Draft NHMRR Federal Register Notice
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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 -
2006 EXECUTIVE COMMITTEE Kenneth J
2006 EXECUTIVE COMMITTEE Kenneth J. Wright, PE Thomas G. Leech, PE, SE HDR Engineering, Inc. Gannett Fleming, Inc. General Chair Magazine Chair M. Myint Lwin, PE, SE Herbert M. Mandel, PE Federal Highway GAI Consultants, Inc. Administration Technical Program Chair Matthew P. McTish, PE McTish, Kunkel & Associates Al M. Ahmed, PE Exhibits Chair A&A Consultants Inc. Gerald Pitzer, PE Michael J. Alterio GAI Consultants, Inc. Alpha Structures Inc. Gary Runco, PE Carl Angeloff, PE Paul C. Rizzo Associates, Inc. Bayer MaterialScience, LLC Seminars Chair Awards Chair Helena Russell Victor E. Bertolina, PE Bridge, design & engineering SAI Consulting Engineers Awards – Vice Chair Budget Chair Louis J. Ruzzi, PE Enrico T. Bruschi, PE Pennsylvania Department DMJM Harris of Transportation Jeffrey J. Campbell, PE Thomas J. Vena, PE Michael Baker, Jr., Inc. Allegheny County Department of Public Works Richard Connors, PE, PMP McCormick Taylor, Inc. Lisle E. Williams, PE, PLS Rules Chair DMJM Harris Attendance & Co-Sponsors James D. Dwyer Chair STV, Inc. Emeritus Committee Gary L. Graham, PE Members Pennsylvania Turnpike Joel Abrams, PhD Commission Consultant Kent A. Harries, PhD, PEng Reidar Bjorhovde, PhD University of Pittsburgh The Bjorhovde Group Student Awards Chair Steven Fenves, PhD Donald W. Herbert, PE NIST Pennsylvania Department of Transportation Arthur W. Hedgren, Jr., PhD, PE Donald Killmeyer, Jr., PE Consultant ms consultants, inc. Tour Chair John F. Graham, Jr., PE Graham Consulting Inc. Eric S. Kline KTA-Tator, Inc. Keynote & Special Interest Session Chair ADVANCING BRIDGE TECHNOLOGY GLOBALLY ○○○○○○ ○○○○○○○○○○○○○○○○○○○○○○○○ 1 2006 CHAIRMAN’S MESSAGE Kenneth J. Wright, PE HDR Engineering, Inc. 2006 IBC General Chairman As this year’s General Chairman, I am pleased to wel- come you to the 2006 International Bridge Conference in Pittsburgh, the “City of Bridges”. -
Route 30 Corridor Implementation Plan
Draft for Discussion Purposes Only Route 30 Corridor Implementation Plan Village of New Lenox | January 11, 2013 New Lenox Route 30 Corridor Implementation Plan Existing Conditions Synthesis Report Table of Contents Section 00: Introduction i Section 01: Past Plans & Studies 01 Section 02: Community Outreach 03 Section 03: Existing Land Use & Development 16 Section 04: Current Zoning & Regulatory Controls 19 Section 05: Transportation & Mobility 22 Section 06: Character Zones, Streetscape, & Urban Design 25 Section 07: Issues & Opportunities 29 Introduction This Synthesis Report presents the existing physical condi- Predominately a commercial corridor dating back to before tions, identifies the issues and opportunities, and summarizes Regional Setting World War II, Route 30 has long served as a center for retail Corridor Planning Process the first steps of the planning process for the New Lenox U.S. The Village of New Lenox is located approximately 40 miles and office activity. Today, the corridor boasts approximately The planning process for this study entails six different steps. Route 30 Corridor Implementation Plan. Since there has al- southwest of downtown Chicago. It is a predominantly resi- 90 businesses. A relatively high automobile traffic volume on This report contains documentation for steps one through ready been a Route 30 Corridor Revitalization Plan developed dential suburban community of approximately 25,000 people, Route 30 helps accommodate and attract a range of com- three. for the Village back in 2006, this interim report is not meant and its municipal boundaries encompass approximately 16 mercial activity. The Study Area is adjacent to the New Lenox Step 1: Project Initiation – the “kick-off ” for the project to be an exhaustive inventory of all the conditions and issues, square miles. -
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 .......................................................................................................................................................................................................................... -
3 Office Buildings for SALE Monarch Centre - 5885 Landerbrook, Mayfield Heights, OH PDC Building - 3659 S
GENERAL BACKGROUND INFORMATION (As available @ 8/2020 - subject to change without notice) 1st Time on Market in 30+ years! 3 Office Buildings FOR SALE Monarch Centre - 5885 Landerbrook, Mayfield Heights, OH PDC Building - 3659 S. Green Road, Beachwood, OH The Fairways - 3601 S. Green Road, Beachwood, OH Monarch Centre PDC Building The Fairways Presented Exclusively by: Ag REAL ESTATE GROUP, INC. Eric M. Silver, President & Broker Ag Real Estate Group, Inc. 3659 South Green Road, Suite 216 / Beachwood, Ohio 44122 / 216.504.5000-T / 216.504.5001-F www.agrealestategroup.com / [email protected] AgAg RealReal EstateEstate Group,Group, Inc.Inc. CONSUMER GUIDE TO AGENCY RELATIONSHIPS We are pleased you have selected Ag Real Estate Group, Inc. to help you with your real estate needs. Whether you are selling, buying or leasing real estate Ag Real Estate Group, Inc. can provide you with expertise and assistance. Because this may be the largest financial transaction you will enter into, it is important to understand the role of the agents and brokers with whom you are working. Below is some information that explains the various services agents can offer and their options for working with you: For more information on agency law in Ohio you can also contact the Ohio Division of Real Estate & Professional Licensing at (614) 466-4100, or on their website www.com.state.oh.us. Representing the Sellers Most sellers of real estate choose to list their home for sale with a real estate brokerage. When they do so, they sign a listing agreement that authorizes the brokerage and the listing agent to represent their interests. -
CHAPTER I Purpose and Need
I - 1 CHAPTER I Purpose and Need A. Introduction On June 29, 1956, President Dwight D. Eisenhower signed the Federal Aid Highway Act of 1956. The Interstate Highway System, also known as the Eisenhower System of Interstate and Defense Highways, is an interconnected system of 45,500 miles (73,225.2 km) of limited-access highways across the United States. One of the most important of these highways is Interstate 70 (I-70), providing for east-west transcontinental interstate access across much of the United States. In August 1956, shortly after President Eisenhower signed the legislation creating the Interstate Highway System, the Missouri State Highway Commission awarded the first contract toward the construction of I-70. Construction continued for another nine years and I-70 now spans a distance of more than 250 miles across the state. Other than short reconstructed portions, the newest sections of I-70 are 39 years old. With maintenance provided by the Missouri Department of Transportation (MoDOT), the facility has outlasted its original design life of 20 years and has carried traffic volumes of both cars and heavy trucks that have far exceeded the expectations of the original designers. The Missouri Department of Transportation and the Federal Highway Administration (FHWA) propose improving a portion of the I-70 corridor between just west of Route 19 (milepost 174) and Lake St. Louis Boulevard to meet the current and future needs of this extremely important transportation facility. To facilitate this action, MoDOT has completed a First Tier Environmental Impact Statement and initiated this Second Tier Environmental Impact Statement (STEIS) to fulfill this goal. -
Concept of Operations Draft V04: 9/2015 I-70 East Tolled Express Lanes
Concept of Operations Draft V04: 9/2015 I-70 East Tolled Express Lanes VERSION CONTROL DATE VERSION AUTHOR COMMENTS (INCLUDING REVIEW HISTORY) M. Moradi, A. Skinner, K. DePinto, D. Sprague, D. June 2015 Draft V0.1 R. Harb Liddle August 2015 Draft V0.3 M. Moradi Comments September Draft V0.4 R. Harb Comments reviews 2015 Concept of Operations i Draft V0.4 ACRONYMS ACRONYM DESCRIPTION AASHTO American Association of State Highway and Transportation Officials AET All Electronic Tolling ALPR Automatic License Plate Recognition ATM Active Traffic Management ATMS Advanced Traffic Management System ATR Automatic Traffic Recorder AVI Automatic Vehicle Identification AVC Automatic Vehicle Classification BOS Back Office System CCTV Closed-Circuit Television CDOT Colorado Department of Transportation CSC Customer Service Center CSP Colorado State Patrol CTMC Colorado Transportation Management Center CTMS Colorado Transportation Management System DMV Department of Motor Vehicles DRCOG Denver Regional Council of Governments DWL Double White Line Crossing E-470 E-470 Public Highway Authority ELOM Express Lanes Operations Manager ETC Electronic Toll Collection ETTM Electronic Tolling and Traffic Management FHWA Federal Highway Administration Free Flow Traffic moving freely without significant oscillation in average speed GP lanes General-Purpose Lanes HOT High Occupancy Toll HOV High Occupancy Vehicle HOV 2+ Two-or-more Person Carpool HOV 3+ Three-or-more Person Carpool HPTE High Performance Transportation Enterprise ICD Interface Control Document ILEV -
The City of Beachwood, Ohio Police Department
The City of Beachwood, Ohio Police Department ANNUAL REPORT 2010 INTRODUCTION The following material documents the activities of the Beachwood Police Department for the year 2010. The successful operation of the police department is possible because of the support of Mayor Merle S. Gorden, the members of the Beachwood City Council, the other departments and employees of the City of Beachwood, and all our citizens both residential and commercial. I am pleased to report that we made great progress towards accomplishing the goals we identified in our most recent strategic plan. Commander Patrick Sullivan and Detective Michael Nelson have retired; their contributions to the department have been great. The year 2011 will see more retirements and we are well underway with the process of identifying quality candidates to fill their shoes. We recognize the quality of our entry level officers has an affect on the organization that will impact operations for decades; therefore our process for evaluation of the potential officers is thorough. Fortunately the number of candidates completing the testing process was ample and we are optimistic we will find quality individuals who are up to our standards. Our status as an accredited law enforcement agency by the CALEA, Commission on Accreditation for Law Enforcement Agencies, was up for renewal in 2010. I am very proud to report that we passed all phases of the assessment as well as the subsequent commission review. July 31, 2010 we were awarded reaccreditation status and that award will be valid until 2013. The entire accreditation report is available for review on our web page. -
Directions to Our Altoona, PA Facility
Directions to Our Altoona, PA Facility Exit From Interstate 80 Exit 161 Exit 161 158 • Follow Route 220 South Bellefonte (It immediately becomes 4 lanes) Milesburg • Approaching State College merge into the lane for 220 South and 322 West • Continue on as the road turns into 2 lanes over Skytop Mount. • At the bottom of Skytop follow the ramp State College for 220 South Port Matilda • Continue south to Bald Eagle • Turn left onto Interstate 99 I-99 Construction Bald Eagle • Travel 21 miles south to Altoona 21 Miles South to Altoona From Interstate 80 Exit 158 North • Follow ALT Route 220 South to Bald Eagle • Turn left onto Interstate 99 EMS • Travel 21 miles south to Altoona 50th S Note: This is t. a Residential Area From PA Turnpike I-76 and I-70 ve. • Follow Exit 145 to the toll booth A • Leaving the toll booth turn left on to Kissel Business Route 220 ve.. A • Follow Business 220 a short distance to the Railroad Sixth entrance to I-99 (on the left) Sheetz Road Plank • Get into the right lane and follow the ramp Logan Valley for I-99 North Mall • Continue on I-99 for 31 miles to Altoona. 58th S Exit 31 treet s Lane On Interstate 99 in Altoona Good’ Exit 31 • Take Exit 31 (Coming from the north turn right at the end of the ramp - Coming from the south turn left at the end of the ramp) Get into the left lane 31 Miles North to Altoona • At the bottom of the hill turn left onto Good’s Lane • Follow Good’s Lane as it turns right and becomes 58th Street.