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Draft Purpose and Need Technical Report Devon Donovan Briley Fork Brent Texas Navajo Seminole Sunset Libby Kierre Coulter Latona Allwood Foxboro Buckles Koehler 58th Nicole Fork River 58th Becky Hills Sherwood High Lee Walnut Randolph Sonora 56th Wisteria 56th Northline Saint Clare Silver Creek Warden Rock 55th Camp Robinson Middleton Pike Newman Military Joe K Poch Somers Allen Vine Fivemile Creek 51st LakewoodLakeview Lake Number Six Funland 51st Hampton Dunkeld 50th 52nd Dawson Lynn Greenway Crestwood Amber Division Cedar Highway 67167 107 Loch 47th Massie urrow North ust 176 dy ridge B s 46th 46th Parkway 45th M Loc Military Macarthur Lake Lander Topf 67 K 43rd Interstate 40 Lakewood Lake Number Three 41st John F Kenne Idlewild Smokey Ridge Fairway Maple Justin Matthews Forrester Virginia 38th Loch Desoto Cypress Mccain G Pope Shilcotts36th Bayou 40 37th 36th F Orange Garland Russell Oaks Gum E Richards s 365 Warden Bay Oak Springhill D Lake Number Two Poplar Floral Waterside Martin Marion C B Tech Barbara Scenic A Lakewood Lake Number One Parkview Cherry Hill Skyline Rustic Scenic Dooley Belmont Lori Health Care 1st Pershing 25th Calvary Taylor 4th PLANNING AND 40 23rd Percy Machin 21st Pike Bethany West 20th 20th East Hills 18th 19th ENVIRONMENTAL 19th Flora 18th Long 17Th Gregory Olive Marion 16th North Little Rock Ben Julian Curtis Sykes Sandbar 14th 12th Van LINKAGES Edmonds Crutcher Frank 13th Main River Dixie Pine CA0602 11th Douglas 10th Ira I Study Area Turner D Allied Vestal 9th PURPOSEH AND 8th Sam Evans Poe Walnut Beech 8th Locust Jessie 6th Phillips Parker Magnolia Dixie Riverfront 5th Atkins Gordon Water Willow Palm 4th NEEDBuckeye TECHNICAL4th School Coolwood 2nd Elm Pine 70 2nd Hazel Gill 100 Washington Cantrell Kay Arkansas Cherry Baucum 10 Olive Ferry Lincoln Broadway Park REPORT 165 Markham Laharpe 5 Oakley Mills Gribble Justin 2nd 2nd 30 Birch Arkansas River President Clinton Victory Pearl Barton 3rd 4th Thayer 2nd Wolfe Scott Ringo 4th 8th Capitol 6th Interstate 630 Capitol World 630 8th 8th 7th Main 10th Bender 9th Byrd 11th 8th 9th Picron 12th 11th Ferry Pulaski Thomas Fairpoi Townsend Corning Battery 10th Carson Center Park 12th 10th nt Gaines Bishop Last Cross Mcmath 12th Commerce Jones 17th 16th Calhoun College 18th Izard Temple 15th Wright 17th Schiller 19th Bragg 17th 17th Spring Appianway 18th Rice Bond Airport 21st Barber 22nd Vance Little Rock Kellett Summit Marshall 22nd Chester Arch 24th Bol Howard Louisiana ton 30 26th 26th David Grundfest Jr Izard Tuxedo Wolfe DRAFTFrontage 27th Fourche Dam Woodrow 28th Roosevelt Airport 29th Leroy 30th State Dugan Spring 31st Roosevelt Ringo CA0602 Valliere Fourche Creek 33rd Interstate 440 Lindsey 33rd 440 34th Interstate 530 – Highway 67 Interstate 440 Athens Fulton High 367 Geneva 35th Bankhead Jeck November 2014 38th Franklin 39th 3 M Frazier Walters Sloane Springer Trust Carter Gray Hays 2nd 365 30 Edge Arkansas State Highway & Zeuber Gillam Park TransportationCarolina Pulaski Department County Big Rock Settling Pond King Dulin Highway 365 530 30 Interstat Pye Interstate Bla e 530 ckfoot 65th Interstate 53 Church Rogers 0 1,500 3,000 4,500 6,000 Harper 338 Feet Allied 0 Dixon Wilbern ates G Purpose & Need Technical Report CA0602 TABLE OF CONTENTS 1.0 INTRODUCTION ............................................................................................... 1 2.0 BACKGROUND ................................................................................................. 1 2.1 I-30 PEL Study Area ...................................................................................... 1 2.2 Previous Studies and Planning Context ......................................................... 1 2.3 Regional Planning Context ............................................................................ 1 3.0 NEED FOR IMPROVEMENTS IN THE PEL STUDY AREA .............................. 2 3.1 Traffic Congestion .......................................................................................... 2 3.1.1 Traffic Demand ......................................................................................... 2 3.1.2 Capacity and Traffic Operations ............................................................... 3 3.1.3 Causes of Congestion .............................................................................. 4 3.1.4 Traffic Analysis ......................................................................................... 4 3.1.5 Roadway Users ........................................................................................ 6 3.2 Roadway Safety ............................................................................................. 6 3.2.1 Existing Conditions ................................................................................... 6 3.2.2 Future No-Action Conditions .................................................................. 10 3.3 Structural and Functional Roadway Deficiencies ......................................... 11 3.3.1 Structural Roadway Deficiencies ............................................................ 11 3.3.2 Functional Roadway Deficiencies ........................................................... 12 3.4 Navigational Safety ...................................................................................... 12 3.5 Structural and Functional Bridge Deficiencies ............................................. 14 3.5.1 Structural Bridge Deficiencies ................................................................ 14 3.5.2 Functional Bridge Deficiencies ............................................................... 14 3.6 Summary of Needs ...................................................................................... 14 4.0 PURPOSE AND STUDY GOALS AND OBJECTIVES ..................................... 15 4.1 Purpos12 e ....................................................................................................... 15 4.2 Study Goals/Objectives ................................................................................ 15 LIST OF TABLES Table 1. LOS Designations ........................................................................................... 4 Table 2. I-30/I-40 Estimated Daily Trip Characteristics in 2040 ..................................... 6 Table 3. Crash Numbers and Rates along I-30 ............................................................. 7 DRAFT ______________________________________________________________________ i Purpose & Need Technical Report CA0602 LIST OF FIGURES Figure 1. I-30/I-40 Annual Average Daily Traffic by Location (2010-2013) ................... 3 Figure 2. Comparison of Existing and Future No-Action LOS for I-30/I-40 .................... 5 Figure 3. Numbers of Crashes on I-30/I-40 Mainline in 2012 ........................................ 8 Figure 4. I-30/I-40 Main Lane Crash Types (2010-2012) .............................................. 9 Figure 5. I-30/I-40 Main Lane KA Crash Types (2010-2012) ........................................ 9 Figure 6. I-30/I-40 Main Lane Crash Severity (2010-2012) ........................................... 9 Figure 7. I-30/I-40 Main Lane Crash Types - Arkansas River Bridge to 19th Street (2010-2012) ................................................................................................. 10 Figure 8. I-30/I-40 Main Lane KA Crash Types - Arkansas River Bridge to 19th Street (2010-2012) ................................................................................................. 10 Figure 9. Existing and Projected Number of Annual Crashes along I-30/I-40 ............. 11 Figure 10. Reduced Horizontal Clearance and Pier Obstruction for I-30 Bridge ........... 13 ATTACHMENTS Attachment A Background Information Attachment B Traffic Data Attachment C Roadway Data Attachment D Bridge Data Attachment E References DRAFT ______________________________________________________________________ ii Purpose & Need Technical Report CA0602 1 1.0 INTRODUCTION 2 0FThis document provides background information and data to support the purpose and 3 need for improvements along I-30 from I-530 to I-40 and along I-40 from the I-30/I-40 4 interchange to United States Highway 67/167 (Hwy. 67/167). Data and analysis from 5 previous studies, as well as an assessment of current and future conditions, are 6 provided to assist in defining the key problems and potential solutions to address future 7 mobility needs within the study area. The purpose and need discussed in this document 8 is part of the Planning and Environmental Linkages (PEL) Study process. 9 10 2.0 BACKGROUND 11 12 2.1 I-30 PEL Study Area 13 The proposed I-30 PEL study area2F is located in central Arkansas, and stretches 14 approximately 6.7 miles through Little Rock and North Little Rock. The study area 15 begins at I-530 in the south, extends to I-40 in the north, and then east along I-40 to its 16 interchange with Hwy. 67/167 in North Little Rock, as detailed in Attachment A-1. 17 18 2.2 Previous Studies and Planning Context 19 A number of studies have been completed that provide background on the study area. 20 The most recent and relevant to the study area is the Central Arkansas Regional 21 Transportation Study Areawide Freeway Study, Phase 1 Arkansas River Crossing 22 Study from 2003. Other past relevant studies, summarized in Attachment A-2, include: 23 24 Central Arkansas Regional Transportation Study (CARTS), Areawide Freeway 25 Study, Phase 1 Arkansas River Crossing Study Final Report and Phase 2 26 Areawide Study, 2003; 27 River Rail Airport Study, Phase 2 Final Report, 2011; 28 I-630 Fixed Guideway
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