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' TABLE 3
<br /> _
<br />
<br /> ~ Trans ortation S stems Qevelo merit Char a Anal sis
<br /> . Anal sis of Trans ortation S stem
<br /> ugene/Springfield metropolitan average vehicle trip length 4.38
<br /> ugene trip end peak Vehicle miles; percentage on Eugene's arterial and collector streets 0.35
<br /> otal lane miles of arterial and collector system, excluding turn lanes [arterial = 59.4%; collector = 40.6% ] 404.12
<br /> verage number of lanes per mile of arterials and collectors 3.26
<br /> u ene avers a one vWa tri len th for arteria{ and collectors miles er tri 4.38 * 0.35 *''/z 0.7665
<br /> . Arterial and Collector Street System Analysis (Linear Mile Costs):
<br /> xisting level of service "D" for Roads; number of vehicles per hour (capacity per lane mile) 675
<br /> near Section Total Construction Costs:
<br /> Typical collector street width 46 feet a Typical arterial street width 66 feet
<br /> Typical collector construction cost per linear feet $224.46 D Typical arterial construction cost per linear feet $321.54
<br /> Total cost per linear mile, 46' collector ~ Total cost per linear mile 66' arterial $1,697,731
<br /> ( $224.46 * 5,280'linear feet per mile] $1,185,149 [ $321.54 * 5,280 linear feet per mile]
<br /> erage Linear Secf~on Costs:
<br /> Average construction cost per linear mile $1,489,623 D Average construction cost per linear foot $282 13
<br /> [ ($1,185,149 *.406) + ($1,697,731* .594) ] [ $1,489,623 / 5,280 linearfeet per mile)
<br /> D Average non-assessable cost /linear mile [53.9%] $802,907 n Average assessable cost I linear mile [46.1 $686,716
<br /> D Average non-assessable cost per linear foot $152.07 D Average assessable cost per linear foot $130.06
<br /> [ $802,907 / 5,280 linear feet per mile ] [ $686,716 / 5,280 linear feet per mile ]
<br /> s essable and None:-assessable Costs:
<br /> ID Non-assessable cost per lane mile {excludes ~ Assessable cost per lane mile {excludes
<br /> f administration and engineering charges} $246,290 administration and engineering charges} $210,649
<br /> $802,907 ! 3.26 (average # of lanes per mile) ] [ $686,716 / 3.26 (average # of lanes per mile) ]
<br /> Non-assessable administrationJengineering costs v Assessable administration/engineering costs $52,662
<br /> applied $61 573
<br /> [ $246,290 * .25 ] ~ applied [ $210,649 * .25 ]
<br /> #i 5 . S
<br /> o t.
<br /> ..:.~...#;,b~4:<G~~t::...:!';.j~tt1E#:R#i~.l~a::>::><>;><:<:::>::::::..;..,::.:.:::...:::>:: m Total Assessable Cost er
<br /> p lane mile
<br /> :......:...::.:.::.x........... $263 311
<br /> 3:1~T .:6
<br /> $
<br /> I $210,649 $52,662 ]
<br /> I t rsection Costs (biased on the linear foot unit costs and the average number of intersections per lane mile):
<br /> ost r .::::::~~tst.:Per:l..and::mr(;±~.::;.:..:~:.;:.;:;:.<..:.>:.;;:;:>;::::::.:;>::;:::<..;,::::.:;.;:.;:.;;:.:.:..
<br /> pe lane mile { excludin administration
<br /> 9
<br /> 2 7
<br /> 82 9
<br /> rid en ine ri :;:::{il,.;:~#Ixlg:;!##{.: !~(n9:;;t<~?iltsi~~s,~els.!#:: ~S'~~$:.:
<br /> g e rig costs } ~ww , .:::.:..:.:..:..::::::<::::::.~<:.:::::;;:.::.;;:.:;;:.;;~.;;:r:: ;>::>:;;:>::;:::.;:F:::,:.:;.
<br /> ~7 >~k:::. .
<br /> a is Signal Costs:
<br /> ignalized intersections in Eugene system 144 D Total # intersections with traffic signals 198
<br /> ignalized intersections, joint with state system 54 b Eugene equivalent signals [ (54 / 2) + 144 ] 171
<br /> ercent signalized intersections per lane mile D Adjusted signalized intersections per lane mile 0.35
<br /> [ 171 / 404.12 ] 0.4231 {with downtown high density reduction factor}
<br /> r inters i
<br /> yr
<br /> ea e i
<br /> s n li
<br /> a zati n c
<br /> 0 ost e '
<br /> ect o
<br /> n
<br /> P ;;.;dig.dal..z~.Ei.~!1:;~~st::Peciatje:;mtl~. oaf:~~t~~.i~.l;,:>:::>:::>:<<:;: ;
<br /> i dudes administration & en meerin char es $177,045
<br /> _ : . ~`I7~,045,* 0,36 <::>::":::;
<br /> .
<br /> ri ges and Other Structure costs:
<br /> ast project costs -small structures, short span bridges of bridge inventory} $6,957,233
<br /> ast project costs -Ferry St. Bridge and Ferry Street Bridge overpass [ $2,685,674 + $4,586,740 ] $7,272,414
<br /> dministration and engineering costs added to past project costs (($6,957,233 + $7,272,414 ) * 0.25 ] $3,557,412
<br /> otaliijic~osts for past projects, bridges and other structures ($6,957,233 + $7,242,414 + $3,557,412 ] $17,787,059
<br /> < .Y~i~f~:<::;:~<,:>`;:::~:>;:><?~ :>::>«2;y>; .:,.,y"'i`:>~><::;:'r';:'•>::>::;::::>>::.>..>«::;>:: ° ~<:::>::>:<:y;y;o{;;;~::~:ay~.:~;~ :~;:;n:~;:::<.;~<x:;;:; Y~!%ii'+'.'
<br />`;<:;`;:`,~<,::>
<br /> <<.::.... ...~rt~t..~r. ti~.>~itii~.if+~r.l~~t# >~~tstrfi~tu#`ee.. irtciudesadml:rt e~ ,char a (;$17;7`B~;tfS91;~(f~,1;2: ;:::<::.>:...~4!~~~:4
<br /> A rlal and Collector Street Light Construction Costs:
<br /> tandard # of streetlights per vehicle mile (capacity per lane mile) 27 Cost per arterial street light $4,614
<br /> ::<:>:.:~~......:i3ti.'~.#~:.j;l ...#..~~d~t: elf•.tri :
<br /> Cost ~ li«alrs~ fill f~ S#fe+i~t::~ steert:::<:>::::;::;:::;;::::::>::::: .t.: .
<br /> I?f~ ....................:.:::::.::::.:.:::.:::::.y...::::::::.:::::::::..::...::..:::.:.::::.::::::::.::::::::::.:::::::..:$~.p~,.663...... ~6 X49: 8:'f: 986..
<br /> 'f° AE. ~7~t'Ei T. ~,Y `~`EM::CD'~'~`::pER:::::a~ , >.::::>~:<::<:: ;
<br /> ..........................................T.....~:...~nr~th::Ci. ht€rt :.:::::~~.~.~9;:::;~::::::.:::~~'86".x:..f..::6:~'~:;.:::.;::::>:.$~~~,.~.~~::>.:::<::<::<:::<::~~~#~:tt:'
<br /> 3. ff-Street Bic cle Path Anal sis:
<br /> Total estimated population (1995) 121,905 Total number of trips per person 1.311
<br /> Ex st rig standard (LOS); lighting per 1,000 persons [40 lights x 6.90 mile = 276 total lights; (276 / 27.65 total path miles)l121,905] 0.0619
<br /> 2 9 4
<br /> r '
<br /> C e d
<br /> t m e ff-
<br /> o stye t
<br /> e ath li i
<br /> ht n
<br /> 3 1
<br /> x 0 12 7
<br /> , 0
<br /> P $
<br /> 9 9 [
<br /> ;::.::.per:.person,ofd:~tt?~~~;~,:gt~~rtg;€i~os.~srt~aa~::szs#;~.~:.:3»:: ~'O?i~4':
<br /> Ex sti g standard (LOS) for bicycle path miles per 1,000 persons [ (27.65 miles of path / 121,905) x 1,000] 0.2268
<br /> Cot r -
<br /> e ile f
<br /> m o 0
<br /> ff stree '
<br /> t bi le
<br /> S c c ath
<br /> Y P 375,550 Cost per person off stet ~ath'>'I(,Q22687°[tUQ~) ~75,SeEl a ;;6~6'j$
<br /> T' ~::SiGYCi»i»<:.RA1`'M CCS;'[''FIiR'°TRIP>::?ad ;us ed ` ; : <
<br /> t m .eait ..................:.:::::::::.::..~f..0..8.4:::::: 55.1:8 :..:.:t: ;'I;.~"i.:~;::. ~'3„.U~€;
<br /> 4. S mma of All Trans ortation S stem SDC Com orients:
<br /> Co>;t er Street System Component; per trip $641.07 Cost per off-street bicycle path component; per trip $73.01
<br /> t. SDC.:PLR:T~ti nom >trnents.:ir>tclude;.ii htin :.costs.....:.;:...:..: 5~1,5~` '3:51.:>::. ::::»~':1~.~.>:
<br /> City of Eugene SDC Methodology Transportation, Page: B-5
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