Unclogging America's Arteries
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Top 10 Bridges by State.Xlsx
Top 10 Most Traveled U.S. Structurally Deficient Bridges by State, 2015 2015 Year Daily State State County Type of Bridge Location Status in 2014 Status in 2013 Built Crossings Rank 1 Alabama Jefferson 1970 136,580 Urban Interstate I65 over U.S.11,RR&City Streets at I65 2nd Ave. to 2nd Ave.No Structurally Deficient Structurally Deficient 2 Alabama Mobile 1964 87,610 Urban Interstate I-10 WB & EB over Halls Mill Creek at 2.2 mi E US 90 Structurally Deficient Structurally Deficient 3 Alabama Jefferson 1972 77,385 Urban Interstate I-59/20 over US 31,RRs&City Streets at Bham Civic Center Structurally Deficient Structurally Deficient 4 Alabama Mobile 1966 73,630 Urban Interstate I-10 WB & EB over Southern Drain Canal at 3.3 mi E Jct SR 163 Structurally Deficient Structurally Deficient 5 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over D Olive Stream at 1.5 mi E Jct US 90 & I-10 Structurally Deficient Structurally Deficient 6 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over Joe S Branch at 0.2 mi E US 90 Not Deficient Not Deficient 7 Alabama Jefferson 1968 41,990 Urban Interstate I 59/20 over Arron Aronov Drive at I 59 & Arron Aronov Dr. Structurally Deficient Structurally Deficient 8 Alabama Mobile 1964 41,490 Rural Interstate I-10 over Warren Creek at 3.2 mi E Miss St Line Structurally Deficient Structurally Deficient 9 Alabama Jefferson 1936 39,620 Urban other principal arterial US 78 over Village Ck & Frisco RR at US 78 & Village Creek Structurally Deficient Structurally Deficient 10 Alabama Mobile 1967 37,980 Urban Interstate -
2016 RTP/SCS Transportation Finance Appendix, Adopted April
TRANSPORTATION TRANSPORTATION SYSTEMFINANCE SOUTHERN CALIFORNIA ASSOCIATION OF GOVERNMENTS APPENDIX ADOPTED | APRIL 2016 INTRODUCTION 1 REVENUE ASSUMPTIONS 1 CORE AND REASONABLY AVAILABLE REVENUES 3 EXPENDITURE CATEGORIES AND METHODOLOGY 14 SUMMARY OF REVENUE SOURCES AND EXPENDITURES 18 APPENDIX A: DETAILS ABOUT REVENUE SOURCES 21 APPENDIX B: SCAG REGIONAL FINANCIAL MODEL 30 APPENDIX TRANSPORTATION SYSTEM I TRANSPORTATION FINANCE APPENDIX C: ADOPTED | APRIL 2016 IMPLEMENTATION PLAN FOR REASONABLY AVAILABLE REVENUE SOURCES 34 APPENDIX D: FINANCIAL PLAN ASSESSMENT CHECKLIST 39 TRANSPORTATION FINANCE INTRODUCTION REVENUE ASSUMPTIONS In accordance with federal fiscal constraint requirements (23 U.S.C. § 134(i)(2)(E)), the The region’s revenue forecast timeframe for the 2016 RTP/SCS is FY2015-16 through Transportation Finance Appendix for the 2016 RTP/SCS identifies how much money the FY2039-40. Consistent with federal guidelines, the financial plan takes into account Southern California Association of Governments (SCAG) reasonably expects will be available inflation and reports statistics in nominal (year-of-expenditure) dollars. The underlying data to support our region’s surface transportation investments. The financially constrained 2016 are based on financial planning documents developed by the local county transportation RTP/SCS includes both a “traditional” core revenue forecast comprised of existing local, commissions and transit operators. The revenue model also uses information from the state and federal sources and more innovative but reasonably available sources of revenue California Department of Transportation (Caltrans) and the California Transportation to implement a program of infrastructure improvements to keep freight and people moving. Commission (CTC). The regional forecasts incorporate the county forecasts where available The financial plan further documents progress made since past RTPs and describes steps and fill data using a common framework. -
Patriot Hills of Dallas
Patriot Hills of Dallas Background: After years of planning and market research our team assembled over 200+ - acres of prime Dallas property that was comprised of 8 separate properties. There is no record of any construction every being built on any of the 200 acres other than a homestead cabin. Much of the property was part of a family ranch used for grazing which is now overgrown with cedar and other species of trees and native grasses. Location: View property in the Dallas metroplex is one of the most unique features unmatched in the entire Dallas Fort Worth area. Most of the property is on a high bluff 100 feet above the surrounding area overlooking the Dallas Baptist University and the skyline of Fort Worth 21+ miles to the west. Convenient access to the greater Fort Worth and Dallas area by Interstate 20 and Interstate 30 Via Spur 408 freeways, Interstate 35, freeway 74, and the property is currently served by DART bus stops which provide connections to other mass transit options. The property is located 2 miles north of freeway 20 on the Spur 408 freeway and W. Kiest Blvd within the Dallas city limits. The property fronts on the East side of the Spur 408 freeway from Kiest Blvd exit on the North and runs continuous to the South to Merrifield Rd exit. The City of Dallas has plans to extend this road straight east to connect to West Ledbetter Drive that will take you directly to the Dallas Executive Airport and connecting on east with Freeway 67, Interstate 35 and Interstate 45. -
700 S Barracks St WHSE 9& 10 LEASE DD JG .Indd
Port of Pensacola - WHSE 9 & 10 52,500-92,500 SF WHSE +/- Port of Pensacola, one of Florida’s 15 Deep Water Ports PORT PENSACOLA FACTS: Shortest steaming distance pier side to the 1st sea buoy in the Gulf of Mexico 55+ acre facility (zoned industrial); 24/7 operations with security 3,370 feet of vessel berthing space on 6 deep draft berths (33 ft channel depth) CSX rail service & superior on-Port rail availability and access 400,000± SF of covered storage in six general warehouses Signifi cant Paved dockside area for cargo laydown, heavy lift, or special project storage One of Florida’s 15 Deep Water Ports and integrated into Florida Strategic Intermodal System (SIS) DeeDee Davis, SIOR MICP John Griffi ng, SIOR CRE +1 850 433 0577 +1 850 450 5126 [email protected] jgriffi [email protected] WHSE 9 & 10 Ter ms WHSE 9&10 Protected Harbor 11 miles from #1 Sea Buoy Quickest Vessel Egress Along the Gulf of Mexico Zoned M-1, SSD, WRD (City of Pensacola) Building and Leasing Description Term- Building 9-52,500 SF Clear Span WHSE One (1) year- negotiable that can be expanded into a partially completed WHSE to total 92,000 SF. Lease Type- NNN Tenant has the option to complete the warehouse to their specifi cations. $6/PSF, plus NNN, S/T Clear Span Zoned M-1, SSD, WRD (City of Pensacola) 50 x 50’ column spacing Two (2) 20’8” x 16’ Overhead Doors Additional acreage available for ground lease Lease Rate $26,000-46,000 per mo, plus NNN, plus S/T Port of Pensacola- WHSE 9 & 10 STRATEGIC - Port Pensacola is located on the Gulf of Mexico only 11 miles -
Functional Classification Update Report for the Pocatello/Chubbuck Urbanized Area
Functional Classification Update Report For the Pocatello/Chubbuck Urbanized Area Functional Classification Update Report Introduction The Federal-Aid Highway Act of 1973 required the use of functional highway classification to update and modify the Federal-aid highway systems by July 1, 1976. This legislative requirement is still effective today. Functional classification is the process by which streets and highways are grouped into classes, or systems, according to the character of service they are intended to provide. The functional classification system recognizes that streets cannot be treated as independent, but rather they are intertwined and should be considered as a whole. Each street has a specific purpose or function. This function can be characterized by the level of access to surrounding properties and the length of the trip on that specific roadway. Federal Highway Administration (FHWA) functional classification system for urban areas is divided into urban principal arterials, minor arterial streets, collector streets, and local streets. Principal arterials include interstates, expressways, and principal arterials. Eligibility for Federal Highway Administration funding and to provide design standards and access criteria are two important reasons to classify roadway. The region is served by Interstate 15 (north/South) and Interstate 86 (east/west). While classified within the arterial class, they are designated federally and do not change locally. Interstates will be shown in the functional classification map, but they will not be specifically addressed in this report. Functional Classification Update The Idaho Transportation Department has the primary responsibility for developing and updating a statewide highway functional classification in rural and urban areas to determine the functional usage of the existing roads and streets. -
I-24 SMART CORRIDOR Leveraging Technology to Improve Safety and Mobility
I-24 SMART CORRIDOR Leveraging Technology to Improve Safety and Mobility Brad Freeze, Director, Traffic Operations Division, TDOT The Need • Interstate 24 (I-24) is a integral part of the Nashville transportation network and a major route for commuters and freight. • Traffic volumes along the I-24 corridor have experienced exponential growth rates over the past decade. Since 2005, traffic volumes have increased more than 60% on I-24 near Murfreesboro. • Currently, peak hour volumes exceed capacity and even a minor incident can have a severe impact on travel time reliability. • Due to physical, environmental, and financial constraints along the Corridor there are no viable, short term roadway widening projects. Area Map I-24 Congestion Contributors Traffic Incidents 27% Incidents Breakdown 2015 Contributors to Congestion (Total Crashes:1,661) Crash History & Analysis I-24 Section Crash Rate Crash Rate Data represents information collected between 2013-2015 System Performance Review AM Peak Period Travel Time I-24 From I-840 to Briley Pkwy. 85 High Variability 75 65 55 Travel Time 95th Percentile 45 Average Travel Time Travel Time (min) Time Travel 35 25 15 Reliability From Exit 78 (SR-96) & Exit 53 (I-440 Interchange), 25 miles Westbound Travel (Weekdays 2014-2016) Buffer time (minutes) Planning time (minutes) Travel time (minutes) 5:00 AM - 9:00 AM 3:00 PM - 7:00 PM 5:00 AM - 9:00 AM 3:00 PM - 7:00 PM 5:00 AM - 9:00 AM 3:00 PM - 7:00 PM 39.64 3.59 69.32 30.14 36 27.94 43.98 4.48 73.64 31.04 37.3 27.57 43.57 4.63 73.22 31.18 37.59 27.32 Eastbound Travel (Weekdays 2014-2016) Buffer time (minutes) Planning time (minutes) Travel time (minutes) 5:00 AM - 9:00 AM 3:00 PM - 7:00 PM 5:00 AM - 9:00 AM 3:00 PM - 7:00 PM 5:00 AM - 9:00 AM 3:00 PM - 7:00 PM 2.76 19.18 27.22 45.71 24.93 30.63 2.86 22.16 27.31 48.69 24.97 32.53 1.97 25.85 26.43 52.38 24.46 33.92 2014 User Costs 2015 2016 Previous Studies I-24 Multimodal Corridor Study • Identified short- and long-term solutions for improving problem spots along the entire corridor. -
Kansas Lane Extension Regional Multi-Modal Connector
Department of Transportation Better Utilizing Investments to Leverage Development (BUILD Transportation) Grants Program Kansas Lane Extension Regional Multi-Modal Connector City of Monroe, Louisiana May 2020 Table of Contents Contents Table of Contents ....................................................................................................................... 2 -- Application Snapshot ........................................................................................................ 3 Project Description ................................................................................................................. 4 Concise Description ............................................................................................................ 4 Transportation Challenges .................................................................................................. 7 Addressing Traffic Challenges ............................................................................................ 8 Project History .................................................................................................................... 9 Benefit to Rural Communities .............................................................................................. 9 Project Location .....................................................................................................................10 Grant Funds, Sources and Uses of Project Funds .................................................................12 Project budget ....................................................................................................................12 -
Acre Gas, Food & Lodging Development Opportunity Interstate
New 9+/-Acre Gas, Food & Lodging Development Opportunity Interstate 15 & Dale Evans Parkway Apple Valley, CA Freeway Location Traffic Counts in Excess of 66,000VPD 1 Acre Pads Available, For Sale, Ground Lease or Build-to-Suit Highlights Gateway to Apple Valley Freeway Exposure / Frontage to I-15 in excess of 66,000 VPD Off/On Ramp Location. Located in highly sought after freeway ramp location on I-15 in high desert corridor Interstate I-15 heavily Traveled with Over 2 Million Vehicles Per Month Located 20 Miles South of Barstow/Lenwood, 10 Miles North of Victorville Located in Area with High Demand for Gas, Food and Lodging Conveniently Located Midway Between Southern California and Las Vegas, Nevada Adam Farmer P. (951) 696-2727 Xpresswest Bullet Train from Victorville to Las Vegas plans to Cell. (951) 764-3744 build station across freeway. www.xpresswest.com [email protected] 26856 Adams Ave Suite 200 Murrieta, CA 92562 This information is compiled from data that we believe to be correct but, no liability is assumed by this company as to accuracy of such data Area / I-15 Gateway To Apple Valley Site consists of a 9 acre development at the North East Corner of Dale Evans Parkway and Interstate 15 located in Apple Valley. Site offers freeway frontage, on/off ramp position strategically to capture all traffic traveling on the I-15. Development will offer 9 pad sites available for gas, food, multi tenant and lodging. Interstate 15 runs North and South with traffic counts in excess of 66,000 ADT. Pads will be available for sale, ground lease or build-to-suit. -
Transportation/4
TRANSPORTATION/4 4.1/OVERVIEW Like the rest of the City, Biloxi’s transportation system was The City of Biloxi is in a rebuilding mode, both to replace aging profoundly impacted by Hurricane Katrina. Prior to Hurricane infrastructure and to repair and improve the roadways and fa- Katrina, the City was experiencing intensive development of cilities that were damaged by Katrina and subsequent storms. coastal properties adjacent to Highway 90, including condo- - minium, casino, and retail projects. Katrina devastated High- lowing reconstruction of U.S. Highway 90, the Biloxi Bridge, way 90 and other key transportation facilities, highlighting andPre-Katrina casinos. traffic Many volumes transportation and congestion projects haveare in returned progress fol or Biloxi’s dependence on a constrained network of roadways under consideration, providing an opportunity for coordinat- and bridges connecting to inland areas. ed, long-range planning for a system that supports the future The City of Biloxi operated in a State of Emergency for over land use and development pattern of Biloxi. In that context, two years following Hurricane Katrina’s landfall on August 29, the Transportation Element of the Comprehensive Plan lays 2005. Roadway access to the Biloxi Peninsula is provided by out a strategy to develop a multi-modal system that improves Highway 90 and Pass Road from the west and by three key mobility and safety and increases the choices available to resi- bridges from the east and north: Highway 90 via the Biloxi dents and visitors to move about the City. Bay Bridge from Oceans Springs and I-110 and Popp’s Ferry Road over Back Bay. -
Differential Influence of an Interstate Highway on the Growth and Development of Low-Income Minority Communities
60 Transportation Research Record 1074 Differential Influence of an Interstate Highway on the Growth and Development of Low-Income Minority Communities ROOSEVELT STEPTOE and CLARENCE THORNTON ABSTRACT The purpose of the research on which this paper is based was to measure the changes in land use and related economic and environmental variables that were attributable to the location and operation of a portion of an Interstate high way in the Scotlandville community of Baton Rouge, Louisiana. More specifi cally, the research was designed to determine the degree to which low-income minority communities experience unique highway impacts. The research was con ducted in two phases--a baseline assessment phase and a follow-on, longitudinal phase. In the baseline phase, measures were taken of several significant vari ables including (a) land use on a parcel-by-parcel basis; (b) recreational pat terns; (cl traffic volumes and residential densities; (d) number and variety of minority businesses; (e) housing types, quality, and conditions; and (fl street types and conditions. The follow-on phase was completed after the highway was completed and opened to traffic. A comparison of these two sets of data consti tutes the assessment of the highway impacts on this community. The literature was carefully examined and the reported impacts on nonminority communities were summarized for comparison with the Scotlandville community. One conclusion reached was that many of the highway impacts identified in Scotlandville were similar to those reported in other communities. The major exception is that, whereas highways generally induced commercial developments around major inter changes in nonminority communities, the highway does not appear to attract new businesses in minority communities. -
Toll Roads in the United States: History and Current Policy
TOLL FACILITIES IN THE UNITED STATES Bridges - Roads - Tunnels - Ferries August 2009 Publication No: FHWA-PL-09-00021 Internet: http://www.fhwa.dot.gov/ohim/tollpage.htm Toll Roads in the United States: History and Current Policy History The early settlers who came to America found a land of dense wilderness, interlaced with creeks, rivers, and streams. Within this wilderness was an extensive network of trails, many of which were created by the migration of the buffalo and used by the Native American Indians as hunting and trading routes. These primitive trails were at first crooked and narrow. Over time, the trails were widened, straightened and improved by settlers for use by horse and wagons. These became some of the first roads in the new land. After the American Revolution, the National Government began to realize the importance of westward expansion and trade in the development of the new Nation. As a result, an era of road building began. This period was marked by the development of turnpike companies, our earliest toll roads in the United States. In 1792, the first turnpike was chartered and became known as the Philadelphia and Lancaster Turnpike in Pennsylvania. It was the first road in America covered with a layer of crushed stone. The boom in turnpike construction began, resulting in the incorporation of more than 50 turnpike companies in Connecticut, 67 in New York, and others in Massachusetts and around the country. A notable turnpike, the Boston-Newburyport Turnpike, was 32 miles long and cost approximately $12,500 per mile to construct. As the Nation grew, so did the need for improved roads. -
Florida Traveler's Guide
Florida’s Major Highway Construction Projects: April - June 2018 Interstate 4 24. Charlotte County – Adding lanes and resurfacing from south of N. Jones 46. Martin County – Installing Truck Parking Availability System for the south- 1. I-4 and I-75 interchange -- Hillsborough County – Modifying the eastbound Loop Road to north of US 17 (4.5 miles) bound Rest Area at mile marker 107, three miles south of Martin Highway / and westbound I-4 (Exit 9) ramps onto northbound I-75 into a single entrance 25. Charlotte County – Installing Truck Parking Availability System for the SR 714 (Exit 110), near Palm City; the northbound Rest Area at mile marker point with a long auxiliary lane. (2 miles) northbound and southbound Weigh Stations at mile marker 158 106, four miles south of Martin Highway /SR 714 (Exit 110) near Palm City; the southbound Weigh-in-Motion Station at mile marker 113, one mile south of 2. Polk County -- Reconstructing the State Road 559 (Ex 44) interchange 26. Lee County -- Replacing 13 Dynamic Message Signs from mile marker 117 to mile marker 145 Becker Road (Exit 114), near Palm City; and the northbound Weigh-in-Motion 3. Polk County -- Installing Truck Parking Availability System for the eastbound Station at mile marker 92, four miles south of Bridge Road (Exit 96), near 27. Lee County – Installing Truck Parking Availability System for the northbound and westbound Rest Areas at mile marker 46. Hobe Sound and southbound Rest Areas at mile marker 131 4. Polk County -- Installing a new Fog/Low Visibility Detection System on 47.