Daytona Beach Greyhound Bus Terminal Connector


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Strategic Intermodal System Highway Connectors Assessment

Daytona Beach Greyhound Bus Terminal Connector Introduction

Table 2E-2: Existing PM Peak-Hour Intersection LOS

Daytona Beach is a seasonal town with large groups of out-of-towners descending upon the city for various events, most notably for Speed weeks in early February when over 200,000 NASCAR fans come to attend the season-opening Daytona 500. Other events include the NASCAR Coke Zero 400 race in July, Bike Week and spring break in early March, Biketoberfest in mid October, and the Rolex 24 Hours of Daytona endurance race in January. Daytona Beach Greyhound provides one way and round trip bus transportation services to Jacksonville, Orlando, Miami, and other major cities around the state. The bus terminal includes a Ticket Office, a Western Union window, Security Lockers, and a Southern Komfort Taxi station and the terminal operates from 7:00 am to 10:30 pm. Daytona Beach Greyhound Bus Terminal Connector as shown in Figure 2E-1provides direct access for buses between the subject hub and I-95, a Florida Interstate Highway System facility. The bus terminal meets distance criterion as the terminal is located greater than 50 miles from the nearest SIS hub of the same type, and meets Emerging SIS minimum size criteria as the terminal handles 50,000 interstate or interregional passengers per year. Existing Conditions The connector is a 5.1-mile segment and traverses US 92 and US 1. Land use along the connector is primarily retail and residential as shown in Figure 2E-2. VOTRAN Routes 9, 10, 11 and 60 are operational on the connector. Sidewalks are present along US 92 providing walk access from primarily retail facilities to fixed route VOTRAN service. Daily Level of Service (LOS) analysis for the segments of the connector was conducted using FDOT Generalized Quality Level of Service tables and is summarized in Table 2E-1. It indicates that segment of US 92 between Williamson Boulevard and Bill France Boulevard is currently operating deficiently. The results of PM peak-hour intersection LOS analysis conducted using SYNCHRO is shown in Table 2E-2. It indicates that the US 92 intersections, at Williamson Boulevard, Nova Road and at US 1 are operating deficiently. Existing intersection geometry including turn-radius, lane width, etc. is shown in Figures 2E-3a through 2E-3e. Table 2E-1: Existing Daily Arterial LOS Road Name

From

To

Section Length (mi)

Area Type

Facility Type

Lanes

Year 2007 AADT

Intersection I-95 NB off-ramp @ US 92 US 92 @ Indigo Dr. US 92 @ Thames Rd. US 92 @ Williamson Blvd. US 92 @ Kennel Club US 92 @ Fentress Blvd. US 92 @ Best Buy US 92 @ Industrial Pkwy. US 92 @ Bill France Blvd. US 92 @ Midway Ave. US 92 @ Hagen Terrace US 92 @ Clyde Morris Blvd. US 92 @ White St. US 92 @ Senaca Blvd. US 92 @ Nova Rd. US 92 @ Adams St. US 92 @ Lincoln St. US 92 @ Martin Luther King Blvd. US 92 @ US 1

Adopted LOS

2007 Intersection LOS

D D D D D D D D D D D D D D D D D D D

D C A E A C A A C C C D C B E B B B E

Planned/Programmed Improvements FDOT adopted FY2008-2013 Work Program includes resurfacing of US 92 from 0.2 miles west of CR 415 to Clyde Morris Boulevard (SR 483) (Item # 4195951) and widening of Clyde Morris Boulevard from 4 lanes to 6 between Beville Road (SR 400) and US 92 (SR 600, International Speedway Blvd), including sidewalks (Item # 4081781). Future Conditions and Recommendations

T24

(%)

Peak Hour Directional Volumes

FDOT LOS Std.

Year 2007 LOS D

US 92

I-95 Ramps

Williamson

0.71

urban

arterial

6

48,500

5.28

2,465

D

US 92

Williamson

Bill France

1.13

urban

arterial

6

49,500

5.12

2,622

D

E

US 92

Bill France

Clyde Morris

0.86

urban

arterial

6

42,500

5.28

2,198

D

D

US 92

Clyde Morris

Nova Road

0.93

urban

arterial

6

45,000

4.18

2,328

D

D

US 92

Nova Road

MLK Blvd.

0.78

urban

arterial

4

29,000

5.28

1,674

D

D

US 92

MLK Blvd.

US 1

0.38

urban

arterial

4

28,000

5.28

1,661

D

D

US 1

Orange Ave.

US 92

0.30

urban

arterial

4

32,000

5.45

1,552

D

D

Figure 2E-4 shows the proposed and approved development projects in the immediate vicinity of the connector. Table 2E-3 provides summary of PM peak-hour intersection LOS analysis for the years 2020 and 2030 for both no-build and build conditions. The recommendations for build conditions are listed in Table 2E-4 for phased implementation.

Strategic Intermodal System Highway Connectors Assessment

Table 2E-3: Future PM Peak-Hour Intersection LOS Intersection I-95 NB off-ramp @ US 92 US 92 @ Indigo Dr. US 92 @ Thames Rd. US 92 @ Williamson Blvd. US 92 @ Kennel Club US 92 @ Fentress Blvd. US 92 @ Best Buy US 92 @ Industrial Pkwy. US 92 @ Bill France Blvd. US 92 @ Midway Ave. US 92 @ Hagen Terrace US 92 @ Clyde Morris Blvd. US 92 @ White St. US 92 @ Senaca Blvd. US 92 @ Nova Rd. US 92 @ Adams St. US 92 @ Lincoln St. US 92 @ Martin Luther King Blvd. US 92 @ US 1

Adopted LOS

2020 No-Build LOS

2020 Build LOS

2030 No-Build LOS

2030 Build LOS

D D D D D D D D D D D D D D D D D D D

D C A F B C A A D D C E D B E B B B F

D C A D B C A A D D C D D B D B B B D

D D B F B C A B D D C E D B F B B B F

D D B D B C A B D D C D D B D B B B D

Strategic Intermodal System Highway Connectors Assessment

Table 2E-4: Daytona Beach Greyhound Bus Terminal Connector Recommended Improvements Improvement Category

Phase I (Immediate Improvements)

2008 PDC Costs**

Phase II (2009 - 2020) Improvements

2008 PDC Costs**

Phase III (2021 - 2030) Improvements

2008 PDC Costs**

Geometric*

-

-

-

-

-

-

Add second SB right turn at Williamson Blvd. ***

Operational

Other Total

$1,166,400

Add a second EB left turn lane at US 92 and Nova Rd.

$1,267,200

Add a second NB left turn lane at US 92 and Williamson Blvd. ***

$619,200

Modify SB through and shared right turn to exclusive through and right turn lanes at US 92 and US 1(add a right turn lane)

$388,800

Add a second SB left turn lane at US 92 and Williamson Blvd. ***

$403,200

Modify NB through and shared right turn to exclusive through and right turn lane at US 92 and US 1(add a right turn lane)

$446,400

Modify NB through and shared right turn to exclusive through and right turn lanes at US 92 and Nova Rd.(add a right turn lane)

$475,200

Modify SB through and shared right turn to exclusive through and right turn lanes at US 92 and Nova Rd.(add a right turn lane)

$460,800

Directional signage improvements along the connector.

$50,000

-

-

-

-

$1,627,200

-

$2,102,400

-

$1,497,600

-

* Assume WB-62FL design vehicle. ** Costs of right-of-way, right-of-way support, landscaping, lighting, utility relocations and wetland mitigation are not included. *** These recommended improvements are common for Greyhound Bus Terminal Connector and Greyhound Daytona Beach Connector

60

A OR

0

N

GE

9

Bus Route & Route #* Bus Stop* * SOURCE: VOTRAN 2009

0.4

0.8

1.2

Miles

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15

AV

IS

NEW SMYRNA BEACH

Volusia

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DELTONA

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PORT ORANGE

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Daytona Beach

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I-95 to US 92 to Ridgewood Ave to Entrance

Emerging SIS Highway Connector Daytona Beach Intl. Airport Connector

T NS

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Figure 2E-1

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SANFORD

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Strategic Intermodal System (SIS) Highway Connectors Assessment

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LC WE

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Roadway ID: 7901000 Beginning MP: 32.593 Ending MP: 32.696

Daytona Beach Greyhound Bus Terminal Connector - Overview

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Roadway ID: 7906000 Beginning MP: 16.025 Ending MP: 20.804

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District 6

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S)

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Daytona Beach Greyhound Bus Terminal Connector - Existing (Year 2007) Land Use

I-95 to US 92 to Ridgewood Ave to Entrance

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GE

City Limits

Emerging SIS Highway Connector Daytona Beach Intl. Airport Connector

FEMA Floodplain*

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Daytona Beach Greyhound Bus Terminal Connector

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T HS UT SO

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DBIS

0.8 Miles

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DBIS

Daytona Beach

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Wetland*

0.4

AV

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Figure 2E-2

SIS Highway Connector

H RIC

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Strategic Intermodal System (SIS) Highway Connectors Assessment

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Daytona Beach Greyhound Bus Terminal

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ST NA O ER

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S)

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ROCKLEDGE

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RD Public / semi-public EE TR G I Recreation DB OL Residential

IR Retail / Office

E KM OA

I-9 5

SO NB

Orange

District 3

* SOURCE: Florida Geographic Data Library (FGDL)

Other

ORLANDO

South Daytona

R TE

5A (NOVA R D SR

IAM

WEST

WI LL

Acreage not zoned for agriculture Agricultural WOOD D R Centrally assessed

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AV WAY MI D

ROW Vacant / non-residential Vacant residential Water

SAINT KISSIMMEE CLOUD

District 2 District 5

District 7

Osceola

Brevard

District 1 District 4

Overview FDOT Districts

District 6

MELBOURNE

S)

N

12

US 92 @ Indigo Dr.

12 Feet

US 92 @ Thames Rd.

et

Strategic Intermodal System (SIS) Highway Connectors Assessment

R = 40 Feet

DR

R = 85 Feet

eet

15

ee

t

LV DW

0F

Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry

t

12 F

0

PE ED WA YB

R = 45 Feet

LS INT

LS

et

Fe

eet 12 F

et

US 15 Fe

12

US 92 @ Daytona Speedway Entrance

Fe

W

B

N

O

N

M

P

et

et

ON

eet

92

5 I -9

B

RA

eet

RA

12 F

US 92 @ Williamson Blvd.

12 F

MP

INT

Fe

12

300

I-95 NB @ US 92

D

12

200 Feet

SR ME

PE ED WA YB

100

A TH

LV DW

R = 50 Feet

Figure 2E-3a

Scale: 1 Inch = 100 Feet

F ee

IGO

125

IND

Fe

I -9 5S

B

R = 80 Feet

150

t

et

R = 45 Feet

MS ON

12 F

BL VD

ee t

R = 75 Feet

INT

12

Fe

et

12 F

eet

R = 100 Feet

LS

F ee t

INT

65

IA

LV DW

IL L

R = 45 Feet

US

LS

LS

PE ED WA YB

LV DW

W

INT

Fe

PE ED WA YB

t

F ee

ee

175

0F

R = 115 Feet ee

t

170

0F

PE ED WA YB

F ee

15

15

R = 105 Feet

LVD W

92 W US

et

t

Fe

B

4009 12

12 F

eet

92 W

I-9 5 B I95 N

BO

NB

NR

US

AM

92

P

OF 13 F

FR

eet

MP

US 92 @ Fentress Blvd.

US 92 @ Industrial Pkwy. Fe

IND

12

US

et

TR

SP EE DW AY

Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry

ES S

60 F

BL VD

R = 70 Feet

Fe 90 R = 45 Feet

et Fe

F ee

t

60

150

INT

L

Y WA ED E SP

0

eet

eet

t

R = 30 Feet

Scale: 1 Inch = 100 Feet

F ee

25 F

eet

100

200

300

150

30 F

et

TR

IN T

L

R = 45 Feet

FE N

Y

F ee t

W PK

BL VD

W

IAL

12

Strategic Intermodal System (SIS) Highway Connectors Assessment

R = 80 Feet

DW BLV

80 F

12 F

Feet

eet

US 92 @ Midway Blvd.

eet

R = 45 Feet

R = 45 Feet

R = 35 Feet

12 F

12 F

eet

eet

12 Fe

et

R = 60 Feet e 12 F

U 92 @ Shopping Center

R = 40 Feet

US 92 @ Bill France Blvd. eet

EB D LV

eet

R = 60 Feet e 100 F

R = 40 Feet t F ee

F 12

eet

W LVD 120

F eet

R = 50 Feet

et

R = 50 Feet

AV WAY

L INT

YB WA D EE SP

t Fee 110

MID

12 F

L

DW BLV

t

INT

eet

F eet

30 F

AY DW E E SP

F ee

160

R = 40 Feet

L

e 12 F

et

155

60

INT

t

NC

12 F

R = 35 Feet

t F ee

W LVD

F ee

RA 12

B AY DW E E SP

eet

LF

150 F

BIL

R = 40 Feet

eet

155

12 F

80 F

et

R = 50 Feet

et 12 Fe

R = 40 Feet

eet 12 F

eet

Figure 2E-3b

Midway Blvd. @ Richard Petty Blvd.

Midway Blvd. @ Catalina Dr. 11 Feet

MIDWAY

MIDWAY AV

12 Feet

R = 50 Feet

AV et 85 Fe

e 115 Fe

HA RIC

R

ET DP

T

Strategic Intermodal System (SIS) Highway Connectors Assessment

LV D 1 Feet 1 YB

Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry

R = 35 Feet

Figure 2E-3c

Scale: 1 Inch = 100 Feet

CATALINA DR

0

100

200

300

t

Feet

90 Feet

US 92 @ White St.

R = 55 Feet

12

ITE

11 Feet

WH

12 Feet

CATALINA

DR

R = 55 Feet

t F ee

ST

US 92 @ W.of Corsair Dr.

R = 50 Feet

US 92 @ Clyde Morris Blvd. eet

YD (C L

12 F

12

R = 115 Feet

R = 40 Feet

EM F ee

t

F 235 eet

INT

220

R = 35 Feet

R = 35 Feet

eet

Fe

et

ITE

1 90

ST

R = 140 Feet

R TA

eet

GO

R = 125 Feet 12 F

eet

Y WA

DR

NA

AIR

12 F

RA

eet

RS CO

12 F

L

et

WH

INT

R = 35 Feet

W LVD B Y WA ED E SP

L

YB WA D EE SP

e 65 F

DW LV

t

R = 35 Feet

F 12

F ee

IN

TL

AY DW EE P S

DW BLV

et

S 200

e 115 F

R = 155 Feet

t F ee

eet

12

LV D

R = 30 Feet

et

F 115

eet

IS B

12 F

e 75 F

R OR

R = 35 Feet

t F ee

US 92 @ Seneca St.

t F ee

F 12

CA

N LA

NE SE

12

eet

R = 35 Feet

ST

L VA V EA

R = 55 Feet

F 50

eet

0 11

Strategic Intermodal System (SIS) Highway Connectors Assessment

et Fe

F 110

ITE ST

Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry

R = 30 Feet

Figure 2E-3d

Scale: 1 Inch = 100 Feet 0

t F ee

100

R = 45 Feet

200

300

Feet

eet

US 92 @ Adams St.

RN

11 F

12

80

t F ee

HA

US 92 @ Nova Rd.

L

eet

WH INT

YB WA D EE SP

DW LV

ST EY

R VA NO D eet

A AD

F 11

MS

R = 75 Feet

ST

F 12

R = 75 Feet F ee

t

R = 25 Feet

105

140

F ee t

R = 30 Feet

t F ee

L NT F 12

eet

55

t F ee

R = 30 Feet

R = 90 Feet

11 F

t F ee

70

W LVD B AY DW E E SP

ST

L

R = 80 Feet

ST

t

INT

t

AN JE

F ee

t

H EC KE

120

Fee 11

F ee 160

40

eet

DW LV B AY DW E E SP

R = 25 Feet

eet

N LI

US 92 @ Lincoln St.

CO

F 12

t ee

LN

R = 40 Feet

ST N

ST SE JES

et

Fe

Fe

85

80

R = 35 Feet

et

75 Fe et

Y WA D EE SP

VD BL

W

F 70

eet

Strategic Intermodal System (SIS) Highway Connectors Assessment

R = 35 Feet

Daytona Beach Greyhound Bus Terminal Connector Intersection Geometry

Figure 2E-3e

Scale: 1 Inch = 100 Feet

R = 35 Feet 0

et TL IN 12 Fe

100

200

300

Feet

US 92 @ MLK Blvd.

12 F

US 92 @ US 1

eet

12

t F ee

RID

GC

T

OD

L

L IN

EP

RT

WO GE

LM HE

MA

IN WL O D

AV

UT RK HE ING

12

t F ee

F 12

VD BL R = 35 Feet R = 45 Feet

R = 30 Feet

eet

R = 40 Feet

80 F

F 65

eet

75 F eet 65

t F ee R = 25 Feet

R = 35 Feet

T IN

L

D LV B AY DW E E SP

W

R = 25 Feet

INT

12 12

L

Y WA ED E SP

W VD L B R = 30 Feet

t F ee

t F ee

ST SE JES

12 F

eet

F 12

eet

eet

CR 40 17 (JIMM Y ANN DR)

Y

40 15

M

48 3 SR

CR

0 404

EW RG O (GE

E

RIS

0

0 405

GE AN (O R

H

US

Daytona Beach Greyhound Bus Terminal Connector

Volusia

DELTONA

Atlantic Ocean

SANFORD

Seminole

CASSELBERRY

Daytona Beach Int'l ) V Airport A UE

V L LE (BE 8 6 40

OVIEDO

ALTAMONTE SPRINGS WINTER PARK

TITUSVILLE

ORLANDO

Orange

I-9 5S

AR KA F OMO 15 (T

TR

South Daytona EE

D R

) ROCKLEDGE District 3

(B IG

CR 4 S

D) ER ILL V (B E 00 4 R

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(WIL

DE LAND

WINTER SPRINGS

MS R

CR

ON

B LV

DS

)

009

) DS

Daytona Beach International Airport

* SOURCE: FDOT 2009

2.1

NEW SMYRNA BEACH

R HY D O L

O GY

R VA

4 CR

1.4

PORT ORANGE

S) AV OD

(NO

CR

Proposed DRI*

DAYTONA BEACH

O EW

5A

) DN LV N

AM LI

S

Approved DRI*

Miles

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SR

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CR

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CR

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W I-4

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Figure 2E-4

City Limits

0.7

Halifax Harbor Marina

)

Airport Executive Park

SIS Highway Connector Emerging SIS Highway Connector Daytona Beach Intl. Airport Connector

Y HW

MS S TL

Daytona Beach Greyhound Bus Terminal Connector - DRIs within 5 Miles from Connector

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N)

LIA

S

(I N

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VD BL

CR

( 040 R4

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Strategic Intermodal System (SIS) Highway Connectors Assessment

Daytona Beach Greyhound Bus Terminal

OR

W IL 009 (

Daytona Beach

2 Y9 W

Adams Mark

0

NG

EM YD (C L

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RA M

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SAINT KISSIMMEE CLOUD

District 2 District 5

District 7

Osceola

Brevard

District 1 District 4

Overview FDOT Districts

District 6

MELBOURNE