Agenda - Parks and Recreation Commission - 01/12/1995

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Mr. Carl Ohm Mr. Jon Olson August 8, 1994 Page 11 · 2005 Expanded MUSA E+C = 703,410 \HCf, 24% increase from 1990 Exiseing and 1% increase from 2005 Base Case E+C · 2005 Base Case E+C+P = 697,670 VMT, 23% increase from 1990 Existing · 2005 Expanded MUSA E+C+P = 703,969 \tM-f, 25% increase from 1990 Existing and 2% increase from 2005 Base Case E+C+P · 2015 Base Case E+C = 770,6~ \rMT, oo >/o increase from !990 Ex/sting · 2015 Expanded MUSA E+C = 783,9~ \rlvfl', 39% increase from 1990 Existing and 3% increase from 2015 Base Case E+C · 2015 Base Case E+C+P = 772,248 VMT, 37% increase from 1990 Exis~q. ng · 2015 Expanded MUSA E+C+P = 782,183 V-MT, 38% increase from 1990 Existing and 1% increase from 2015 Base Case E+C+P Results and Conclusions The PM design hour volume level of service (LOS) analysis, as shown in Table ~,~ reveals the following: 1) Year 1990 ex/sting conditions are primarily at LOS D, with TH 10/47 near Main Street and TH 252 near 1-696 at LOS E. In a metropolitan area, LOS D is an acceptable level of operat/on. 2) Year 2005 forecast LOS for both scenarios and roadway improvements show that four screen.line locations are operating at LOS E. This cond/hon will exist regardless of the MUSA expansion. 3) Year 2015 forecast LOS for both scenarios mhd roadway improvements show that eight screenline locations are operating at LOS E and that three screenline locations are operating at LOS F. Th/s condition will exist regardless of the MUSA expansion. I I I i I I I I I I ! I I I I I I I