ST9902-LR060822
Hot Mix Asphaltic Concrete Worksheet
__ eMJ ENGINEERING, INe.
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.:
Date Tested:
Technician:
687-5192-127
August22,2006
Jory Goldring
Material Type: 'B' Time Sampled: 9:50 a.m.
Ticket No.: 49217 Truck No.: L509
Tonnage: 45.890 Sampled Bv: Jorv Goldring
Temperature nla Lab No.: 2763
Location: Sandy Lake Road, Sta. 5+00, Eastbound Lane
Sieve Size
Extraction and Gradation, (ASTM D2172 or TEX-236-F)
TM
Gra
aster
ation
Percent
I1't3
S
98-100
95-100
75-95
60-80
40-60
27-40
10-25
3-13
1-6
1"
98.3%
95.6%
84.0%
70.6%
47.5%
29.1%
14.5%
8.7%
3.0%
4.4%
7/8"
5/8"
3/8"
#4
#10
#40
#80
#200
Asphalt Content:
Maximum Theoretical Specific Gravity, (ASTM D2041 or TEX 227-F) = 2.55
CMJ Engineering, Inc.
R. Carl Lee, S.E.T.
ice 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.