Daytona Beach International Airport Connector
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- Bertha Lang
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1 trategic ntermodal ystem Highway s ssessment ntroduction aytona each nternational irport aytona each nternational irport ( is a convenient alternative to the uncertainties of rlando and Jacksonville traffic and it is the "Gateway to entral Florida. n addition, also facilities Foreign rade Zone (FZ # 198 which increases the global competitiveness of companies doing business in aytona each by reducing operating costs associated with international trade. he aytona each nternational irport connector as shown in 1-1 connects to -9, a Florida nterstate Highway ystem facility. o ensure that merging facilities provide additional connectivity to developing economic regions, rather than provide redundancy to hubs, merging facilities can be designated only if they are located greater than miles from the nearest hub of the same type. he minimum size threshold for merging airports is to handle. percent of the nation s total freight or passenger enplanements to be eligible for designation as an merging facility. merging airports must be located in or adjacent to a fast-growing county that ranks among the top 2 percent statewide in terms of population growth over the next 2 years and provide service to clusters of tourism establishments and high-technology businesses. connector meets distance and economic connectivity criteria and is designated as merging facility. xisting onditions he connector is a 2.3-mile segment traversing 92 and Midway venue. and use along the connector is primarily retail and residential as shown in 1-2. V oute 9, 1, 11 and are operational on the connector. idewalks are present along 92 providing walk access from primarily retail facilities to fixed route V service. aily evel of ervice ( analysis for the segments of the connector was conducted using F Generalized/Quality evel of ervice tables and is summarized in able 1-1. t indicates that segment of 92 between illiamson oulevard and Midway venue is currently operating deficiently. he PM peak-hour intersection analysis conducted using YH is shown in able 1-2. t indicates that the intersection 92 at illiamson oulevard is operating deficiently. xisting intersection geometry including turn-radius, lane width, etc. is shown in s 1-3a through 1-3c. oad ame From o able 1-1: xisting aily rterial ection ength (mi rea ype Facility ype anes Year 27 2 (% Peak Hour irectional Volumes 92-9 amps illiamson.78 urban arterial 8,.28 2, 92 illiamson Midway ve urban arterial 9,.12 2,22 Midway ve. Midway ve. atalina r.. urban arterial, F td. Year 27 able 1-2: xisting PM Peak-Hour ntersection ntersection Planned/Programmed mprovements dopted 27 ntersection ndigo r. 92@ hames d. illiamson lvd. Kennel lub 92@ Fentress lvd. est uy ndustrial Pkwy. ill France lvd. Midway ve. Midway ve.@ ichard Petty Midway ve.@ atalina r. F adopted FY ork Program includes resurfacing of 92 from.2 miles west of 1 to 83 (tem # Future onditions and ecommendations 1- shows the proposed and approved development projects in the immediate vicinity of the connector. able 1-3 provides summary of PM peak-hour intersection analysis for the years 22 and 23 for both no-build and build conditions. he recommendations for build conditions are listed in able 1- for phased implementation. ntersection able 1-3: Future PM Peak-Hour ntersection dopted 22 o-uild 22 uild 23 o-uild ndigo r. hames d. illiamson lvd. F F Kennel lub Fentress lvd. est uy ndustrial Pkwy. ill France lvd. Midway ve. Midway ve.@ ichard Petty Midway atalina r. 23 uild
2 trategic ntermodal ystem Highway s ssessment mprovement ategory Phase (mmediate mprovements able 1-: aytona each nternational irport ecommended mprovements 28 P osts** Phase (29-22 mprovements 28 P osts** Phase ( mprovements Geometric* perational dd second right turn at illiamson lvd. *** $1,1, - - dd a second left turn lane at 92 and illiamson lvd. *** $19,2 dd a second left turn lane at 92 and illiamson lvd. *** $3,2 ther otal - $1,1, $1,22, * ssume -2F design vehicle. ** osts of right-of-way, right-of-way support, landscaping, lighting, utility relocations and wetland mitigation are not included. *** hese recommended improvements are common for Greyhound us erminal and Greyhound aytona each 28 P osts**
3 V oadway : 7922 eginning MP: 1.23 nding MP: 1.97 Highway U V F H G. MY H aytona each ntl. irport Volusia tlantic cean F M * U: V 29 aytona each nternational irport PG U V F us top* P G V Y M us oute & oute #* Y H M H 9 P Y -9 to 92 (nternational peedway lvd to Midway ve to ntrance aytona each ( 9-9 G ity imits. F FX 1-1 Miles Y ( U V X merging Highway aytona each Greyhound us erminal X G aytona each ntl. irport verview V G 9 Y trategic ntermodal ystem ( Highway s ssessment MY 11 1 V oadway : 79 eginning MP: 1.2 nding MP: V G H V VU ( eminole Y V M PG PK V range F KG istrict 3-9 F K M KMM U istrict 2 istrict istrict 7 sceola revard -9 M istrict 1 istrict verview F istricts istrict MU
4 V U V M aytona each nternational irport -9 9 U 2 FF MP -9 F K M M 9 ( 92 MY H aytona each ntl. irport Volusia PG U V F tlantic cean F M P Y V Y M G P G V Y H to 92 (nternational peedway lvd to Midway ve to ntrance M H. Miles aytona each ( 9-9 P etland*. F FX.2 FM Floodplain* U V H Y9 2 ( X 9 ( M ity imits merging Highway aytona each Greyhound us erminal V P Highway X G F 1-2 Y K G aytona each ntl. irport xisting (Year 27 and Use G trategic ntermodal ystem ( Highway s ssessment Y P H G G H Y V M V V F M 9 ( Y PK F V 8 eminole Y V M PG PK V V VU ( range F KG istrict 3 xisting and Use* creage not zoned for agriculture gricultural * U: Florida Geographic ata ibrary (FG Mining etail / ffice ther -9 M entrally assessed Public / semi-public ndustrial ecreation Vacant / non-residential Vacant residential nstitutional esidential ater KMM U istrict 2 istrict istrict 7 sceola revard istrict 1 istrict verview F istricts istrict MU
5 trategic ntermodal ystem ( Highway s ssessment aytona each ntl. irport ntersection Geometry cale: 1 nch = 1 Feet Feet 92-9 MP 1 Feet 92-9 MP = 1 Feet 1-3a PY FF MP 13 Feet 92-9 MP = Feet G 1 Feet = Feet PY = 8 Feet 9 = 11 Feet 1 Feet 17 Feet 1 Feet 17 Feet 1 Feet = 1 Feet M = 7 Feet = 8 Feet = Feet HM = Feet Feet ndigo r. hames d. = Feet PY illiamson lvd. aytona peedway ntrance PY PY
6 Midway lvd. = Feet = Feet 1 Feet 8 Feet 1 Feet 11 Feet PY = Feet = Feet MY V Fentress lvd. ndustrial Pkwy. PY = Feet F = 7 Feet = 3 Feet = 8 Feet 1 Feet 2 Feet 3 Feet Feet 9 Feet 8 Feet Feet 1 Feet = Feet = 3 Feet = Feet = Feet = Feet 1 Feet 3 Feet Feet = Feet = Feet = 3 Feet F 1 Feet 1 Feet = Feet = Feet = Feet PKY PY U hopping enter ill France lvd. trategic ntermodal ystem ( Highway s ssessment aytona each ntl. irport ntersection Geometry cale: 1 nch = 1 Feet Feet 1-3b PY PY
7 MY V Midway ichard Petty lvd. Midway atalina r. trategic ntermodal ystem ( Highway s ssessment aytona each ntl. irport ntersection Geometry cale: 1 nch = 1 Feet 1-3c Feet 11 Feet = Feet MY V 8 Feet 11 Feet 11 Feet H PY = 3 Feet 9 Feet = Feet = Feet 11 Feet
8 17 (JMM Y Y 1 M 8 3 G (G G ( V H aytona each nternational irport * U: F MY H aytona each ntl. irport Volusia tlantic cean F PG eminole Y aytona each nt'l V irport U -9 K F M 1 ( 83 (Y M V V ( 8 V ( V M PG PK V range G 2( 7outh aytona KG istrict 3 M ( HY GY 9 1. P G V V Proposed * Y H ( pproved * Miles G 1 ( irport xecutive Park.7 1- ity imits merging Highway aytona each Greyhound us erminal Halifax Harbor Marina -9 M Highway Y H M ( aytona each ntl. irport s within Miles from V 2 Y9 Y P V (M trategic ntermodal ystem ( Highway s ssessment aytona each Greyhound us erminal aytona each 9 ( - dams Mark G M Y ( V M Port range - 3 V (M 3 H Y ( Y 3( 8-9 PG (M G HY V V ( 11 G 1 ( 3-9 Holy Hill V ( Y H -9 1 G P 9 ( 2 H 8 ( G ( P ( 7 KMM U istrict 2 istrict istrict 7 sceola revard istrict 1 istrict verview F istricts istrict MU
Daytona Beach Greyhound Bus Terminal Connector
trategic Intermodal ystem Highway onnectors ssessment aytona each Greyhound us erminal onnector Introduction aytona each is a seasonal town with large groups of out-of-towners descending upon the city
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