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Strategic Intermodal System Highway Connectors Assessment Daytona Beach International Airport Connector Introduction Daytona Beach International Airport (DBIA) is a convenient alternative to the uncertainties of Orlando and Jacksonville traffic and it is the "Gateway to Central Florida”. In addition, DBIA also facilities Foreign Trade Zone (FTZ) # 198 which increases the global competitiveness of companies doing business in Daytona Beach by reducing operating costs associated with international trade. The Daytona Beach International Airport connector as shown in Figure 1E-1 connects DBIA to I-95, a Florida Interstate Highway System facility. To ensure that Emerging SIS facilities provide additional connectivity to developing economic regions, rather than provide redundancy to SIS hubs, Emerging SIS facilities can be designated only if they are located greater than 50 miles from the nearest SIS hub of the same type. The minimum size threshold for Emerging SIS airports is to handle 0.05 percent of the nation’s total freight or passenger enplanements to be eligible for designation as an Emerging SIS facility. Emerging SIS airports must be located in or adjacent to a fast-growing county that ranks among the top 25 percent statewide in terms of population growth over the next 20 years and provide service to clusters of tourism establishments and high-technology businesses. DBIA connector meets distance and economic connectivity criteria and is designated as Emerging SIS facility. Existing Conditions The connector is a 2.3-mile segment traversing US 92 and Midway Avenue. Land use along the connector is primarily retail and residential as shown in Figure 1E-2. VOTRAN Route 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 1E-1. It indicates that segment of US 92 between Williamson Boulevard and Midway Avenue is currently operating deficiently. The PM peak-hour intersection LOS analysis conducted using SYNCHRO is shown in Table 1E-2. It indicates that the intersection US 92 at Williamson Boulevard is operating deficiently. Existing intersection geometry including turn-radius, lane width, etc. is shown in Figures 1E-3a through 1E-3c. Table 1E-1: Existing Daily Arterial LOS Road Name From To Section Length (mi) Area Type Facility Type Lanes Year 2007 AADT T24 (%) Peak Hour Directional Volumes FDOT LOS Std. Year 2007 LOS US 92 I-95 Ramps Williamson 0.708 urban arterial 6 48,500 5.28 2,465 D D US 92 Williamson Midway Ave. 1.110 urban arterial 6 49,500 5.12 2,622 D E Midway Ave. Midway Ave. Catalina Dr. 0.444 urban arterial 4 5,100 2.42 295 D C Table 1E-2: Existing PM Peak-Hour Intersection LOS Intersection Adopted LOS 2007 Intersection LOS I-95 NB off-ramp @ US 92 D D US 92 @ Indigo Dr. D C US 92@ Thames Rd. D A US 92 @ Williamson Blvd. D E US 92 @ Kennel Club D A US 92@ Fentress Blvd. D C US 92 @ Best Buy D A US 92 @ Industrial Pkwy. D A US 92 @ Bill France Blvd. D C US 92 @ Midway Ave. D C Midway Ave.@ Richard Petty D A Midway Ave.@ Catalina Dr. D A Planned/Programmed Improvements FDOT adopted FY2008-2013 Work Program includes resurfacing of US 92 from 0.2 miles west of CR 415 to CR 483 (Item # 4195951). Future Conditions and Recommendations Figure 1E-4 shows the proposed and approved development projects in the immediate vicinity of the connector. Table 1E-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 1E-4 for phased implementation. Table 1E-3: Future PM Peak-Hour Intersection LOS Intersection Adopted LOS 2020 No-Build LOS 2020 Build LOS 2030 No-Build LOS 2030 Build LOS I-95 NB off-ramp @ US 92 D D D D D US 92 @ Indigo Dr. D C C D D US 92 @ Thames Rd. D A A B B US 92 @ Williamson Blvd. D F D F D US 92 @ Kennel Club D B B B B US 92 @ Fentress Blvd. D C C C C US 92 @ Best Buy D A A A A US 92 @ Industrial Pkwy. D A A B B US 92 @ Bill France Blvd. D D D D D US 92 @ Midway Ave. D D D D D Midway Ave.@ Richard Petty D B B B B Midway Ave. @ Catalina Dr. D A A A A

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Strategic Intermodal System Highway Connectors Assessment

Daytona Beach International Airport Connector Introduction Daytona Beach International Airport (DBIA) is a convenient alternative to the uncertainties of Orlando and Jacksonville traffic and it is the "Gateway to Central Florida”. In addition, DBIA also facilities Foreign Trade Zone (FTZ) # 198 which increases the global competitiveness of companies doing business in Daytona Beach by reducing operating costs associated with international trade. The Daytona Beach International Airport connector as shown in Figure 1E-1 connects DBIA to I-95, a Florida Interstate Highway System facility. To ensure that Emerging SIS facilities provide additional connectivity to developing economic regions, rather than provide redundancy to SIS hubs, Emerging SIS facilities can be designated only if they are located greater than 50 miles from the nearest SIS hub of the same type. The minimum size threshold for Emerging SIS airports is to handle 0.05 percent of the nation’s total freight or passenger enplanements to be eligible for designation as an Emerging SIS facility. Emerging SIS airports must be located in or adjacent to a fast-growing county that ranks among the top 25 percent statewide in terms of population growth over the next 20 years and provide service to clusters of tourism establishments and high-technology businesses. DBIA connector meets distance and economic connectivity criteria and is designated as Emerging SIS facility. Existing Conditions

The connector is a 2.3-mile segment traversing US 92 and Midway Avenue. Land use along the connector is primarily retail and residential as shown in Figure 1E-2. VOTRAN Route 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 1E-1. It indicates that segment of US 92 between Williamson Boulevard and Midway Avenue is currently operating deficiently. The PM peak-hour intersection LOS analysis conducted using SYNCHRO is shown in Table 1E-2. It indicates that the intersection US 92 at Williamson Boulevard is operating deficiently. Existing intersection geometry including turn-radius, lane width, etc. is shown in Figures 1E-3a through 1E-3c.

Table 1E-1: Existing Daily Arterial LOS

Road Name

From

To Section Length

(mi)

Area Type

Facility Type

Lanes

Year 2007

AADT

T24

(%)

Peak Hour Directional Volumes

FDOT LOS Std.

Year 2007 LOS

US 92 I-95 Ramps Williamson 0.708 urban arterial 6 48,500 5.28 2,465 D D

US 92 Williamson Midway Ave. 1.110 urban arterial 6 49,500 5.12 2,622 D E

Midway Ave. Midway Ave. Catalina Dr. 0.444 urban arterial 4 5,100 2.42 295 D C

Table 1E-2: Existing PM Peak-Hour Intersection LOS

Intersection Adopted LOS

2007 Intersection

LOS

I-95 NB off-ramp @ US 92 D D US 92 @ Indigo Dr. D C US 92@ Thames Rd. D A US 92 @ Williamson Blvd. D E US 92 @ Kennel Club D A US 92@ Fentress Blvd. D C US 92 @ Best Buy D A US 92 @ Industrial Pkwy. D A US 92 @ Bill France Blvd. D C US 92 @ Midway Ave. D C Midway Ave.@ Richard Petty D A Midway Ave.@ Catalina Dr. D A

Planned/Programmed Improvements FDOT adopted FY2008-2013 Work Program includes resurfacing of US 92 from 0.2 miles west of CR 415 to CR 483 (Item # 4195951).

Future Conditions and Recommendations

Figure 1E-4 shows the proposed and approved development projects in the immediate vicinity of the connector. Table 1E-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 1E-4 for phased implementation.

Table 1E-3: Future PM Peak-Hour Intersection LOS

Intersection Adopted LOS

2020 No-Build

LOS

2020 Build LOS

2030 No-Build

LOS

2030 Build LOS

I-95 NB off-ramp @ US 92 D D D D D US 92 @ Indigo Dr. D C C D D US 92 @ Thames Rd. D A A B B US 92 @ Williamson Blvd. D F D F D US 92 @ Kennel Club D B B B B US 92 @ Fentress Blvd. D C C C C US 92 @ Best Buy D A A A A US 92 @ Industrial Pkwy. D A A B B US 92 @ Bill France Blvd. D D D D D US 92 @ Midway Ave. D D D D D Midway Ave.@ Richard Petty D B B B B Midway Ave. @ Catalina Dr. D A A A A

Strategic Intermodal System Highway Connectors Assessment

Table 1E-4: Daytona Beach International Airport 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* - - - - - -

Operational Add second SB right turn at Williamson Blvd. *** $1,166,400 - - Add a second NB left turn lane at US 92 and Williamson Blvd. *** $619,200

Add a second SB left turn lane at US 92 and Williamson Blvd. *** $403,200 Other - - - - - - Total - $1,166,400 - - - $1,022,400

* 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

Daytona BeachInternational

Airport

I-95 to US 92(International Speedway Blvd)

to Midway Ave to Entrance

Roadway ID: 7906000Beginning MP: 16.025Ending MP: 18.122

109

60

10

60

11

11

10N

10N

DaytonaBeach

Roadway ID: 79522000Beginning MP: 1.523Ending MP: 1.967

IND

IGO

DRFOX F IR

E CI

R

INDI

GO

DR

HAGEN

TER

AV AWEST RD

I-95 S

MID

WAY

AV

EXECUTI

VE DR

AV C

EXECUTIVE

CIR

I-95 N

AV B

INDIGO DR

BAYLESS BLVD

THAMES

RD

TOM

OKA

FARM

S R

D N

BELLEVUE

I-95 S

I-95 N

AIRFIELD

US HW

Y 92

(INTL

SPEE

DWAY

BLVD

W)

CAT ALINA DR

CR 4009 (WILLIAM

SON BLVD

S)

AIRFIELD

INDIGO DR

DBIS

CR 4068 (BELLEVUE AV)

AIRFIELD

MIDWAY AV

DBIS

AtlanticOcean

BrevardOsceola

Orange

Seminole

Volusia

Daytona BeachIntl. AirportConnector

MELBOURNE

SAINTCLOUDKISSIMMEE

ROCKLEDGE

ORLANDO

WINTERPARK

TITUSVILLEALTAMONTE

SPRINGSOVIEDO

CASSELBERRY

WINTERSPRINGS

SANFORD

DELTONA

DE LANDNEW SMYRNA

BEACH

PORTORANGE

DAYTONABEACH

District2

District3

District4

District6

District1

District7

OverviewFDOT Districts

District 5

Strategic Intermodal System (SIS)Highway Connectors Assessment

Figure1E-1

Daytona Beach Intl. Airport ConnectorOverview

SIS Highway Connector

Emerging SIS HighwayConnector

Bus Route & Route #*

Bus Stop*

0 0.2 0.4 0.6

Miles

9

* SOURCE: VOTRAN 2009

City Limits

Daytona Beach GreyhoundBus Terminal Connector

Daytona BeachInternational

Airport

I-95 to US 92(International Speedway Blvd)

to Midway Ave to Entrance

DaytonaBeach

IND

IGO

DRFOX F IR

E CI

R

INDI

GO

DR

HAGEN TER

AV A

SEA PINES C

IRI-95

S

EXECUTI

VE DR

AV C

BILL FRANCE

BLVD

INDUSTRIAL PKW

Y

MIDW

AY AV

WEST RD

EXECUTIVE

CIR

I-95 N

AV B

RICHARD PETTY BL

VD

US 92

WB

I-95

ON RA

MP

INDIGO DR

BAYLESS BLVD

INDIGO LAKES BLVD

THAMES

RD

TOM

OKA

FARM

S R

D N

I-95 NB US

92 O

FF R

MP

BELLEVUE

I-95 S

I-95 N

CR

4009 (W

IL LIAM

SON

BLVD N)

CORAL

SEA AV

AIRFIELD

US HW

Y 92

(INTL

SPEE

DWAY

BLVD

W)

CR 40

09 (W

ILLI

AMSO

N

BLVD S)

CAT ALINA DR

CR 4009

(WILLIAM

SON

BLVD N)

FENTRESS BLVD

CR 4009 (WILLIAM

SON BLVD

S)

AIRFIELD

INDIGO D R

DBIS

CR 4068 (BELLEVUE AV)

AIRFIELD

MIDWAY AV

DBIS

AtlanticOcean

BrevardOsceola

Orange

Seminole

Volusia

Daytona BeachIntl. AirportConnector

MELBOURNE

SAINTCLOUDKISSIMMEE

ROCKLEDGE

ORLANDO

WINTERPARK

TITUSVILLEALTAMONTE

SPRINGSOVIEDO

CASSELBERRY

WINTERSPRINGS

SANFORD

DELTONA

DE LANDNEW SMYRNA

BEACH

PORTORANGE

DAYTONABEACH

District2

District3

District4

District6

District1

District7

OverviewFDOT Districts

District 5

Strategic Intermodal System (SIS)Highway Connectors Assessment

Figure1E-2

Daytona Beach Intl. Airport ConnectorExisting (Year 2007) Land Use

0 0.2 0.4 0.6

Miles

Existing Land Use*

Residential

Vacant residential

Retail / Office

Public / semi-public

Institutional

Recreation

Centrally assessed

Agricultural

Acreage not zonedfor agriculture

ROW

Industrial

Mining

OtherVacant /non-residential

Water

* SOURCE: Florida Geographic Data Library (FGDL)

Wetland*

FEMA Floodplain*

City LimitsSIS Highway Connector

Emerging SIS HighwayConnectorDaytona Beach GreyhoundBus Terminal Connector

INTL

SPE

EDW

AY B

LVD

W

R = 100 Feet

12 Feet

13 Feet

15 Feet

12 Feet

I-95 NB US 92 OFF RMP

US 9

2 W

B I-9

5 SB

ON

RAM

P

US 92 WB I-95 NB ON RAMP

US 92 WB I-9

5 NB ON RAMP

Strategic Intermodal System (SIS)Highway Connectors Assessment

0 100 200 300

Feet

Figure1E-3a

Daytona Beach Intl. Airport ConnectorIntersection Geometry

I-95 NB @ US 92

Scale: 1 Inch = 100 Feet150 Feet

R = 40 Feet

12 Feet

R = 50 Feet

12 Feet

12 Feet

INDIGO DR

INTL

SPE

EDW

AY B

LVD

W

175 F

eet

R = 115 Feet

12 Feet

12 Feet

12 Feet

12 Feet

170 F

eet

150 Feet

150 Feet

R = 75 Feet

R = 80 Feet

R = 105 Feet

WILLIAMSON BLVD

INTL

SPE

EDW

AY B

LVD

W

4009

150 Feet

R = 45 Feet

12 Feet

12 Feet

65 F

eet

R = 45 FeetIN

TL S

PEED

WAY

BLV

D W

125 F

eet

R = 45 Feet

12 Feet

R = 85 Feet

12 Feet

12 Feet

THAMES RD

INTL

SPE

EDW

AY B

LVD

W

US 92 @ Indigo Dr. US 92 @ Thames Rd.

US 92 @ Williamson Blvd. US 92 @ Daytona Speedway Entrance

155 Feet

R = 40 Feet

12 Feet

12 Feet

12 Feet

12 Feet

R = 60 Feet

150 Feet

80 Feet

110 Feet

R = 50 Feet

R = 50 Feet

MID

WAY AV

INTL SPEEDWAY BLVD W

US 92 @ Midway Blvd.150 Feet

R = 45 Feet

12 Feet

12 Feet

12 Feet

60 F

eet

90 F

eet

R = 35 Feet

R = 30 Feet

R = 45 Feet

FENTRESS BLVD

INTL

SPE

EDW

AY B

LVD W

60 Feet

R = 40 Feet 12 Feet

12 Feet

30 Feet

R = 40 Feet

R = 40 Feet

INTL SPEEDWAY BLVD W

155 Feet

R = 35 Feet

12 Feet

12 Feet

12 Feet

12 Feet

160 Feet

100 Feet

120 Feet

R = 60 Feet

R = 40 Feet

R = 50 Feet

INTL SPEEDWAY BLVD W

BILL FRANCE BLVD

150 Feet

R = 80 Feet

12 Feet

12 Feet

80 Feet

60 Feet

30 Feet

25 Feet

R = 70 Feet

R = 45 Feet

R = 45 Feet

INDUSTRIAL PKWY

INTL SPEEDWAY BLVD W

US 92 @ Fentress Blvd. US 92 @ Industrial Pkwy.

U 92 @ Shopping Center US 92 @ Bill France Blvd.

Strategic Intermodal System (SIS)Highway Connectors Assessment

0 100 200 300

Feet

Figure1E-3b

Daytona Beach Intl. Airport ConnectorIntersection Geometry

Scale: 1 Inch = 100 Feet

115 Feet

R = 50 Feet

12 Feet

12 Feet

11 Feet

90 Feet

85 Feet

R = 55 Feet

MID

WAY AV

RICHARD PETTY BLVD

R = 35 Feet

11 Feet

11 Feet

R = 55 Feet

MID

WAY

AV

CATA

LINA

DR

CATALINA DR

Midway Blvd. @ Richard Petty Blvd. Midway Blvd. @ Catalina Dr.

Strategic Intermodal System (SIS)Highway Connectors Assessment

0 100 200 300

Feet

Figure1E-3c

Daytona Beach Intl. Airport ConnectorIntersection Geometry

Scale: 1 Inch = 100 Feet

Daytona BeachInternational

Airport

Daytona BeachGreyhound

Bus Terminal

I-4 E

I-4 W

I-95 S

US HWY 92 (INTL SPEEDWAY BLVD W)

SR 430 (MASON AV)

CR 4072 (BIG TREE RD)CR

4011 (RIVERSIDE

DR)

CR 4068 (BELLEVUE AV)

CR 4019 (LPGA BLVD)

US HW

Y 1

(RIDGEW

OOD

AV S)

I-95 N

SR 5A (NOVA

RD N)

CR 4050 (ORANGE AV)

CR 4019 (LPGA BLVD)

CR 4078 (REED CANAL RD)

CR 4026 (8TH ST)

CR 4040 (GEORGE W ENGRAM

BLVD)

SR 483

(CLYDE M

ORRIS

BLVD N)

I-95 S

CR 48

3 (C

LYD

E M

OR

RIS

BLV

D S)

US HW

Y 1

(RIDGEWOO

D AV)

CR 4015

(DERBYSHIRE RD)

CR

4009 (W

ILLIAMSON

BLVD N)

CR

4017

(JIM

MY

AN

N D

R)

CR 4040 (MAIN ST)

SR 5A

(NOVA

RD S)

SR 400 (BEVILLE RD)

CR 483

(CLYDE M

ORRIS BLVD N)

I-95 S

CR 430 (MASON AV)

SR 430

HYD

ROLOGYI-95 N

CR 40

09 (W

ILLIAMSO

N B

LVD

S)

HYDROLOGY

CR

415 (TO

MO

KA FA

RM

S R

D)

Airport Executive Park

AdamsMark

DaytonaBeach Int'l

Airport

LPGA

HalifaxHarborMarina

AtlanticOcean

BrevardOsceola

Orange

Seminole

Volusia

Daytona BeachIntl. AirportConnector

MELBOURNE

SAINTCLOUDKISSIMMEE

ROCKLEDGE

ORLANDO

WINTERPARK

TITUSVILLEALTAMONTE

SPRINGSOVIEDO

CASSELBERRY

WINTERSPRINGS

SANFORD

DELTONA

DE LANDNEW SMYRNA

BEACH

PORTORANGE

DAYTONABEACH

District2

District3

District4

District6

District1

District7

OverviewFDOT Districts

District 5

Strategic Intermodal System (SIS)Highway Connectors Assessment

Figure1E-4

Daytona Beach Intl. Airport ConnectorDRIs within 5 Miles from Connector

0 0.7 1.4 2.1

Miles

Proposed DRI*

Approved DRI*

* SOURCE: FDOT 2009

DaytonaBeach

HolyHill

SouthDaytona

Port Orange

City LimitsSIS Highway Connector

Emerging SIS HighwayConnectorDaytona Beach GreyhoundBus Terminal Connector