WELCOME! PURPOSE OF WORKSHOP
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- Cecil Martin Gilmore
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1 WELCOME! On behalf of he (), we welcome you o his Public Workshop for he grade separaed inersecion a US 113 and SR /SR in Georgeown. This projec is par of he US 113 Corridor Improvemen Plan, which includes proposed ransporaion improvemens along abou 30 miles of US 113 from Ellendale o he Delaware/Maryland sae line. The limis of his projec include he inersecion a US 113 and SR /SR and exend approximaely 1,000 fee o he norh and souh of he inersecion. Thank you for sharing your valuable ime and insighs. Jennifer Cohan Secreary PURPOSE OF WORKSHOP The purpose of his workshop is o obain inpu from you, he public, on he concep design alernaives for he proposed grade separaion. The projec eam is available o answer quesions and provide informaion on he projec. Commens will be acceped hrough March 30, 20. Informaion abou he projec and he abiliy o provide commens and suggesions on he projecs can be obained from he projecs websies a: hps://deldo.gov/informaion/projecs/us113-sr-sr-gsi/ US 113 AT SR / SR
2 PROJECT PURPOSE & NEED The purpose of he projec is o preserve mobiliy for local residens and businesses while providing roadway improvemens along US 113 ha would reduce congesion, improved safey, and accommodae anicipaed growh in local and seasonal raffic. Sussex Couny coninues o grow a a high rae. New developmen is rapidly replacing farm fields, and i is expeced o increase he Couny s populaion and employmen by approximaely 50 percen over he nex 20 years. Coninued developmen in he sudy area would require addiional access poins and raffic signals along US 113, resuling in greaer conflics, reduced safey, and increased raveler delays. This projec is needed due o he exraordinary growh along he US 113 corridor, and is burden on he local and regional ransporaion nework. Frederica STRATEGIC IMPLEMENTATION PLAN KENT COUNTY Legend 113 FIRST PRIORITY SECOND PRIORITY 14 THIRD PRIORITY Milford 1 FEBRUARY 20 SUSSE COUNTY US 113 access managemen, Robbins Road o VFW Road US 113 / Sayonville Road / Fleaown Road grade separaion MILFORD AREA ELLENDALE AREA DELAWARE BAY US 113 / SR 16 grade separaion and fronage roads US 113 / Wilson Road grade separaion Ellendale 16 US 113 / McColley s Chapel Road / Old Sae Road grade separaion and fronage road 113 US 113 access managemen, Robbins Road o VFW Road Milon Lewes EA A R E A ARE L DA WN N LE ETO L E RG O GE US 113 / SR / SR grade separaion US 113 / US 9 grade separaion Georgeown US 113 / Wilson Road grade separaion US 113 / Arrow Safey Road grade separaion US 113 / Redden Road grade separaion 9 US 113 / Speedway Road / Kruger Road grade separaion US 113 / SR / SR grade separaion A RE EA A LE N AR A D W EN TO L EL RGE O GE US 113 / Souh Bedford Sree grade separaion Rehoboh Beach US 113 / US 9 grade separaion 5 9 Georgeown 24 US 113 / Arrow Safey Road grade separaion US 113 / Speedway Road / Kruger Road grade separaion US 113 / Governor Sockley Road grade separaion US 113 / Souh Bedford Sree grade separaion 5 9 SR 24 connecor and grade separaion a US 113 US 113 / Governor Sockley Road grade separaion 20 1 US 113 / Avenue of Honor grade separaion ATLANTIC OCEAN 20 EA EA R R A N H A OW UT T E -SO G OR ORO E G SB LL MI US 113 / Avenue of Honor grade separaion US 113 widening and access managemen Hardscrabble Road o Dagsboro Road Millsboro A A E E AR AR N H W O UT T E -SO G R RO O GE SBO LL I M Millsboro US 113 / SR 24 shor-erm improvemens Dagsboro US 113 corridor capaciy preservaion, Dagsboro Road o Maryland sae line Frankford Behany Beach 113 Selbyville DELAWARE MARYLAND Miles US 113 AT SR / SR
3 LOREM IPSUM PROJECT BACKGROUND AND SCHEDULE The inersecion a US 113 and SR /SR was deermined o be a prioriy ransporaion improvemen due o he exising raffic congesion and repored crash raes. During summer peak periods, he inersecion operaes a Level of Service (LOS) E wih an average delay of 78 seconds per vehicle. The hreshold for LOS F is 80 seconds. By 2040, wihou any improvemens, he average delay during summer peak periods will be over 260 seconds and vehicle queues will exend well beyond he exising capaciy. Beween February 2015 and February 20, a oal of 128 crashes were repored a he inersecion, which is he highes rae among inersecions in he Georgeown Area. Among he repored crashes here were 105 (82%) rear end crashes and 43 (34%) were easbound righ-urn, rear end crashes. Tweny-wo (17%) of he repored crashes involved an injury and 36 (28%) crashes were repored during he summer. As new developmen coninues and raffic increases along he US 113 corridor, he raffic congesion ha currenly occurs only during he summer monhs will frequenly occur during non-summer weekday peak periods US SR / Traffic PROJECT SCHEDULE Design Righ-of-Way Acquisiion Sar Consrucion US 113 AT SR / SR
4 PROPERTY ACQUISITION PROCESS PROPERTY ACQUISITION PROCESS If i is deermined ha all or a porion of your propery is necessary for he projec improvemens, will conac you well in advance of any consrucion aciviy and follow he process oulined below: RELOCATION PROCESS There are wo basic ypes of relocaion processes: Residenial. Public Workshops Non-Residenial (Commercial/Indusrial). 's Righ of Way saff aends workshops when here are poenial righ of way impacs. Saff begins o inerac wih propery owners who may be impaced a he ime. Appraisal Process mus have a Fair Marke Value, in wriing, for all acquisiions. Owners are given he opporuniy o accompany he appraiser. All appraisals are reviewed by a licensed appraiser. Negoiaions An Agen will conac he owner in person or via mail o begin he Residenial Tighly conrolled by 49 CFR, Par 24 and Tile 29, Chaper 93 (Federal Regulaions) and Delaware Code. Owners/Tenans are provided various opions including housing/renal supplemens and moving coss. Owners/Tenans are no required o vacae unil offer has been made, lisings of available comparable housing has been provided, and he Sae has acquired legal ownership of he propery. Non-residenial negoiaion process. The Owner will receive a copy of he Sae's appraisal or Waiver Valuaion Moving coss and re-esablishmen expenses as well as advisory assisance is offered. for non-complex acquisiions. The Owner will receive a wrien confirmaion of he offer. The Owner has he righ o have heir own appraisal performed, which will be reviewed by. will review any couner offers by he owners o deermine ha i has meri. may ener ino an Adminisraive Selemen if jusified and documened. Closing If an agreemen is reached, and he owners move o a selemen process. If no agreemen is reached, can move o acquire he righ-of-way need hrough eminen domain. Cases can sill be seled wihou a rial. US 113 AT SR / SR
5 STAY INFORMED We encourage all residens, propery owners, business owners, and hose who ravel along US 113 o say informed and provide valuable feedback o he Projec Team by: Aending Public Workshops/Hearings. Filling ou a Commen Form. Checking he Projec websie for updaes: hps://deldo.gov/informaion/projecs/us113-sr-sr-gsi/ Feel free o conac us wih quesions or commens by: Phone: (in DE) or Mail: dopr@sae.de.us Communiy Relaions P.O. Box 778 Dover, DE THANK YOU! We hank you for aking he ime o review onigh s maerials and for paricipaing in he workshop. Your insighs and suggesions are valuable and grealy appreciaed. Your commens will be considered as we move forward wih he design. Jennifer Cohan Secreary US 113 AT SR / SR
6 ALTERNATIVE A ADVANTAGES S rd o f ed B S. Bram hall S Norh Georgeown Elemenary School S rh No W ll S ha am Br Provides direc, free flow ramps for major volume movemens Consrucabiliy - new alignmen of SR /SR overpass a US 113 Previously suppored by Georgeown Working Group and general public Provides beer poenial for bike/ped access across US 113 Three phase signal operaion a ramp erminals DISADVANTAGES OVERPASS SR / SR OVER US 113 WN or h S Greaer R/W impacs - limis exising access along US 113 Minimum design speed (25 MPH) loop ramp for NB o WB movemen No hrough movemens a ramp erminals CLOSE CROSSOVER (TYPICAL) Walmar Redner s DEL TECH Enn is S US 113 AT SR / SR
7 ALTERNATIVE B ADVANTAGES Bramhall Bramhall S S Provides direc, free flow ramps for major volume movemens W Norh Norh S S Consrucabiliy - new alignmen of SR /SR overpass a US 113 Provides beer poenial for bike/ped access across US 113 Three phase signal operaions a ramp erminals Norh Georgeown Elemenary School S. Bedford S OVERPASS SR /SR OVER US 113 Bramhall Bramhall S DISADVANTAGES Greaer commercial R/W impacs Minimum design speed (25 MPH) loop ramps No hrough movemens a ramp erminals W Norh S Easbound o Souhbound movemen has less direc, lower speed access Closer spacing beween ramp erminals Walmar CLOSE CROSSOVER (TYPICAL) Redner s DEL TECH Ennis S US 113 AT SR / SR
8 ALTERNATIVE C Bramhall Bramhall S S ADVANTAGES W Norh Norh S S Maximizes raffic flow hrough one signalized inersecion Reduces righ-of-way impacs full acquisiion of SW quadran no required Improves safey - simulaneous lef-urns reduces poenial l S. Bedford S OVERPASS W / SR / SR OVER US 113 Bramhall Bramhall S for more severe angle crashes Allows for beer geomery for lef-urns - heavy vehicle access DISADVANTAGES No Norhbound/Souhbound US 113 hrough access a ramp W Norh S erminals Higher consrucion coss - increased srucure coss for bridge Very difficul o consruc while mainaining raffic Walmar CLOSE CROSSOVER (TYPICAL) Limis bike/ped access Driver confusion Redner s DEL TECH Ennis S US 113 AT SR / SR
9 ALTERNATIVE D Bramhall Bramhall S S ADVANTAGES Maximizes raffic flow hrough one signalized inersecion W Norh Norh S S Reduces righ-of-way impacs full acquisiion of SW quadran no required Provides local access service roads for business access S. Bedford S Bramhall Bramhall S DISADVANTAGES No Norhbound/Souhbound US 113 hrough access, significanly limiing business access Higher consrucion coss - increased srucure coss for OVERPASS US 113 OVER SR /SR CLOSE CROSSOVER (TYPICAL) MSE walls and bridge Very difficul o consruc while mainaining raffic W Norh S Limis bike/ped access Visual impacs of US 113 overpass a SR /SR as dividing he Town Sigh disance consrains wih inersecion below US 113 Walmar TRAFFIC AT GRADE overpass Driver confusion Redner s DEL TECH Ennis S US 113 AT SR / SR
10 ALTERNATIVE E W ll S ha am Br S rh No Provides convenional urning movemens for grade separaion Mainains local access and provides Norhbound/ Souhbound hrough movemens Consrucabiliy - lower consrucion coss S rd o f ed B S. DISADVANTAGES Signalized inersecion conrol a closely spaced ramp erminal - reduced vehicle sorage Higher poenial for angle crashes - lef-urns a ramp erminals Greaer R/W impacs Less direc movemens for Norhbound o Wesbound and Easbound o Souhbound WN or h S OVERPASS SR / SR OVER US 113 Bram hal l S n oll ADVANTAGES CLOSE CROSSOVER (TYPICAL) Walmar Redner s En n is DEL TECH S US 113 AT SR / SR
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