Northe rn limit: 17 th Stre e t We st E - - PDF document

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Northe rn limit: 17 th Stre e t We st E - - PDF document

Apr 05, 2023 14 likes •425 views

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SLIDE 1
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SLIDE 2
  • Northe rn limit:

17th Stre e t We st

E a ste rn limit:

E lle nto n Gille tte Ro a d

Southe rn limit:

17th Ave nue We st

We ste rn limit:

26th Stre e t We st Ma na te e County City of Pa lme tto City of Bra de nton

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SLIDE 3
  • Re duc e c o ng e stio n

E

nha nc e d mo b ility fo r a ll use rs

Co nte xt-se nsitive a ppro a c h

Co nsiste nt with future visio n F

  • ste r e c o no mic de ve lo pme nt

E

nha nc e c o mmunity c o he sio n

Co mmunity suppo rt

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SLIDE 4

Short- te rm proje c ts

5-10 ye a rs

Mid- te rm proje c ts

10-15 ye a rs

L

  • ng - te rm proje c ts

15+ ye a rs

“L

  • w Ha ng ing F

ruit”

0-5 ye a rs

  • Ide ntify a nd le ve ra g e
  • ppo rtunitie s to a dva nc e

pra c tic a l / imple me nta b le so lutio ns

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SLIDE 5
  • Pla nning Study Goa ls

I de ntify a nd unde rsta nd the issue s De ve lo p a nd e va lua te pro je c t a lte rna tive s

With input fro m the pub lic & sta ke ho lde rs

I de ntify ne xt ste ps (a dditio na l study, o r de sig n) T iming is de pe nde nt o n a va ila b le funding

De sign Right-of-Way (if ne e de d) Constr uc tion PD&E Study (if r e quir e d) Planning

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SLIDE 6
  • Addressing Congestion in Downtown
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SLIDE 7
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SLIDE 8
  • Improving Downtown Circ ula tion

Unde rsta nding c urre nt ope ra tions & c ong e stion

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SLIDE 9
  • Improving Downtown Circ ula tion

US 41/ 301 (T a mia mi T ra il): Sig na l pha sing re duc tion, a dde d north- south throug h c a pa c ity, othe r minor c ha ng e s

3 2 3

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SLIDE 10
  • Improving Downtown Circ ula tion

BUS 41: Re duc e sig na l pha se a nd provide a dditiona l northbound c a pa c ity

3 3 2

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SLIDE 11
  • Ne twork De la ys

with 2017 Ve hic le Volume s E xisting Roa dwa y Ne twor k (in hr s) Short- te rm Impr

  • ve me nts

(in hr s) Impr

  • ve me nt

% from E xisting AM Pe a k Hour (from 7 to 8)

182 116 36%

PM Pe a k Hour (from 5 to 6)

221 125 43%

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SLIDE 12
  • Unde rsta nding tra ve l

pa tte rns a nd future g ro wth Pro viding fo r future tra ve l se rvic e ne e ds Pro viding c o nsiste nc y with the Co mmunity Visio n

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SLIDE 13

44,000 E xisting F uture Ye a r 2040 35,000

  • Trips across the Manatee River

102,000 64,500

* Assume s De soto Bridg e is re pla c e d with a ne w 6- la ne bridg e .

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SLIDE 14

11% 16% 8% 9% 15% L e g e nd

Gre e n Bridg e De so to Bridg e Po int o f Orig in

5% 5% 8%

Ke y T a ke a wa ys

  • Re g io na l tra ffic is 33% o f the mix thro ug h Do wnto wn
  • He a vy e xc ha ng e to we st & so uth
  • I-275 tra ffic o n the Skywa y Bridg e to / fro m the study a re a

is ne a rly do ub le tra ffic to / fro m I-75 no rth.

  • I-275 tra ffic splits 75% to De so to Bridg e a nd 25% to

Gre e n Bridg e

<1% <1% 5% 2% 2% 10% 22% 6% 2% 5% 2% 2%

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SLIDE 15
  • I

de ntify c o rrido rs

Mo de l a lte rna tive s

I de ntify pro je c te d trips fo r e a c h a lte rna tive De te rmine ne two rk c o nne c tio ns E va lua te a ffe c ts o n the o ve ra ll ne two rk

Asse ss ne two rk b e ne fits suc h a s re lie f

to Gre e n & De so to Bridg e s

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SLIDE 16
  • 96’ Re q uire d Minimum Width

50 - 70’ E xisting Width

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SLIDE 17

4- la ne Wide ning Conc e pt (9th,15th, or 27th Stre e t E )

Conc e ptua liza tion of Comple te Stre e ts a pproa c h w/ buffe re d bic yc le la ne s a nd side wa lks

32,000 – 36,000 da ily ve hic le s in 2040 with 3rd bridg e 8,000 to 12,000 da ily ve hic le s toda y

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SLIDE 18

9th,15th, or 27th Stre e t E Corridors

T wo- la ne pa rkwa y style loc a l stre e t with e le va te d throug hwa y to se pa ra te re g iona l tra ffic

50 - 70’ E xisting Width 76’ Re q uire d Width

  • 8,000 to 14,000 da ily ve hic le s

in 2040 a t g round le ve l 48,000 to 64,000 da ily ve hic le s in 2040 on e le va te d throug hwa y

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SLIDE 19
  • 27th Stre e t E
  • 9th Stre e t E

15th Stre e t E

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SLIDE 20
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SLIDE 21
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SLIDE 22
  • I

de ntify c o rrido rs

Mo de l a lte rna tive s

I de ntify pro je c te d trips fo r e a c h a lte rna tive De te rmine ne two rk c o nne c tio ns E va lua te a ffe c ts o n the o ve ra ll ne two rk

Asse ss ne two rk b e ne fits suc h a s re lie f

to Gre e n & De so to Bridg e s

Ne w c a pa c ity a c ro ss Ma na te e Rive r

in e xisting De so to c o rrido r

I nste a d o f a ne w c ro ssing to the e a st

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SLIDE 23
  • 1st Stre e t

9th Stre e t E 15th Stre e t E 27th Stre e t E Improve me nts At- Gra de Only Improve me nts At- Gra de with a n E le va te d T hroug hwa y

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SLIDE 24

1st Stre e t / US 41 / 301 / T a mia mi T ra il

L

  • c a l la ne s a t g round le ve l with e le va te d throug hwa y in me dia n
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SLIDE 25

1st Stre e t / US 41 / 301 / T a mia mi T ra il

L

  • c a l la ne s a t g round le ve l with e le va te d throug hwa y in me dia n

63,000 2040 Da ily T ra ffic De ma nd (On E le va te d T hroug hwa y)

72,000 2040 Da ily T ra ffic De ma nd 11% more tha n toda y’s tra ffic of 65,000

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SLIDE 26

De soto Bridg e

Bridg e Inte g ra tion with Southbound loc a l la ne s on Pa lme tto Ca use wa y

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SLIDE 27
  • Co mpa re the physic a l, so c ia l,

a nd e nviro nme nta l e ffe c ts o f e a c h a lte rna tive

Co nside r input re c e ive d

lo c a l a nd re g io na l a g e nc y pa rtne rs pub lic a nd e le c te d o ffic ia ls c itize ns a nd o the r inte re ste d pa rtie s Pub lic Me e ting fe e db a c k

I

de ntify via b le a lte rna tive s to a dva nc e in the pla nning pro c e ss

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SLIDE 28
  • Costs, Impa c ts, T

iming / Ava ila ble F unding

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SLIDE 29
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SLIDE 30
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SLIDE 31
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SLIDE 32
  • 156’ Re q uire d Minimum Width
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SLIDE 33
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SLIDE 34
  • Co mple te pro g ra m o f so lutio ns

tha t inc lude :

Pe de stria n Bic yc le Auto T ra nsit

Ba la nc e mo b ility ne e ds o f a ll use rs with lo ng -te rm visio n o f the surro unding c o mmunitie s E mpha sis o n sa fe ty

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SLIDE 35
  • Multi-mo da l a ppro a c h

Ac c o mmo da ting a ll use rs

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SLIDE 36
  • Sig ning a nd pa ve me nt ma rking s

Sig na l e nha nc e me nts Bic yc le / pe de stria n impro ve me nts

Pe de stria n c ro ssing s Ne w side wa lks ADA impro ve me nts Bic yc le fa c ilitie s

L ig hting Dra ina g e L a ndsc a ping Po te ntia l la ne re duc tio n Re striping to a dd turn la ne s o r a djust la ne widths Sig ht dista nc e impro ve me nts

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SLIDE 37
  • Ro ute a nd se rvic e mo dific a tio ns
  • Do wnto wn T

ra nsfe r Sta tio n e xpa nsio n

  • Sig na l prio ritiza tio n
  • Sto p c o nso lida tio n / a me nitie s / impro ve me nts
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SLIDE 38
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SLIDE 39
  • I

de ntify via b le a lte rna tive s & stra te g ie s to a dva nc e Summa rize a ntic ipa te d funding ne e ds / prio ritie s I de ntify funding so urc e s / pa rtne r a g e nc y c o mmitme nts Summa rize b y time fra me s, le a d a g e nc ie s

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SLIDE 40
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SLIDE 41