upon technicians scheduled arrival, all asphalt had been placed except one load.
CMJ Engineering, Inc.
R. Carl Lee, S.E.T.
Vice President/CMT Manager
The test results presented in this report apply only to the specific samples, items, and areas described within this report. The
test results do not pertain to any other samples, items, or areas regardless of similarity. Our reports are produced solely for the
exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our
client and CMJ Engineering, Inc.
Hot Mix Asphaltic Concrete Worksheet
__ eM} ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppel!
West Sandy Lake Road
Reconstruction
Report Distribution: City of Coppell (2)
Tiseo Paving Company
Teague Nail & Perkins
CMJ Report No.:
Date Tested:
Technician:
687-5192-186
November 7, 2006
Jory Goldring
Material T pe: "0"
Ticket No.: 0053178
Tonna e: 159.520
Tem erature nfa
Location: Sandy Lake Road, Westbound Lane, Sta. 7+00
Maximum Theoretical Specific Gravity, (ASTM 02041 or TEX 227-F) = 2.52
CMJ Engineering, Inc.
R. rl Lee, S.E.T.
President/CMT Manager
The test results presented in this report apply only to the specific samples, items, and areas described within this report. The
test results do not pertain to any other samples, items, or areas regardless of similarity. Our reports are produced solely for the
exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our
client and Ci'v1J Engineering, Inc.