TABLE 3 <br /> Trans olrtation S stems Deveio ment Char a Anal sis <br /> <br /> - 1. Anai sis of raps ortation S stem <br /> 1 EugeneiSpringfield etropolitan average vehicle trip length 4.38 <br /> Eugene trip end pea vehicle miles; percentage on Eugene's arterial and collector streets 0.35 <br /> i Total lane miles of a erial and collector system, excluding turn lanes [arterial = 59.4%; collector = 40.6% J 404.12 <br /> Average number of I nes per mile of arterials and collectors 3.26 <br /> Eu ene avers eon wa tri ten th for arterial and collectors miles er tri 4.38 " 0.35 0.7665 <br /> 2. Arterial and ollector Street System Analysis (Linear Mile Costs): <br /> Existing level of s rvice "D" for Roads; number of vehicles per hour (capacity per lane mile) 675 <br /> Linear Section T al Construction Costs: <br /> Typical collector treet width 46 feet ?Typical arterial street width 66 feet <br /> Typical collector onstruction cost per linear feet $237.21 ?Typical arterial construction cost per linear feet $339.80 <br /> Total cost per lin ar mile, 46' collector ?Total cost per linear mile 66' arterial <br /> [ $237.21 • 5,2 0 {inear feet per mile] $1,252,469 [ $339.80' 5,280 linear feet per mile] $1,794,144 <br /> verage Linear S tion Costs: <br /> Average constru tion cost per linear mile $1,574,224 ?Average construction cost per linear foot $298 15 <br /> [ ($1,252,469 `406) + ($1,794,144 * .594) ] [ $1,574,224 / 5,280 linear feet per mile] <br /> Average non-ass ssable cost !linear mile [53.9%] $848,507 ?Average assessable cost /linear mile [a6.1 $725,717 <br /> Average non-ass ssable cost per linear foot ?Average assessable cost per linear foot <br /> [ $848,507 / 5,2 0 linear feet per mile ] $160.70 [ $725,717 f 5,280 linear feet per mile ] $137.45 <br /> ssessable and N n-assessable Costs: <br /> Non-assessable ost per lane mile {excludes ?Assessable cost per lane mile {excludes <br /> administration and ngineering charges} $260,278 administration and engineering charges} $222,613 <br /> --~i [ $848,507 / 3.2 (average # of lanes per mile) ] [ $725,717 / 3.26 (average # of lanes per mile) J <br /> Non-assessable dministration/engineering costs ?Assessable administration/engineering costs <br /> applied [ $260,278 ` .25 ] $65,070 applied [ $222,613 * .25 ] $55,653 <br /> sa b cost'p e` ~ ~ ~ S'TOtal Assessable Cost per lane mile <br /> [,$26 $325,3!8? $278,266 <br /> sue. Q ' ~'~s ~>a~> [ $222,613 + $55,653 ] <br /> I tersection Costs (based on the linear foot unit costs and the average number of intersections per lane mile): <br /> Cost er lane mil %:Cost per lane mile <br /> p {excluding administration and $29 885 {including engineering /administration costs.},, S37,356 <br /> ngineering costs } <br /> ''=['29;885 + (328;885,:x`0"25) ] ~ <br /> affic Signs! Cos <br /> Signalized inters tions in Eugene system 144 ?Total # intersections with traffic signals 198 <br /> Signalized inters tions, joint with state system 54 ?Eugene equivalent signals [ (54 / 2) + 144 ] 171 <br /> Percent signalize intersections per lane mile ?Adjusted signalized intersections per lane mile <br /> [ 174 1 ana i 0.4231 _ L.y n nti <br /> ~_-I <br /> i~ <br /> <br />