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. -
Ultimate RV Dump Station Guide
Ultimate RV Dump Station Guide A Complete Compendium Of RV Dump Stations Across The USA Publiished By: Covenant Publishing LLC 1201 N Orange St. Suite 7003 Wilmington, DE 19801 Copyrighted Material Copyright 2010 Covenant Publishing. All rights reserved worldwide. Ultimate RV Dump Station Guide Page 2 Contents New Mexico ............................................................... 87 New York .................................................................... 89 Introduction ................................................................. 3 North Carolina ........................................................... 91 Alabama ........................................................................ 5 North Dakota ............................................................. 93 Alaska ............................................................................ 8 Ohio ............................................................................ 95 Arizona ......................................................................... 9 Oklahoma ................................................................... 98 Arkansas ..................................................................... 13 Oregon ...................................................................... 100 California .................................................................... 15 Pennsylvania ............................................................ 104 Colorado ..................................................................... 23 Rhode Island ........................................................... -
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 -
Redevelopment Agency of the City of Oakland Broadway/Macarthur/San Pablo Project Tax Allocation Bonds, Series
NEW ISSUE-BOOK-ENTRY ONLY RATINGS: Moody’s: Aaa (Baa2 underlying) S&P: AAA (BBB+ underlying) (See “Ratings” herein) In the opinion of Jones Hall, A Professional Law Corporation, San Francisco, Bond Counsel, subject, however to certain qualifications, under existing law, the interest on the Series 2006C-TE Bonds is excluded from gross income for federal income tax purposes and such interest is not an item of tax preference for purposes of the federal alternative minimum tax imposed on individuals and corporations, although for the purpose of computing the alternative minimum tax imposed on certain corporations, such interest is taken into account in determining certain income and earnings. In the further opinion of Bond Counsel, interest on the Series 2006C-TE Bonds and the Series 2006C-T Bonds is exempt from California personal income taxes. Interest on the Series 2006C-T Bonds is subject to all applicable federal income taxation. See “TAX MATTERS” herein. $4,945,000 $12,325,000 REDEVELOPMENT AGENCY OF THE REDEVELOPMENT AGENCY OF THE CITY OF OAKLAND CITY OF OAKLAND BROADWAY/MACARTHUR/ SAN PABLO BROADWAY/MACARTHUR/ SAN PABLO REDEVELOPMENT PROJECT REDEVELOPMENT PROJECT TAX ALLOCATION BONDS TAX ALLOCATION BONDS SERIES 2006C-TE SERIES 2006C-T (FEDERALLY TAXABLE) Dated: Date of Delivery Due: September 1, as shown on inside cover page This cover page contains certain information for quick reference only. It is not a summary of this issue. Investors are advised to read the entire Official Statement to obtain information essential to the making -
Sample Title • Location, Date 20XX
PREPARING SOLUTIONS FOR A SMART AND CONNECTED WORLD Andrew Bremer, Deputy Director for Strategic Initiatives and Programs WHY? We can’t build our way out of congestion Serious injury crashes are 2 on the rise 2016 CRASHES 305,959 9,207 Crashes Serious injuries 112,276 1,133 Injuries Fatalities 3 DATA: MEASURE TO MANAGE 4 DATA COLLECTION POINTS o GPS/Cell Phone Apps o DSRC Devices o Traffic Signals o RWIS/WIMS o Roadway & Bridge Deck Sensors 5 TYPES OF DATA o Traffic Speed/Volumes o Blind Spot/Vehicle Detection o Vehicle Trajectory, Wheel o Advanced Curve Warning Adhesion o Roadway Surface Dynamics o Weather/Environment o Roadway Surface Temperature o Vehicle Weight o Work Zone Information o Public Safety Vehicle Notification 6 REAL-TIME TRAFFIC MANAGEMENT o Planning and Asset Management o Hard Shoulder Running o Traffic Re-routing o Emergency Response o Predictive Traffic Analytics o Forward Collision Warning/Avoidance o Adverse Weather Conditions o Enhanced Traveler Information o Just-in-time Delivery/Commercial Truck Parking Availability o Work Zone Identification 7 TECHNOLOGY AND INFRASTRUCTURE Goal: Develop Interoperability Standards for Ohio o RSUs o Telecommunications Goal: Comprehensive Right of Way Policy 8 FINANCE o Data Processing and Storage o Traffic Data and P3 Information Potential Private o Telecommunications Sector o Product Involvement Demonstrations 9 REGULATION o Open Road Testing Verification o Fully Autonomous Vehicle Testing o Home Rule 10 SMART MOBILITY IN OHIO: HAPPENING NOW 11 INITIATIVES o US 33 o Interstate 90 -
Driving Directions to Eye and Ear Institute
Driving Directions to Eye and Ear Institute From the North (Sandusky, Delaware and Cleveland) 33 Take any major highway to Interstate 270 270 Take Interstate 270 west toward Dayton Merge onto State Route 315 south toward Columbus Take the Goodale Street/Grandview Heights exit 62 315 71 Turn right onto Olentangy River Road The Eye and Ear Institute will be on your left 70 670 From the South (Circleville, Chillicothe and Cincinnati) Take any major highway to Interstate 71 Take Interstate 71 to State Route 315 north 71 70 Take Goodale Street/Grandview Heights exit Turn right onto West Goodale Street 270 33 Turn right onto Olentangy River Road 23 The Eye and Ear Institute will be on your left From the East (Newark, Zanesville and Pittsburgh) North Not to scale Take any major highway to Interstate 70 Take Interstate 70 west to State Route 315 north Take the Goodale Street/Grandview Heights exit 315 Turn right onto West Goodale Street Turn right onto Olentangy River Road The Eye and Ear Institute will be on your left From the West (Springfield, Dayton and Indianapolis) Take any major highway to Interstate 70 Take Interstate 70 east to Interstate 670 east Take Interstate 670 east to State Route 315 north OLENTANGY RIVER RD OLENTANGY Take the Goodale Street/Grandview Heights exit Turn right onto West Goodale Street W. GOODALE ST Turn right onto Olentangy River Road The Eye and Ear Institute will be on your left. Eye and Ear Institute 915 Olentangy River Rd Columbus, OH 43212 614-293-9431 For directions assistance call 614-293-8000 i wexnermedical.osu.edu The Ohio State University Wexner Medical Center is committed to improving people’s lives. -
Directions to Cleveland Operations
Directions to Cleveland Works 1600 Harvard Avenue Cleveland, OH 44105 Please note that there are no sleeping areas at this facility. You must stop at a rest area or truck stop. From Interstate 71 th North bound: Take 1-71 North to Exit 247A, W. 14 St. and Clark Ave. Make a right at the end of the exit ramp. nd Then take route 176 south, approx. ¼ mile on your left. Harvard Ave. will be your 2 exit. At the end of the rd ramp take a left. Gate 6 will be at the 3 traffic light on your right. ¾ Closest Rest Area Exit 209, Lodi From Interstate 77 North bound: Take 1-77 North to exit 159A (Harvard Ave). At the end of the ramp take a left. Gate 6 will be about 1 mile on your left. ¾ Closest Rest Area Exit 111, North Canton From Interstate 80 East East or West bound: Exit 11 / 173 to I-77 North. Take I-77 North to exit 159A (Harvard Ave). At the end of the ramp take a left. Gate 6 will be about 1 mile on your left. ¾ Closest Rest Area East Bound between exits 10 / 161 and 11 / 173 West Bound between exits 14 / 209 and 13A / 193 From Interstate 480 East bound: Exit 17 onto Route 176 North. Exit onto Harvard Ave. Take a right onto Harvard Ave. Gate 6 will rd be at the 3 traffic light on your right. ¾ Closest Rest Area None West bound: Exit 20B onto I-77 North. Take 1-77 North to exit 159A (Harvard Ave). -
City of Cleveland Location in the NOACA Region
CITY OF C LEVEL AND T HE C ITY OF C LEVELAND R OADWAY P AVEMENT M AINTENANCE R EPORT T ABLE OF C ONTENTS 1. Executive Summary ........................................................................................................................................................................................................................................................................................ 2 2. Background ..................................................................................................................................................................................................................................................................................................... 3 3. PART I: 2016 Pavement Condition ................................................................................................................................................................................................................................................................. 7 4. PART II: 2018 Current Backlog ..................................................................................................................................................................................................................................................................... 34 5. PART III: Maintenance & Rehabilitation (M&R) Program .......................................................................................................................................................................................................................... -
Fort Worth Arlington
RealReal EstateEstate MarketMarket OverviewOverview FortFort Worth-ArlingtonWorth-Arlington Jennifer S. Cowley Assistant Research Scientist Texas A&M University July 2001 © 2001, Real Estate Center. All rights reserved. RealReal EstateEstate MarketMarket OverviewOverview FortFort Worth-ArlingtonWorth-Arlington Contents 2 Population 6 Employment 9 Job Market 10 Major Industries 11 Business Climate 13 Education 14 Transportation and Infrastructure Issues 15 Public Facilities 16 Urban Growth Patterns Map 1. Growth Areas 17 Housing 20 Multifamily 22 Manufactured Housing Seniors Housing 23 Retail Market 24 Map 2. Retail Building Permits 26 Office Market 28 Map 3. Office and Industrial Building Permits 29 Industrial Market 31 Conclusion RealReal EstateEstate MarketMarket OverviewOverview FortFort Worth-ArlingtonWorth-Arlington Jennifer S. Cowley Assistant Research Scientist Haslet Southlake Keller Grapevine Interstate 35W Azle Colleyville N Richland Hills Loop 820 Hurst-Euless-Bedford Lake Worth Interstate 30 White Settlement Fort Worth Arlington Interstate 20 Benbrook Area Cities Counties Arlington Haltom City Hood Bedford Hurst Johnson Benbrook Keller Parker Burleson Mansfield Tarrant Cleburne North Richland Hills Land Area of Fort Worth- Colleyville Saginaw Euless Southlake Arlington MSA Forest Hill Watauga 2,945 square miles Fort Worth Weatherford Grapevine White Settlement Population Density (2000) 578 people per square mile he Fort Worth-Arlington Metro- cane Harbor and The Ballpark at square-foot rodeo arena, and to the politan Statistical -
Arkansas Embarks on Its Largest Highway Construction Program
Connecting Arkansas Program Arkansas embarks on its largest highway construction program CAP Locations CA0905 CA0903 CA0904 CA0902 CA1003 CA0901 CA0909 CA1002 CA0907 CA1101 CA0906 CA0401 CA0801 CA0803 CA1001 CA0103 CA0501 CA0101 CA0603 CA0605 CA0606/061377 CA0604 CA0602 CA0607 CA0608 CA0601 CA0704 CA0703 CA0701 CA0705 CA0702 CA0706 CAP Project CA0201 CA0202 CA0708 0 12.5 25 37.5 50 Miles The Connecting Arkansas Program (CAP) is the largest highway construction program ever undertaken by the Arkansas State Highway and Transportation Department (AHTD). Through a voter-approved constitutional amendment, the people of Arkansas passed a 10-year, half-cent sales tax to improve highway and infrastructure projects throughout the state. Job Job Name Route County Improvements CA0101 County Road 375 – Highway 147 Highway 64 Crittenden Widening CA0103 Cross County Line - County Road 375 Highway 64 Crittenden Widening CA0201 Louisiana State Line – Highway 82 Highway 425 Ashley Widening CA0202 Highway 425 – Hamburg Highway 82 Ashley Widening CA0401 Highway 71B – Highway 412 Interstate 49 Washington Widening CA0501 Turner Road – County Road 5 Highway 64 White Widening CA0601 Highway 70 – Sevier Street Interstate 30 Saline Widening CA0602 Interstate 530 – Highway 67 Interstates 30/40 Pulaski Widening and Reconstruction CA0603 Highway 365 – Interstate 430 Interstate 40 Pulaski Widening CA0604 Main Street – Vandenberg Boulevard Highway 67 Pulaski Widening CA0605 Vandenberg Boulevard – Highway 5 Highway 67 Pulaski/Lonoke Widening CA0606 Hot Springs – Highway