Final Draft Statewide Freight Plan Appendix
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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”. -
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 ........................................................... -
NYC Travel Sheet V1 2.18
NYC Travel Sheet VER. 1 – 2.10.20 THE THEATER CENTER - THE JERRY ORBACH THEATER Address: 210 West 50th Street, New York NY 10019 (Off of Broadway) The Jerry Orbach Theater is located on the Third Floor, accessible by stair or elevator DIRECTIONS : - Driving directions from Purchase College are page 2 - From Grand Central Station o Take Shuttle to Times Square, Walk towards 50th Street. Take a left onto 50th street, the Theater will be on your left. OR o Walk West from Grand Central to Broadway. Walk North West on Broadway until 50th street. Take a left onto 50th street, the Theater will be on your left. PARKING : FOOD & DINING : - Quik Park (4 min away) - Dig Inn o 888 Broadway, New York, o 856 8th Ave, New York, NY NY - Dunkin’ Donuts o (212) 445-0011 o 850 8th Ave, New York, NY - Icon Parking (3 min away) - Buffalo Wild Wings o 24 hours o 253 W 47th St, New York, o 790 8th Ave, New York, NY NY o (212) 581-8590 - Chipotle o 854 8th Ave FRNT 1, New CONVENIENCE STORES : York, NY - Rite Aid (3 min away) - Starbucks o 24 hours o 750 7th Ave, New York, NY o 301 W 50th St, New York, - McDonalds NY o 1651 Broadway, New - Duane Reade (1 min away) York, NY o 8 am – 8 pm o 1627 Broadway, New York, NY Tuesday there will be catering services in between shows. There will be a vegetarian option but if you are a picky eater or have other dietary restrictions please plan ahead. -
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. -
Federal Register/Vol. 65, No. 148/Tuesday, August 1, 2000/Rules
46870 Federal Register / Vol. 65, No. 148 / Tuesday, August 1, 2000 / Rules and Regulations significant economic impact on a Civil Justice Reform Dated: July 19, 2000. substantial number of small entities. G.N. Naccara, ``Small entities'' comprises small This rule meets applicable standards Rear Admiral, U.S. Coast Guard, Commander, businesses, not-for-profit organizations in sections 3(a) and 3(b)(2) of Executive First Coast Guard District. that are independently owned and Order 12988, Civil Justice Reform, to [FR Doc. 00±19396 Filed 7±31±00; 8:45 am] operated and are not dominant in their minimize litigation, eliminate BILLING CODE 4910±15±P fields, and governmental jurisdictions ambiguity, and reduce burden. with populations less than 50,000. Protection of Children The Coast Guard certifies under 5 DEPARTMENT OF TRANSPORTATION U.S.C. 605(b) that this rule will not have We have analyzed this rule under a significant economic impact on a Executive Order 13045, Protection of Coast Guard substantial number of small entities. Children from Environmental Health 33 CFR Part 117 This conclusion is based on the fact that Risks and Safety Risks. This rule is not three of the bridges presently open after an economically significant rule and a six-hour notice May 1 through does not concern an environmental risk [CGD01±99±069] September 30, which is greater than the to health or risk to safety that may proposed two-hour notice during those disproportionately affect children. RIN 2115±AE47 five months. The Coast Guard believes that the Environment Drawbridge Operation Regulations: two-hour advance notice October 1 Newtown Creek, Dutch Kills, English The Coast Guard considered the through April 30 is reasonable because Kills and their tributaries, New York the bridges will still open on signal environmental impact of this rule and provided the two-hour notice is given. -
Report Chapters 1 to 8
REGION 8 POUGHKEEPSIE, NEW YORK DRAFT DESIGN REPORT/ DRAFT ENVIRONMENTAL IMPACT STATEMENT Report Chapters 1 to 8 NYS ROUTE 17 AT EXIT 122 TOWN OF WALLKILL ORANGE COUNTY, NEW YORK P.I.N. 8006.72 May 2007 UNITED STATES DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION NEW YORK STATE DEPARTMENT OF TRANSPORTATION ELIOT C. SPITZER, Governor ASTRID C. GLYNN., Commissioner CONVERSION FROM INCH-POUND TO METRIC UNITS The Federal Government has designated the metric system as the preferred system of weights and measures in order to improve the competitiveness of American business and industry in the world marketplace. It is the policy of the Federal Highway Administration and the New York State Department of Transportation to convert from inch-pound to metric units for all projects to be let for con- struction after September 30, 1996. Therefore, this project is being designed using metric units. The text of this report uses metric (inch-pound units). The following table of approximate conversion factors provides the relationship between metric and inch pound unit for some of the more frequently used units in highway design. Metric Unit = Inch-Pound Unit x Factor Length kilometer (km) = miles (mi) x 1.61 " meter (m) = feet (ft) x 0.305 Area hectares (ha) = acre (a) x 0.405 " sq. meter (m2) = sq. yard (sy) x 0.836 " sq. meter (m2) = sq. foot (sf) x 0.093 Volume cubic meter (m3) = cubic yard (cy) x 0.765 " cubic meter (m3) = cubic foot (cf) x 0.028 Document Summary The purpose of this section is to provide you with information you can use to easily understand why the project is needed, what alternatives have been considered and how each alternative meets the project goals and affects the environment. -
Directions from Faith Heritage to Common Athletic Venues
Directions from Faith Heritage to Common Athletic Venues Following are directions from the school to common opponent athletic venues. Not every away site will be listed, but the following list will cover almost all regular season games. Directions to Baldwinsville 29 East Oneida Street, B’ville 81 North to 690 West to Van Buren Road exit. Turn right on Van Buren, go about 1 mile and turn left on Route 48. Go through the 4 corners and turn right onto Oneida Street. The entrance to the B’ville campus is just ahead on the left. _____________________________________________________________ Directions to Bishop Grimes 6653 Kirkville Road, East Syracuse 481 North to Kirkville Road exit. Take Kirkville Road West and go through the first intersection. Bishop Grimes is immediately past the intersection on the right. Enter the gym from the parking lot behind the school. Fields are behind the school. ________________________________________________________________________ Directions to Bishop Ludden 815 Fay Road, Syracuse Route 173 West (West Seneca Turnpike) up Onondaga Hill. Stay on 173 at the top of the hill. 2.7 Miles, take right hand fork onto Fay Road (at split Rock-near Immanuel Nazarene Church). 1 Mile to Bishop Ludden. ________________________________________________________________________ Directions to Blessed Virgin Mary (BVM) 2656 Warners Road, Warners, NY 81 North to 690 West to the Camillus bypass (Route 695, which turns into Route 5), just past the state fairgrounds. Take the exit for Newport Road. Turn right onto Newport. Go about 3 miles on Newport (this will include a right hand turn – stay on Newport – at about 2 miles). Turn right on Warners Road/Route 173. -
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 .......................................................................................................................................................................................................................... -
3.5: Freight Movement
3.5 Freight Movement 3.5 Freight Movement A. INTRODUCTION This section describes the characteristics of the existing rail freight services and railroad operators in the project area. Also addressed is the relationship between those services and Build Alternative long-term operations. The study area contains several rail freight lines and yards that play key roles in the movement of goods to and from the Port of New York and New Jersey, the largest port on the east coast, as well as in the movement of goods vital to businesses and residents in multiple states. However, no long-term freight movement impacts are anticipated with the Build Alternative, and no mitigation measures will be required. B. SERVICE TYPES The following freight rail services are offered in the project area: • Containerized or “inter-modal” consists primarily of containers or Example of Doublestack Train with Maritime truck trailers moved on rail cars. Containers Intermodal rail traffic is considered the fastest growing rail freight market, and is anticipated to grow in the region between 3.9 and 5.6 percent annually through 2030, based on the NJTPA Freight System Performance Study (see Table 3.5-1). • Carload traffic consists of products that are typically moved in boxcars, hopper cars, tank cars, and special lumber cars over a long distance by rail, and then either transported directly by rail or Example of Carload Rail Traffic shifted to truck for delivery to more local customers. The characteristics of these commodities (e.g., bulk, heavy or over- dimensional) make rail the preferred option for long-distance movement. -
Northeast Energy Direct Project Docket No. Pf14-22-000
NORTHEAST ENERGY DIRECT PROJECT DOCKET NO. PF14-22-000 DRAFT ENVIRONMENTAL REPORT RESOURCE REPORT 10 ALTERNATIVES PUBLIC Submitted by: Tennessee Gas Pipeline Company, L.L.C. 1001 Louisiana Street Houston, Texas 77002 November 2014 Environmental Report NED Project Resource Report 10 Alternatives 10-i RESOURCE REPORT 10 – ALTERNATIVES SUMMARY OF FILING INFORMATION INFORMATION FOUND IN Address the “no action” alternative (§ 380.12 (l)(1)). Section 10.1 For large Projects, address the effect of energy conservation or Section 10.1.1 energy alternatives to the Project Section 10.1.2 (§ 380.12 (l)(1)). Identify system alternatives considered during the identification of the Project and provide the rationale for rejecting each Section 10.2 alternative (§ 380.12 (l)(1)). Identify major and minor route alternatives considered to avoid impact on sensitive environmental areas (e.g., wetlands, parks, Section 10.3 or residences) and provide sufficient comparative data to justify the selection of the proposed route (§ 380.12 (l)(2)(ii)). Identify alternative sites considered for the location of major new aboveground facilities and provide sufficient comparative Sections 10.4, 10.5, and 10.6 data to justify the selection of the proposed site (§ 380.12 (l)(2)(ii)). November 2014 Environmental Report NED Project Resource Report 10 Alternatives 10-ii TABLE OF CONTENTS 10.0 INTRODUCTION..................................................................................................................... 10-1 10.1 NO-ACTION ALTERNATIVE ................................................................................... -
BRIDGE POINT MELROSE PARK Bridgepmp.Com | Melrose Park, IL
BRIDGE POINT MELROSE PARK bridgepmp.com | Melrose Park, IL AVAILABLE SPACE Up to 1,539,780 SF # OF BUILDINGS 1 - 3 CLEAR HEIGHT 36' - 40' NEW INFILL DEVELOPMENT O'HARE / WEST COOK SUBMARKET LAND SIZE HIGHLIGHTS 86.63 Acres • High profile location for labor and last mile distribution • Class A buildings with state-of-the-art • Unmatched connectivity to local expressways, specifications DELIVERY DATE intermodal centers, and O'Hare International Airport • Only site in O'Hare / West Cook submarket which • Direct access to Interstate 290 and Interstate 294 can accommodate over 500,000 SF building Q2 2023 • Potential for built-to-suit development with flexibility in • Site offers flexibility to accommodate heavy trailer design and layout parking CHARLIE KENNING BRIAN CARROLL Executive Vice President Senior Vice President [email protected] [email protected] +1 773 304 4117 +1 773 632 1102 CONCEPT PLAN #1 STORMWATER MANAGEMENT FACILITY 3 Clear Height: 40' 56'-6" Exterior Docks: 130 (expandable to 148) (89) 5 5 70'-0" TRAILER POSITIONS 1 3 1 5 13 15 Drive-In Doors: 4 (65) EXTERIOR DOCKS (9) FUTURE EXTERIOR DOCKS 2 2 22 707,953 SF 60'-0" D.I.D. D.I.D. 1180'-0" Car Parking: 610 stalls 60'-0" 121'-0" 121'-0" 50'-0" 2 0 2 0 50'-0" 1080'-0" 4 0 20 20 40 (20)BAYS @ 54'-0" 10'-0" Trailer Parking: 178 stalls 16'-4" 10'-0" Truck Court: 130' (10) B A Y S @ 48'-0" PROPOSED 2 0 20 40 20 20 Spec Office: To suit 40 480'-0" 600'-0" FACILITY #3 ±707,953 SQ.FT. -
Court Sq-23 St E
Neighborhood Map ¯ 25-16 27-17 Riverwalk 9-19 Commons 38 Avenue 39-01 21-18 38-99 22-01 37-99 t 27-12 e 10 Street 28-17 38-01 37-31 e 38-99 r 29 Street t Roosevelt Island Q102 10-11 11 Street S n Promenade Queens Q103 i 22-18 38-99 40 Avenue Q100 39-01 Old Ridge Road a East River Q102 12 Street 23-01 28-18 LTD 38-01 M 37-49 38-99 39 Avenue Greenway 13 Street Q100 40-01 Q103 11-11 Q66 LTD Q69 38-99 23-14 24-19 39-01 29-18 Vernon Boulevard Queensbridge 38-01 38-99 Q66 North 21 StreetQ69 Roosevelt 12-15 Houses 24-20 38-99 39-01 25-19 38-99 22 Street Island 40-01 13-13 38-99 40-99 40 Avenue 25-20 Firefighters 39-01 27-19 39-99 39 Avenue Field 23 Street Queensbridge 8-25 21-19 27-20 38-99 39-01 28-11 Fisher Landau Park 41-01 24 Street Center for Art 40-01 21-22 39-99 Roosevelt 8-26 22-01 38-99 1 40-99 28-10 Island 39-01 29-19 Q102 Q103 10-25 Queensbridge North Queensbridge 22-14 39-99 40-01 Houses 23-13 Crescent Street 38-99 4 29-08 Q102 41 Avenue Library 39-01 d 41-01 Q103 40 Avenue a 39 Av o 27 Street R 39-99 t 23-02 s Queensbridge 40-01 24-11 a 39-01 E 2 South 10-26 40-99 Houses 28 StreetGrowing Up 39-99 10-25 24-16 Green Q32 40-01 25-17 Charter School Q60 Q103 21 St Q101 3 41-01 Queensbridge 29 Street Queensboro Q103 10-26 25-20 39-99 Bridge 40-01 27-15 10 Street 40-99 40 Avenue St.