FLORIDA STATE HIGHWAY SYSTEM LEVEL OF SERVICE REPORT 2014 FLORIDA DEPARTMENT OF TRANSPORTATION
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FLORIDA STATE HIGHWAY SYSTEM LEVEL OF SERVICE REPORT 2014 FLORIDA DEPARTMENT OF TRANSPORTATION
FLORIDA STATE HIGHWAY SYSTEM LEVEL OF SERVICE REPORT 2014 FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT TWO September 2015 1. Existing SIS – Highway corridors that play a critical role in moving people and goods to and from other nations and states, and among economic regions within Florida. (Required to be on the Florida Intrastate Highway System (FIHS) or National Highway System (NHS) serving major markets in Alabama and Georgia.) FLORIDA DEPARTMENT OF TRANSPORTATION 2198 Edison Avenue, Jacksonville, Florida 32204-2730 GROWTH MANAGEMENT PLANNING OFFICE The Department’s Level of Service (LOS) Report provides analysis consistent with the adopted Florida Department of Transportation LOS Standards for all the State Road and Strategic Intermodal System facilities, and the locally adopted LOS for the Counties and Municipalities within District Two. The analysis is based on the information contained in the Local Governments’ adopted Comprehensive Plans and FDOT’s Generalized LOS Tables. This report provides historic volumes (2013 and 2014), projected volumes, and the estimated LOS for the years 2019 and 2035. 2. Emerging SIS – Highway corridors that are of statewide or interregional significance, but do not currently meet the criteria for inclusion as SIS. These facilities meet different thresholds today and are potential candidates for inclusion in future updates as SIS. (Required to be on the FIHS or State Highway System (SHS) serving Rural Areas of Critical Concern.) 3. SIS Connector – Highways that connect SIS hubs to SIS corridors. (May be either on the SHS or off-system.) Strategic Intermodal System (SIS): Florida's Strategic Intermodal System is a transportation system that consists of the following: • Statewide and regionally significant facilities and services (strategic) • All modes of transportation for moving both people and goods, including linkages that provide for smooth and efficient transfers between modes and major facilities (intermodal) • Integrated individual facilities, services, modes of transportation and linkages into a single, integrated transportation network (system) 4. Emerging SIS Connector – Highways that connect SIS hubs to SIS corridors. (May be either on the SHS or off-system.) Disclaimer: FDOT LOS analysis found in this Report is based on FDOT’s 2013 LOS standards published 12/18/12. The tables include traffic projections that are based on ten years of historical counts (when available). The Department’s LOS Report does not incorporate any vested trips from the Local Governments’ Concurrency programs and therefore may not be consistent with the Local Governments’ Concurrency tables. If you need assistance, please contact: Ameera Sayeed District Growth and Development/Modeling Supervisor (904) 360-5647 [email protected] Florida’s SIS was established in 2003 to enhance Florida’s economic competitiveness by focusing limited state resources on those transportation facilities that are critical to Florida’s economy and quality of life. In this report, SIS facilities are identified based on the following definitions: Page 1 Area Type: Area type relates directly to the Minimum Level of Service Standards (Table 8.1) published by the Department of Transportation in the Level of Service Handbook. Urbanized Areas over 500,000 = areas defined as urbanized in the latest census (1,000 people per square mile with a total population of 500,000 or more). In District Two this only applies to the Jacksonville urban area. Table 1 in the Level of Service Handbook. Urbanized Areas under 500,000 = areas defined as urbanized in the latest census (1,000 people per square mile with a total population under 500,000 and over 50,000). In District Two this only applies to Gainesville and St. Augustine. Table 1 in the Level of Service Handbook. Transitioning = areas between the urbanized boundary as defined in the last census (1,000 people per square mile with a total over 50,000) and those areas within the Metropolitan Planning Organization boundary. Table 2 in the Level of Service Handbook. Urban = areas defined as urban in the latest census (1,000 people per square mile with a total population over 5,000). Table 2 in the Level of Service Handbook. Community = incorporated areas outside urban and urbanized areas, or unincorporated developed areas having 500 population or more identified by local governments in their local comprehensive plans and located outside of urban or urbanized areas. For the purpose of LOS, Communities fall under Rural Developed Areas. Table 3 in the Level of Service Handbook. Rural = all areas that fall outside the Urbanized, Transitioning, Urban, and Community designations. Rural areas are areas which do not meet any other area criteria. Table 3 in the Level of Service Handbook. Committed: Indicates if improvements are planned for construction on the segment within the first three years of the work program and have been included. FDOT District Two Level of Service Glossary Road: Interstate or State Road designation. State Roads are presented in numeric order. Individual roads are generally presented from west to east and south to north as they run through the county. Off system roads that are classified as SIS Connectors are listed last. Location: Indicates if the segment is within the County or another local jurisdiction. Map ID: Segment number shown on reference maps. Each segment number only occurs once within a county. Segments have been renumbered to occur sequentially and reflect changes made to better reflect the network. Local: Local name for the segment. This may include other State Road or Federal designations. The hierarchy is S.R./U.S./local name. Lanes: The number of lanes in both directions for 2-way roads and directional for 1-way facilities. D = Divided, U = Undivided, 1W= One-Way. A designation of 4/2 indicates the number of lanes on a freeway, plus auxiliary lanes. All freeways are divided. 4/D = 4 lane divided 4/U = 4 lane undivided 3/1W = 3 lane one-way 4/2 = 4 lane freeway plus 2 auxiliary lanes Facility: Indicates the roadway classification and relates directly to the Level of Service Tables published by the Department of Transportation. Freeway reflects a limited access facility, typically an interstate with high speeds moving long distance traffic. Highway reflects occasional signalization with speeds over 50 miles per hour. Arterials are normally found within urban or urbanized areas with posted speeds less than 50 miles per hour, and are classified based on posted speed. Page 2 last year due to changes in segment breaks, a change in K factors, and the addition or deletion of count sites. 2014 Count: Peak hour, bidirectional count for the year 2013 using the listed count sites. LOS: The Level of Service based on the 2014 counts. Growth Rate: The growth rate on the segment is based on the straight line trend of the last ten years of data. Miles: Length of the segment in miles. Speed: Posted speed. Count Station #: Reference numbers of the count stations used for determining the traffic volume on the segment. If multiple 2way count stations are used, the values are averaged. Count stations from adjacent segments may be included for long rural segments. The first two digits of the count station number indicate the county in which the counts were collected. No letter after the count station number indicates the volume is computed from data collected in the current year. A “c” after the station number indicates it is a current year classification count. Std Source: Indicates the FDOT and the local government level of service standard. LOS STD: The minimum level of service standard. Presented for the Peak Hour. MSV Adj: This is an adjustment factor applied to the Maximum Service Volume published in the LOS tables. Lanes Median Left-turn Lanes Adjustment Factors 2 Divided Yes + 5% 2 Undivided No - 20% Multi Undivided Yes - 5% Multi Undivided No - 25% • Trended Forecast: This is a straight line trended value based on linear growth over the last ten years. A trended volume for the current year and future years is calculated. All trended values will be greater than the current year volume. • 1 Percent Forecast: If the 10 year trend is less than 1 percent, a 1 percent trend is assumed as the growth rate from the current year. • Variable Forecast: If the trend line forecast is below the current AADT, the current AADT value is used until it falls below the trended value. This normally occurs within a short period of time. A Var designation is shown to indicate that the forecast is based on a 0 percent growth rate until the volume intersects the trend line, at which point the trend line values are used. The trend line growth rate is posted below the Var designation. Projections: 2019: Estimated Peak Hour traffic volumes for the year 2019. LOS: the Level of Service based on the estimated 2019 volumes. 2035: Estimated Peak Hour traffic volumes for the year 2035. LOS: the Level of Service based on the estimated 2035 volumes. To estimate the maximum service volume on a 1-way segment, a factor of 60 percent is applied to the equivalent 2-way facility. Maximum Service Volume (MSV): The maximum Peak Hour service volume based on the minimum level of service. All values are based on the latest published FDOT Generalized LOS Tables. 2013 Count: Peak hour, bidirectional count for the year 2012. The volumes reported on segments for 2012 may be different from Page 3 K: The K value derived from the standard K methodology adopted by the FDOT Level of Service Office. This value is a statewide average for the facility type and area type. This value is used to calculate the peak hour volume based on the AADT. Segment Description: All roadway segments are defined in a From and To format. All segment breaks were reviewed in 2013. Minor changes have been made to reflect changes in municipal boundaries and capacity projects. For a clearer understanding of which agency is responsible for the LOS on a segment, all segments have been broken when crossing city limits. The criteria for determining where to place segment breaks includes the intersection of state roads, where the area type changes, where the facility type changes, where the number of lanes changes, the posted speed changes significantly, or the volume of traffic changes significantly. County: Although not labeled, the county for which the table applies is identified in the top left corner of the table. Counties are presented in alphabetical order. Page 4 DISTRICT 2 OVERVIEW 2014 PEAK HOUR LEVEL OF SERVICE l ) NASSAU xMadison ) Â ? $ a " ! £ ) MADISON { ) Perry TAYLOR HAMILTON ¼ + ½ ? BAKER LOS B » )A o Ó A y DUVAL A ¥ ) LOS A ( h & % Jacksonville G U L F O F M E X I C O ) y COLUMBI A $y c " ! A A x ) ¼ ¦o A ì ? ) $ a " ! Lake A Ä x City ( ) h & % } A SUWANNEE ) l n UNION ¼A + Ó ? É ! A ¡ ) Ê ? $) b " A Ó v Lake Î ? Green Cove è ? Mayo ) ¥ Butler È A s ) Î Springs ? Starke St. ì ? Î Augustine ST. ? CLAY ) BRADFORD o LAFAYETTE JOHNS Ý A Ó ? Ð ? n A ä A ÇA A ¾! A } $ c " GILCHRIST Ö ? ½ A A L A C H U A Ó n A lA ) s ) Ø P U T N A M Palatka ? ¡ ? ) Gainesville p) ) v ) è t) Ó ? Ø ! ? Trenton â? { Newberry n A $A b " Ò ? Ò Ø ? o ) DIXIE Ò ? Ñ ? } A ¥ ) Þ A Ö ? Bronson ã A t ) s ) LEVY v ) Ö ) ? p { A ) } Live Oak § A Mcclenny $ a " ! N E A O C ) s p ) ) ¡ v Jasper ) Fernandina Beach LOS C T I C A N A T L $ b " ! © îA ? $ c " ! LOS D LOS E LOS F SIS Roadway County Boundary Water Body Data S ources: 1. FDOT Office of Transportation Statistics 2. Florida Geographic Data Library (FGDL) *Segm ent Map ID is referenced in LOS Report. Disclaim er: This document is for general planning purposes only. It is not intended for precise measurements. 0 O 10 Miles 20 DISTRICT TWO LEVEL OF SERVICE REPORT SEPTEMBER 2015 BRADFORD COUNTY BAKER BRADFORD COUNTY OVERVIEW 2014 PEAK HOUR LEVEL OF SERVICE " A » ¥ ) 17 NW COU N TY R OA D 1 " UNION UN N W CO Î ? NW CO U " N TY R NW 21 NW 6T LOS B 25 LOS C Law t ey 22 5 OAD TY R 1 LOS A 16 T HS " " LOS D 21 LOS E " 225 " 15.1 LOS F 22 Segment Break " Segment Map ID* 15 COUNTY R OAD 233 SIS Roadway " AD O CR -237 C UN BRADFORD " " 20 Star ke " 9 2 " 13 SW CO U N TY RO AD CO U N TY R OAD 22 SW 18 CR-2 31 SW C O UN TY NE 173RD ST " 4 3 " 4.1 " " 12 " 8 " 5 227 Nature Preserve " Water Body Data S ources: " 19 19.1 1. FDOT Office of Transportation Statistics 2. Florida Geographic Data Library (FGDL) *Segm ent Map ID is referenced in LOS Report. 11 CR-325 A » Ham pt o n ¥ ) 7.1 SE CO U n A N TY RO AD Disclaim er: This document is for general planning purposes only. It is not intended for precise measurements. 18 7 " 0 O 2.5 Miles " S E 8TH AVE ALACHUA City Limits Î ? " 18 County Boundary CLAY 11.1 AD RO " 15 " " " 5.1 Bro ok er 5 14 " 5 " 23 S W 1 01 T AVE S O D 10 C R - 225 Ð ? SW " RO A TY 229 n A " 6 Ó ? " DISTRICT TWO LEVEL OF SERVICE REPORT SEPTEMBER 2015 5 SW COUNTY ROAD 235A 1 23 SW ST AT E RO AD SW 175TH AVE 2014 PEAK HOUR LEVEL OF SERVICE MELVIN ST Bro ok er MICHIAN AVE CH A RLOTT E AV ELM ST MAPLE ST N EAST ST CHE R RY SW 119T LOS B LOS C H WAY LOS D LOS E SW 118TH WAY LOS F ST Segment Break " E Segment Map ID* 15 SIS Roadway County Boundary City Limits VICTOR ST HARRELL ST COLSON ST R MAN D KLIE N CHARLOTTE AVE EAST ST " S WARD ST LINE ST DR BRADFORD AVE S BLOXHA M ST S WI LE S PINE ST N PINE ST VE EA ON ST T TE OLIV E AVE CEDAR DR SCHOOL ST E AV AN N BLOXHAM S T N H IG M IC Nature Preserve GREEN ST " SW C OUNTY ROAD 18 PARKER ST Water Body Data S ources: 1. FDOT Office of Transportation Statistics 2. Florida Geographic Data Library (FGDL) PINHOLSTER ST *Segm ent Map ID is referenced in LOS Report. SW 114TH ST 20 C R-23 1 A Æ Ç A SW 167TH AVE Ð ? LOS A SW 120TH ST 5. 1 CR-231 5 BRADFORD COUNTY BROOKER BRADFORD Disclaim er: This document is for general planning purposes only. It is not intended for precise measurements. 0 O Miles 0.15 DISTRICT TWO LEVEL OF SERVICE REPORT " SW 167TH CIR SEPTEMBER 2015 BRADFORD COUNTY LAWTEY NW 241ST ST NW 240TH WAY + ¹ » A 17 NW 235TH ST LOS C LOS E NE 236TH ST NE 12TH AVE " LOS F Segment Break " Segment Map ID* 15 NE COUNTY ROAD 125 SIS Roadway ST ST BU 21 BR 1 ST ST 16 SE NE 6TH AV E Disclaim er: RD This document is for general planning purposes only. It is not intended for precise measurements. OW N 0 RD LE EA VE NE 223RD ST " B 200 15.1 Miles 0.3 NE 10TH AVE NE 219TH ST DISTRICT TWO LEVEL OF SERVICE REPORT SEPTEMBER 2015 AD RO TY E CO UN TH AV NE NE 17 O 0.15 225 JON ES LN 22 PAUL LN " RG NE 1 1 TH 0 0A C R -2 D LE 2N D NE ST A » ¹ + NW 219TH ST NE 1 3T H NE TO N " NW 223RD S T BRADFORD RD NE 227TH ST MID PA R K IN G ER ES T ST GR O WA SH RT 1S T ST CA 1. FDOT Office of Transportation Statistics 2. Florida Geographic Data Library (FGDL) NE 5TH AV E ISE Data S ources: *Segm ent Map ID is referenced in LOS Report. NE 4T H ST NE 5T H ST ES T NRO MS PIN VE ST MO NW 24TH AVE YD R Water Body BRA D EN ADA NW 26TH PL LE 16 NW 228TH ST NW COUNTY ROAD 225 K IN 20 0 MC ST NDO N RD ON AVE E RS SR JEF F LYNWOOD AV E ST City Limits Nature Preserve ST S ON County Boundary Law t ey ES T JA C K CRAPSE DR OL IV NW 27TH AVE TRUMAN DR LN NW 29TH AVE LOS B LOS D NW 236TH ST NW COUNTY ROAD 125 LOS A NE 7TH AV E NW 25TH AVE NW 22ND AVE NW 238TH ST 2014 PEAK HOUR LEVEL OF SERVICE 0 NW 5 W MARKET RD EM T SW AL NU TS 12 A » ¥ ) ST D NE 19TH AVE 18 KELLER ST FAXON LN E BESSENT RD WILSON RD Nature Preserve NE 154TH ST " Å A SR-230 SE 1 5 *Segm ent Map ID is referenced in LOS Report. 19 0T H ST Disclaim er: SE 149TH ST This document is for general planning purposes only. It is not intended for precise measurements. SE 147TH TER 0 SE COUNTY ROAD 100A " O 0.3 Miles 0.6 7. 1 SE 143RD TER TH A VE H ST TH SE 136T SE 138T H ST 36 LO OP SE 37TH AVE T 1 SE HS 00 37T SE 139TH ST 1 AD RO SE 1 E TAT SE 47TH AVE City Limits 1. FDOT Office of Transportation Statistics 2. Florida Geographic Data Library (FGDL) S SE SE 135TH ST County Boundary Data S ources: SOUTHGATE DR SE 144TH TER SE 39TH AVE SW 136TH WAY SE 138TH WAY SE 47T H PL H AV E 11 SIS Roadway 4 SE 24TH PL DE ER T SW 58 " Segment Map ID* Water Body POWELL ST SE 144TH ST SW 143RD ST Î ? " n A " Segment Break 6 SR-1 GEIGE R RD HAYES AVE 11 . 1 LL S T 8 LM GAINES BLVD LOS F E THOMAS ST PETERSON ST SE 4 4 C 0A RU N SW H ST SW 148T SW COUNTY ROAD 100A 0T 10 E BROWNLEE ST SEARING ST ST 15 D E CA S WAT ER SW O A ST 3 LOS E " SE 25TH PL LEGION TER ST LOS D 15 SE 26TH AVE W BUTLER RD LOS B CRUM ST W MIMOSA DR W LAFAYETTE ST LOS A JENKINS ST S PARKER ST T " " PAL MET TO NT HO W MADISON ST " W EDWARDS RD T HS RD LOS C SE 21ST AVE H ST W CALL ST ST EW E LD ON MP SO NS T NC HU R CH ST REDGRAVE ST N SA IN TC LA IR ST SW 155T NB AY S 9 " TON 13 PINEWOOD DR UN E REBA ST SC HE R RY ST MA B EL S T TODD RD NW 5 WW A SH IN G n A RO ARK ET NT 9T H LN Star ke PL E AVE UTAH ST 14 DELL ST T ST AWT E YR DEBRA ST 9 SW 64TH AVE W DA V IS S T 2 22 SW 66TH PL AD HS ST SCH AEF ER W DESUE ST EM GROVE ST NW 55TH LOOP ST RO 64T TY A » ¥ ) D RAN TY UN 10 " REE ST O SW 1 NW 166T H 2014 PEAK HOUR LEVEL OF SERVICE NE 173RD ST NE 173RD ST NG C T H ST W N 7 NW 16 15 BRADFORD COUNTY STARKE HS T NE 19TH AVE ST PAU L NW 173RD Î ? BRADFORD 28 TH 16 NW 174TH ST 75T NE NW 185TH AVE 1 " NE 1 OLD L E AV E OA D TE R STA NW NW 53RD AVE NW 178TH LOOP TH AV NW 59TH LOOP NW 56TH PL NW 1 77TH ST DISTRICT TWO LEVEL OF SERVICE REPORT SEPTEMBER 2015 2014 DISTRICT TWO LOS ANALYSIS Road Map ID Location Local Lanes Facility Committed AreaType Segment Description Miles Speed Count Station Std LOS Source STD MSV Adj. MaxService 2013 Volume Traffic 2014 LOS Growth 2019 LOS 2035 LOS Traffic Rate Traffic Traffic (All volumes are Peak Hour, Bidirectional) Bradford SR 16 1 Bradford County 2/U Highway 7.76 60 MPH Rural SR 16 K 9.50% From Union Co. Line to W. Market Road Railford Rd. 2 Starke 2/U Highway Transition 280110 280117c FDOT C 790 Local D 1,350 394 399 B Var 408 B 475 K 9.50% From W. Market Road to US 301 1.43 40 MPH 280110 280117c FDOT Local C 1% C D 1,550 2,190 515 484 B 1% 504 B 580 B 285008 285024 SR 16 E Brownlee St. 3 Starke 2/U Arterial II Transition K 9.00% From US 301 to E. City Limit (Faxon Ln) 1.15 30 MPH 280101c 285003 FDOT Local C D 580 1,200 612 594 D Var 1% 594 D 675 D 285023 SR 16 4 Bradford County SR 16 Highway Transition 1.31 60 MPH 280101c FDOT Local C D 1,550 2,190 432 441 B Var 1% 441 B 504 2/U Highway Rural 5 1.24 60 MPH 280101c FDOT Local C D 790 1,350 432 441 C Var 1% 441 C 504 * = SIS Facility Highway Rural 5.20 60 MPH 280056c FDOT Local C D Source: 12/18/12 Generalized Tables Count Station Flags: c = class count # = Reflects possible capacity, resurfacing or construction improvements C K 9.50% From Union Co. Line to E. City Limit of Brooker 2/U B K 9.00% From E. Starke Urb Bndy (1250' E. of 17th St) to Clay Co. Line Bradford County Page 1 2/U 4.1 Bradford County SR 18 K 9.00% From E. City Limit of Starke to E. Starke Urb Bndy (1250' E. of 17th St) 790 1,350 66 66 B Var 1% 66 B 76 B 6/24/2015 Road Map ID Location Local Lanes Facility Committed AreaType Segment Description Miles Speed Count Station Std LOS Source STD MSV Adj. MaxService 2013 Volume Traffic 2014 LOS Growth 2019 LOS 2035 LOS Traffic Rate Traffic Traffic (All volumes are Peak Hour, Bidirectional) Bradford SR 18 5.1 Brooker 2/U Arterial 0.51 35 MPH 280056c 6 Bradford County Bradford County Starke Arterial I Transition 2/U Highway Transition W Madison St. SR 100* 7.1 SR 100* 9 2/U W Madison St. SR 100* 7 Starke 2/U Highway Rural E Madison St. 2/U Arterial I Transition W Madison St. 2/U Arterial I 3.56 * = SIS Facility 45 MPH 710014 760023 1,220 66 66 C Var 66 C FDOT Local 1.16 60 MPH 710168 FDOT Local 60 MPH 280048 FDOT Local C D 1,300 1,460 689 C Var 1% 694 C 45 MPH 280015c 285015 285025 FDOT Local C D 5% 1,628 2,300 945 945 C 1% 990 C 60 MPH 280137 285020 285021 C 1,143 C K 9.50% C D 790 1,350 551 580 C Var 1% 580 C 627 C K 9.00% C C 1,300 1,300 765 741 C Var 1% 765 C 882 C K 9.00% From US 301 to CR 100A (West Starke) 1.55 798 K 9.00% FDOT C Local C 5% Source: 12/18/12 Generalized Tables Count Station Flags: c = class count 684 From CR 100A (South Starke) to US 301 1.43 C K 9.50% From CR 21B to CR 100A (South Starke) 9.01 76 1% From Clay County line to CR 21B Transition Page 2 C From Putnam Co. Line to Clay Co. Line Bradford County SR 100* 8 FDOT Local Community SR 21 K 9.50% From E. City Limit (1600' W. of CR 231) to CR 18 # = Reflects possible capacity, resurfacing or construction improvements 1,365 1,365 690 684 C Var 693 C 801 C 1% 6/24/2015 Road Map ID Location Local Lanes Facility Committed AreaType Segment Description Miles Speed Count Station Std LOS Source STD MSV Adj. MaxService 2013 Volume Traffic 2014 LOS Growth 2019 LOS 2035 LOS Traffic Rate Traffic Traffic (All volumes are Peak Hour, Bidirectional) Bradford SR 231/237/ W. Madison St. SR 100* 10 Bradford County 2/U Highway 9.02 60 MPH Rural US 301 SR 200* 11 Bradford County SR 200* 11.1 Bradford County 4/D Highway Rural Starke 4/D Highway Transition Starke 4/D 6.43 65 MPH 0.40 55 MPH Arterial II Transition 1.24 30 MPH Arterial II US 301 Starke 4/D Bradford County Page 3 4/D * = SIS Facility 1,350 394 406 B Var 408 B 280018c 280105 FDOT Local C B 280105 FDOT Local C C 285013 285017 FDOT Local C C 0.54 30 MPH Arterial I Transition 1.10 45 MPH 0.89 55 MPH 3,820 2,440 2,320 2,377 B Var 1% 2,432 B 4,460 4,460 2,475 2,802 C K 9.00% 2,520 B Var 1% 2,610 B 3,006 B K 9.00% 890 890 2,588 2,498 D 1% 2,610 E 3,006 F K 9.00% 285001 FDOT C 890 285002 Local C 890 280100 285009 FDOT Local C C 280100 FDOT Local C C Source: 12/18/12 Generalized Tables Count Station Flags: c = class count C K 9.50% 2,318 2,182 D 1% 2,358 D # = Reflects possible capacity, resurfacing or construction improvements 2,709 E K 9.00% 3,060 3,060 1,724 1,714 C Var 1% 1,719 C 4,460 4,460 1,566 1,890 C K 9.00% From N. City Limit of Starke to Urban Boundary (NW 178th Lp) Highway Transition 466 1% From SR 16 to N. City Limit (Market Rd) US 301 SR 200* 15 790 D From SR 100 to SR 16 Transition SR 200* 14 C Local From SW City Limit (SE 146th St) to SR 100 US 301 SR 200* 13 FDOT 280138 From Urban Boundary (2000' S of 146th St) to SW City Limit of Starke US 301 SR 200* 12 280073c From Alachua Co. Line to Urban Boundary of Starke US 301 4/D K 9.50% From CR 100A (West Starke) to Union County Line 1,665 B Var 1% 1,665 B 1,665 B 6/24/2015 Road Map ID Location Local Lanes Facility Committed AreaType Segment Description Miles Speed Count Station Std LOS Source STD MSV Adj. MaxService 2013 Volume Traffic 2014 LOS Growth 2019 LOS 2035 LOS Traffic Rate Traffic Traffic (All volumes are Peak Hour, Bidirectional) Bradford SR 200* 15.1 Bradford County US 301 4/D Highway 4.34 65 MPH 280150 Rural US 301 SR 200* 16 Lawtey 4/D Bradford County SR 230 2/U Highway Rural 1.33 45 MPH 280150 3.98 65 MPH 710001c Arterial I Transition 1.37 45 MPH 280119 285019c 285022 2/U Highway Transition 1.24 55 MPH 280119 2/U Highway 1.23 SR 231/235 1,510 B Var 1,520 B FDOT Local C C 55 MPH 280119 2/U Arterial 0.66 * = SIS Facility 55 MPH 280022c B K 9.50% 2,790 2,790 1,586 1,510 C Var 1% 1,520 C 1,748 C K 9.50% FDOT Local C B FDOT Local C D FDOT Local C D FDOT Local 3,820 2,440 1,548 1,710 B Var 1% 1,710 B FDOT 1,786 B K 9.00% 1,300 1,460 1,550 2,190 378 354 C 1% 387 C 441 C K 9.00% 333 324 B 1% 351 B 405 B K 9.00% C 790 D 1,350 333 324 B 1% 351 B 405 B K 9.50% C Local Source: 12/18/12 Generalized Tables Count Station Flags: c = class count 1,748 1% From S.C.L. of Brooker to CR 18 Community Page 4 1,586 From Urban Boundary (14th St) to Clay Co. Line Rural Brooker 2,440 From US 301 to SE City Limit (Valley Rd) 19.1 20 3,820 B From SE. City Limit of Starke to Urban Boundary (14th St) Bradford County SR 231 C Local From CR 125 to Clay Co. Line 19 Bradford County SR 230 Arterial Community E Call St. 18 Starke SR 230 4/D FDOT From S. City Limit (1500' S of Ford Dr) to CR 125 US 301 SR 200* 17 K 9.50% From Urban Boundary of Starke to S. City Limit of Lawtey # = Reflects possible capacity, resurfacing or construction improvements 1,220 304 304 C Var 304 C 352 C 1% 6/24/2015 Road Map ID Location Local Lanes Facility Committed AreaType Segment Description Miles Speed Count Station Std LOS Source STD MSV Adj. MaxService 2013 Volume Traffic 2014 LOS Growth 2019 LOS 2035 LOS Traffic Rate Traffic Traffic (All volumes are Peak Hour, Bidirectional) Bradford SR 235 SR 231/235 20 Brooker 2/U Arterial 0.66 55 MPH 280022c 2/U Highway Rural CR 225* 21 Page 5 C 1,220 304 304 C Var 304 C 1.53 45 MPH 289100 FDOT Local * = SIS Facility Arterial Community 0.56 30 MPH 280246 FDOT Local C B C C Source: 12/18/12 Generalized Tables Count Station Flags: c = class count C K 9.50% 790 440 171 171 B Var 1% 180 B # = Reflects possible capacity, resurfacing or construction improvements 209 B K 9.50% From US 301 to SE. City Limits (NE 223rd St) 2/U 352 1% From SE. City Limits of Lawtey to Bradford County line Bradford County Lawtey FDOT Local Community CR 225* 22 K 9.50% From S.C.L. of Brooker to CR 18 1,220 1,220 228 218 C Var 1% 228 C 256 C 6/24/2015