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 for various events, most notably for peed weeks in early February when over 2, fans come to attend the season-opening aytona. ther events include the oke Zero race in July, ike Week and spring break in early March, iketoberfest in mid ctober, and the olex 2 Hours of aytona endurance race in January. aytona each Greyhound provides one way and round trip bus transportation services to Jacksonville, rlando, Miami, and other major cities around the state. he bus terminal includes a icket ffice, a Western Union window, ecurity ockers, and a outhern Komfort axi station and the terminal operates from 7: am to 1:3 pm. aytona each Greyhound us erminal onnector as shown in 2-1provides direct access for buses between the subject hub and, a Florida Interstate Highway ystem facility. he bus terminal meets distance criterion as the terminal is located greater than miles from the nearest I hub of the same type, and meets merging I minimum size criteria as the terminal handles, interstate or interregional passengers per year. xisting onditions he connector is a.1-mile segment and traverses U 92 and U 1. and use along the connector is primarily retail and residential as shown in 2-2. outes 9, 1, 11 and are operational on the connector. idewalks are present along U 92 providing walk access from primarily retail facilities to fixed route 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 2-1. It indicates that segment of U 92 between Williamson oulevard and ill France oulevard is currently operating deficiently. he results of PM peak-hour intersection analysis conducted using YH is shown in able 2-2. It indicates that the U 92 intersections, at Williamson oulevard, ova oad and at U 1 are operating deficiently. xisting intersection geometry including turn-radius, lane width, etc. is shown in s 2-3a through 2-3e. oad ame From o able 2-1: xisting aily rterial ection ength (mi rea ype Facility ype anes Year 27 2 (% Peak Hour irectional olumes U 92 amps Williamson.71 urban arterial 8,.28 2, U 92 Williamson ill France 1.13 urban arterial 9,.12 2,22 U 92 ill France lyde Morris.8 urban arterial 2,.28 2,198 U 92 lyde Morris ova oad.93 urban arterial,.18 2,328 U 92 ova oad MK lvd..78 urban arterial 29,.28 1,7 U 92 MK lvd. U 1.38 urban arterial 28,.28 1,1 U 1 range ve. U 92.3 urban arterial 32,. 1,2 F td. Year 27 able 2-2: xisting PM Peak-Hour Intersection Intersection Planned/Programmed Improvements dopted 27 Intersection off-ramp @ U 92 U 92 @ Indigo r. U 92 @ hames d. U 92 @ Williamson lvd. U 92 @ Kennel lub U 92 @ Fentress lvd. U 92 @ est uy U 92 @ Industrial Pkwy. U 92 @ ill France lvd. U 92 @ Midway ve. U 92 @ Hagen errace U 92 @ lyde Morris lvd. U 92 @ White t. U 92 @ enaca lvd. U 92 @ ova d. U 92 @ dams t. U 92 @ incoln t. U 92 @ Martin uther King lvd. U 92 @ U 1 F adopted FY28-213 Work Program includes resurfacing of U 92 from.2 miles west of 1 to lyde Morris oulevard ( 83 (Item # 1991 and widening of lyde Morris oulevard from lanes to between eville oad ( and U 92 (, International peedway lvd, including sidewalks (Item # 81781. Future onditions and ecommendations 2- shows the proposed and approved development projects in the immediate vicinity of the connector. able 2-3 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 2- for phased implementation.
trategic Intermodal ystem Highway onnectors ssessment Intersection able 2-3: Future PM Peak-Hour Intersection dopted 22 o-uild 22 uild 23 o-uild off-ramp @ U 92 U 92 @ Indigo r. U 92 @ hames d. U 92 @ Williamson lvd. F F U 92 @ Kennel lub U 92 @ Fentress lvd. U 92 @ est uy U 92 @ Industrial Pkwy. U 92 @ ill France lvd. U 92 @ Midway ve. U 92 @ Hagen errace U 92 @ lyde Morris lvd. U 92 @ White t. U 92 @ enaca lvd. U 92 @ ova d. F U 92 @ dams t. U 92 @ incoln t. U 92 @ Martin uther King lvd. U 92 @ U 1 F F 23 uild
trategic Intermodal ystem Highway onnectors ssessment Improvement ategory Phase I (Immediate Improvements able 2-: aytona each Greyhound us erminal onnector ecommended Improvements 28 P osts** Phase II (29-22 Improvements 28 P osts** Phase III (221-23 Improvements Geometric* - - - - - - 28 P osts** dd second right turn at Williamson lvd. *** $1,1, dd a second left turn lane at U 92 and ova d. $1,27,2 dd a second left turn lane at U 92 and Williamson lvd. *** $19,2 perational ther Modify through and shared right turn to exclusive through and right turn lanes at U 92 and ova d.(add a right turn lane irectional signage improvements along the connector. $,8 Modify through and shared right turn to exclusive through and right turn lanes at U 92 and U 1(add a right turn lane Modify through and shared right turn to exclusive through and right turn lane at U 92 and U 1(add a right turn lane $388,8 $, dd a second left turn lane at U 92 and Williamson lvd. *** Modify through and shared right turn to exclusive through and right turn lanes at U 92 and ova d.(add a right turn lane $, - - - - otal - $1,27,2 - $2,12, - $1,97, * ssume W-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 onnector and Greyhound aytona each onnector $3,2 $7,2
G 9 us oute & oute #* us top* * U: 29..8 1.2 Miles 1 I W MY H olusia I FI I tlantic cean H U 7 H I G M I I U aytona each Greyhound us erminal onnector P G H U Y 8 3( J I aytona each 9 I to U 92 to idgewood ve to ntrance merging I Highway onnector aytona each Intl. irport onnector 1 J 2-1 ity imits I Highway onnector F F I U H aytona each Greyhound us erminal 1 3 trategic Intermodal ystem (I Highway onnectors ssessment W F I oadway I: 791 eginning MP: 32.93 nding MP: 32.9 aytona each Greyhound us erminal onnector - verview U U 11 oadway I: 79 eginning MP: 1.2 nding MP: 2.8 U ( H M 3 M I M F U H U I X (M X F I WH X Y 3( 8 3 P I M WI PIG 12 JU KG I W range 3 KM outh aytona G I ( IM IUI WI W 9( G I H I M PIG WI PK H 9 I 8 (U K H 11 W I I U W U 8 ( eminole aytona each International irport G WY MI I KIIMM U 2 7 sceola revard 1 verview F s MU
I F I aytona each Greyhound us erminal onnector - xisting (Year 27 and Use to U 92 to idgewood ve to ntrance G ity imits merging I Highway onnector aytona each Intl. irport onnector FM Floodplain* ( Y M U 8 3 I tlantic cean H U F FI I W MY H olusia I aytona each Greyhound us erminal onnector H I G 1.2 P G H U I I I.8 Miles J Y I aytona each P Y Wetland*. 2-2 I Highway onnector H I trategic Intermodal ystem (I Highway onnectors ssessment F M J Y aytona each Greyhound us erminal F I U F F J G FU U U 3 K H U 3 W U F U H U IW MY U J IM K M (M H 3 I (M 3 WH I I M X (M X F I WH X Y 3( 8 3 P I M 1 WI PIG Industrial Institutional KG Mining Public / semi-public G I ecreation esidential I etail / ffice KM range 3 * U: Florida Geographic ata ibrary (FG ther outh aytona ( IM W WI creage not zoned for agriculture gricultural W entrally assessed IUI 9( I M PIG WI PK H 9 I JU xisting and Use* G I H 8 (U K H W I I U W I I G M H U 8 ( eminole aytona each International irport G WY MI W acant / non-residential acant residential Water I KIIMM U 2 7 sceola revard 1 verview F s MU
@ U 92 U 92 W MP 1 Feet U 92 W MP = 1 Feet I PWY W U 92 FF MP 13 Feet U 92 W MP = Feet IIG 1 Feet = Feet I PWY W = 8 Feet 9 = 1 Feet 17 Feet 1 Feet 17 Feet 1 Feet = 1 Feet WIIM = 7 Feet = 8 Feet 12 Feet = Feet HM = Feet Feet U 92 @ Indigo r. U 92 @ hames d. = Feet I PWY W U 92 @ Williamson lvd. U 92 @ aytona peedway ntrance trategic Intermodal ystem (I Highway onnectors ssessment aytona each Greyhound us erminal onnector Intersection Geometry cale: 1 Inch = 1 Feet 1 2 3 Feet 2-3a I PWY W I PWY W
U 92 @ Midway lvd. = Feet = Feet 1 Feet 8 Feet 1 Feet I PWY W = Feet = Feet MIWY U 92 @ Fentress lvd. U 92 @ Industrial Pkwy. I PWY W = 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 I F 1 Feet 1 Feet 12 Feet = Feet = Feet = Feet IUI PKWY I PWY W U 92 @ hopping enter U 92 @ ill France lvd. trategic Intermodal ystem (I Highway onnectors ssessment aytona each Greyhound us erminal onnector Intersection Geometry cale: 1 Inch = 1 Feet 1 2 3 Feet 2-3b I PWY W I PWY W
U 92 @ White t. Feet = 3 Feet WHI = Feet 7 Feet 11Feet = 3 Feet = Feet I PWY W WHI G WY = Feet MIWY IH PY 8 Feet 9 Feet = Feet = 3 Feet = 3 Feet = 3 Feet = 3 Feet = 23 Feet 19 Feet 2 Feet = 1 Feet 22 Feet I PWY W I = 12 Feet = 3 Feet I = Feet I = 1 Feet MIWY Midway lvd. @ ichard Petty lvd. Midway lvd. @ atalina r. U 92 @ W.of orsair r. U 92 @ lyde Morris lvd. trategic Intermodal ystem (I Highway onnectors ssessment aytona each Greyhound us erminal onnector Intersection Geometry cale: 1 Inch = 1 Feet 1 2 3 Feet 2-3c (Y MI I PWY W
M = 3 Feet = 2 Feet Feet Feet = 2 Feet 7 Feet = 3 Feet PWY W U 92 @ dams t. KH = 3 Feet Feet 8 Feet = Feet = Feet = 3 Feet HY J I PWY W 1 Feet 1 Feet 1 Feet 12 Feet = 7 Feet = 9 Feet = 7 Feet = 8 Feet U 92 @ eneca t. WHI U 92 @ ova d. trategic Intermodal ystem (I Highway onnectors ssessment aytona each Greyhound us erminal onnector Intersection Geometry cale: 1 Inch = 1 Feet 1 2 3 Feet 2-3d I PWY W
WIG IGW = 3 Feet = Feet = 2 Feet = 3 Feet I PWY W J U 92 @ U 1 = Feet = 3 Feet I 8 Feet 8 Feet = 3 Feet 7 Feet 7 Feet = 3 Feet I PWY W HM P MI UH KIG = Feet Feet Feet = 3 Feet 8 Feet 7 Feet = 3 Feet = 2 Feet I PWY W U 92 @ incoln t. U 92 @ MK lvd. trategic Intermodal ystem (I Highway onnectors ssessment aytona each Greyhound us erminal onnector Intersection Geometry cale: 1 Inch = 1 Feet 2-3e 1 2 3 Feet J
17 (JIMM Y Y 1 M 8 3 W G (G I G ( H U aytona each Greyhound us erminal onnector olusia tlantic cean F eminole Y aytona each Int'l irport U ( 8 I M PIG WI PK IUI range K F M 1 ( outh aytona KG 3 ( IG I ( 83 (Y MI (WI WI PIG M 9 aytona each International irport * U: F 29 2.1 W MY H HY GY 1. P G ( Proposed I* Y H W M I pproved I* Miles IG 1 ( 7 2 W I- 2- ity imits.7 Halifax Harbor Marina irport xecutive Park I Highway onnector merging I Highway onnector aytona each Intl. irport onnector Y HW M aytona each Greyhound us erminal onnector - Is within Miles from onnector I (I W Y W P U ( I M trategic Intermodal ystem (I Highway onnectors ssessment aytona each Greyhound us erminal W I 9 ( aytona each 2 Y9 W dams Mark G M Y ( M Port range I- 3 (M 3 HI Y ( Y 3( 8 I PG (M G HY I I ( 11 W I G 1 ( 3 Holy Hill ( Y HW 1 G P 9 ( 2 H 8 ( U G ( P 9 1 8 ( 7 I KIIMM U 2 7 sceola revard 1 verview F s MU