Agenda - 09-30-1999 - 1 - Laserfiche WebLink

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C�I1 Ms. Margaret Hauth, September 1, 1999, Page 3 Kimley -Horn and Associates, Inc. in the area and the surrounding roadway network. The directional distribution is as follows: ■ 38% to /from the north on Old NC 86 28% to /from the east on I -85 N 5% to /from the west on 1 -85 S 5% to /from the north on Old NC 85 ■ 41 % to /from the south on Old NC 86 31 % to /from the east on I-40 E 5% to /from the west on I-40 W 5% to from the south on Old NC 86 ■ 10% to /from the north on NC 86 ■ 10% to /from the south on NC 86 ■ 1 % o to /from the west on Lafayette Drive Capacity Analyses Kimley -Horn and Associates performed;peak -hour turning movement counts at the following intersections: ■ Old NC 86 and the I -40 Westbound Ramps = count performed by Kimley- Horn on July 28 and 29, 1999 ■ Old NC 86 and the I-40 Eastbound Ramps — count performed by Kimley - Horn on July 29 and 30, 1999 ■ Old NC 86 and the I -85 Southbound Ramps — count performed by Kimley - Horn on August 3, 1999 ■ Old NC 86 and the I -85 Northbound Ramps — count performed by Kimley - Horn on August 4, 1999 • Old NC 86 and Oakdale Drive — count performed by Kimley -Horn on August 23 and 24, 1999 • Old NC 86 and Cardinal Drive — count performed by Kimley -Horn on August 23 and 24, 1999 The existing AM and PM peak -hour traffic volumes are shown in Figure 1. Capacity analyses were performed for the existing AM and PM peak -hour conditions using methodologies contained in the Highway Capacity Manual (TRB Special Report 209, 1994) and are summarized in Table 2. 32