GENERAL39685

• Permit No: M1987038
• IBM Index Class Name: General Documents
• Doc Date: 9/24/1992
• Doc Name: A TRAFFIC IMPACT ANALYSIS FOR GOSNEY AND SONS INC GRAVEL PIT EXPANSION
• Media Type: D
• Archive: No

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the next 20 years. The input values 1 and 2 represent the pc/pu values, 3
through 6 are the SU truck values and 7 through 12 are the values for the
combination trucks. The total EALs to be expected over the projected 20 year
period are 2,010,449 if no expansion in the Gosney & Sons, Inc. gravel pit and
batch plant occurs.
Table VII
AlaB«'P© '85 - 4R,V/Pf_~RT." R>ftTA'L'IS-S ?~G~^?A~.Y!_' (:;
CR 521 BACKGROUNA TRAFFIC FOR 20 YEARS
}#fifi}#}}fi}}{}{}fififi#}{fi}fifi#}} E 18 CONVERSION t{##{firt}##{{{{}{#Y{fi{#{Ft{F{
• Pavement Depth = 6.00 inches
• Structural Number = 2.50
' Terminal Serviceability = 2.00
input Axel Axel Rigid Flexible
Number dye WciQht Number E 18's E 18's
1 1 1.70 478,392 56 55
2 1 1.70 498,392 67 65
3 1 10.00 213,408 18,628 19,024
4 2 50.00 2]3,408 2,132,463 1,243,599
5 ] ]0.00 213,408 18,628 19,024
6 2 ]2.00 213,408 5,889 3,452
7 1 10.00 502,632 43,873 44,807
8 2 35.00 502,632 1,078,953 612,835
9 2 35.00 502,632 1,078.953 612,835
10 1 10.00 502,632 43,873 44,807
11 2 6.00 502,632 1,049 591
]2 2 6.00 502,632 1,049 591
TOTAL= 4,423,481 2,601, 87
KF.Y: Axel Type: (1) Single (2) Tandem (3) Tridcm
Table VIII presents the results of an analysis of equivalent daily 18 kip loaded
axles (EAL) for traffic generated by the Gosney & Sons, Inc. expanded gravel
pit and concrete batch plant operations. The goal operations rate is used to
establish the number of aggregate and concrete truck traffic. This analysis
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