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Admin Order 58-01-11-F
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Admin Order 58-01-11-F
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Last modified
8/25/2008 3:35:36 PM
Creation date
8/14/2008 10:07:16 AM
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PW_Exec
PW_Division_Exec
Administration
PWA_Project_Area
Admin Orders
PW_Subject
SDC Methodology
Document_Date
6/29/2001
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(Miles per trip) <br /> Eugene Trip End <br /> Typical 1 Average PM Peak Vehicle Miles <br /> Trips Units 2 X Length of X Percent on Eugene's Street <br /> X per X Metro. Trips Arterial l Collector Lighting <br /> pe <br /> rtJnitd Development Streets X Cost per <br /> Light <br /> _ Street Lighting Capacity perLane Mile <br /> 1.3.6 Summary of Costs <br /> To summarize, the total cost for arterial and collector streets, the total cost per lane <br /> mile, includes the cost for street lighting plus the combined cost per lane mile of linear <br /> section streets, intersections, traffic signals, bridges and other structures. Refer to <br /> Table 3 for specific data on the transportation costs. <br /> Z.0 Off-Street Bicycle Paths <br /> <br /> The off-street bicycle path component of the transportation charge is based on maintaining an <br /> <br /> existing standard number of miles of path per thousand persons. The cost per mile of off-street <br /> bicycle path is added to the cost per mile for off-street bicycle path lighting and the total is divided by <br /> <br /> the population to derive a per person cost. To convert this to a p.m. peak trip rate, the cost per <br /> person is divided by the trips per person, to yield the cost per trip. Figure 3 illustrates the method <br /> used to calculate the off-street bicycle path component of the transportation SDC. <br /> 3.0 Trip Generation Rates <br /> <br /> The transportation SDC may be calculated using trip generation rates established according to this <br /> paragraph. There are two methods of calculation: the Standard Calculation or the Alternate <br /> Calculation. <br /> 3 .1 Standard Calculation <br /> 3.1.1 Assigned Trip Rate <br /> Except when the City Traffic Engineer has approved an applicant's election to use the <br /> Alternate Calculation method the City Traffic Engineer shall assign the trip rate to the <br /> proposed development using the classifications in 3.1.2 below. <br /> 3.1.2 Trip Generation Rates <br /> When using Attachment 1 of this Appendix to determine the trip rate to be assigned to the <br /> proposed development, the City Traffic Engineer shall apply the description which most <br /> nearly describes the type of development proposed by the applicant. If the proposed <br /> development is not represented on Attachment 1, the City's Traffic Engineerwill determine <br /> the rate. <br /> City of Eugene SDC Methodology Transportation, Page B- 7 <br /> <br />
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