New Jersey Statewide Transportation Improvement Program Fiscal Years 2020‐2029
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Colorado's Full-Scale Field Testing of Rockfall Attenuator Systems
TRANSPORTATION RESEARCH Number E-C141 October 2009 Colorado’s Full-Scale Field Testing of Rockfall Attenuator Systems TRANSPORTATION RESEARCH BOARD 2009 EXECUTIVE COMMITTEE OFFICERS Chair: Adib K. Kanafani, Cahill Professor of Civil Engineering, University of California, Berkeley Vice Chair: Michael R. Morris, Director of Transportation, North Central Texas Council of Governments, Arlington Division Chair for NRC Oversight: C. Michael Walton, Ernest H. Cockrell Centennial Chair in Engineering, University of Texas, Austin Executive Director: Robert E. Skinner, Jr., Transportation Research Board TRANSPORTATION RESEARCH BOARD 2009–2010 TECHNICAL ACTIVITIES COUNCIL Chair: Robert C. Johns, Director, Center for Transportation Studies, University of Minnesota, Minneapolis Technical Activities Director: Mark R. Norman, Transportation Research Board Jeannie G. Beckett, Director of Operations, Port of Tacoma, Washington, Marine Group Chair Paul H. Bingham, Principal, Global Insight, Inc., Washington, D.C., Freight Systems Group Chair Cindy J. Burbank, National Planning and Environment Practice Leader, PB, Washington, D.C., Policy and Organization Group Chair James M. Crites, Executive Vice President, Operations, Dallas–Fort Worth International Airport, Texas, Aviation Group Chair Leanna Depue, Director, Highway Safety Division, Missouri Department of Transportation, Jefferson City, System Users Group Chair Robert M. Dorer, Deputy Director, Office of Surface Transportation Programs, Volpe National Transportation Systems Center, Research and Innovative -
D.J. Henderson Collection (1927-1990S)
D.J. Henderson Collection, Newark Public Library, Page 1 D.J. Henderson Collection (1927-1990s) Charles F. Cummings New Jersey Information Center The Newark Public Library 5 Washington Street, PO Box 630, Newark, New Jersey 07101-0630 Phone: (973) 733-7775; Email: [email protected] URL: http://www.npl.org/Pages/Collections/njic.html © 2014 All rights reserved. Title: D.J. Henderson Collection Dates: 1936 - 1994; bulk 1970s and 1980s Location: Charles F. Cummings New Jersey Information Center Extent: 11 Hollinger boxes and 2 Paige boxes Processed: Kathy Kauhl, 2014 Language: English Restrictions on Access Access Restrictions Open to the public. Photocopying of materials is limited and no materials may be photocopied without permission from library staff. Use Restrictions Researchers wishing to publish, reproduce, or reprint materials from this collection must obtain permission. Preferred Citation D.J. Henderson Collection, Charles F. Cummings New Jersey Information Center, Newark Public Library. Background: Born in 1898 in Indiana, Dorland J. Henderson earned a degree in electrical engineering from Purdue. From 1932 he worked for the New Jersey Department of Transportation in various capacities, overcoming discrimination to retire in 1970 as Director of Traffic Engineering. A key project was the Route 72 bridge spanning Stafford Township and Long Beach Island, named for him in 2000, which made use of low level lighting. After retiring, he consulted on movable bridges until 1978. Elizabeth (Betty) Henderson, from Michigan, was educated as a social worker and worked for some time in the East Orange schools. She was also an accomplished weaver. D.J. Henderson Collection, Newark Public Library, Page 2 In 1954, the Hendersons purchased the run-down 18th-century Sydenham farmhouse on Old Road to Bloomfield adjacent to Branch Brook Park in the North Ward of Newark and over the decades painstakingly restored it. -
Title of Master's Thesis
DEVELOPMENT OF AN INSPECTION CHECKLIST FOR RISK ASSESSMENT OF BRIDGES IN NEW JERSEY by LAYLA ISSA A thesis submitted to the Graduate School - New Brunswick Rutgers, The State University of New Jersey in partial fulfillment of the requirements for the degree of Masters of Science Graduate Program in Civil and Environmental Engineering written under the direction of Dr. Hani Nassif and approved by _________________________________________ _________________________________________ _________________________________________ New Brunswick, New Jersey May, 2008 ABSTRACT OF THE THESIS DEVELOPMENT OF AN INSPECTION CHECKLIST FOR RISK ASSESSMENT OF BRIDGES IN NEW JERSEY By LAYLA ISSA Thesis Director: Dr. Hani Nassif In the aftermath of the September 11th tragedies, transportation infrastructure has become one of the most visible targets since its destruction could result in substantial human casualties, economic losses, and socio-political damages. Improving bridge security is very important in helping various governmental agencies protect and design structures to better withstand extreme blast loadings. Although many bridge owners have developed their own prioritization methodologies, there is still a need for a better approach to prioritize and assess all bridges not only in New Jersey but in the whole United States. This research focuses on bridges located in New Jersey only, however the analysis and results could be applied to bridges in other states. The studies include an analysis on risk management and vulnerability assessment by developing a checklist that will provide identification of critical bridges for security hazards and guidelines for bridge security design in order to reduce their vulnerability to attacks. The analysis will first start by identifying bridges in New Jersey and the different ii types available. -
Passaic River Navigation Update Outline
LOWER PASSAIC RIVER COMMERCIAL NAVIGATION ANALYSIS United States Army Corps of Engineers New York District Original: March, 2007 Revision 1: December, 2008 Revision 2: July, 2010 ® US Army Corps of Engineers LOWER PASSAIC RIVER RESTORATION PROJECT COMMERCIAL NAVIGATION ANALYSIS TABLE OF CONTENTS 1.0 Study Background and Authority…………………………………………………1 2.0 Study Purpose……………..………………………………………………………1 3.0 Location and Study Area Description……………………………………………..4 4.0 Navigation & Maintenance Dredging History…………………………………….5 5.0 Physical Constraints including Bridges…………………………………………...9 6.0 Operational Information………………………………………………………….11 6.1 Summary Data for Commodity Flow, Trips and Drafts (1980-2006)…..12 6.2 Berth-by-Berth Analysis (1997-2006)…………………………………...13 7.0 Conclusions………………………………………………………………………26 8.0 References………………………………………………………………………..29 LIST OF TABLES Table 1: Dredging History………………………………………………………………...6 Table 2. Bridges on the Lower Passaic River……………………………………………..9 Table 3. Channel Reaches and Active Berths of the Lower Passaic River………………18 Table 4: Most Active Berths, by Volume (tons) Transported on Lower Passaic River 1997-2006………………………………………………………………………..19 Table 5: Summary of Berth-by-Berth Analysis, below RM 2.0, 1997-2006.....................27 LIST OF FIGURES Figure 1a. Federal Navigation Channel (RMs 0.0 – 8.0)………………………………….2 Figure 1b. Federal Navigation Channel (RMs 8.0 – 15.4)………………………………...3 Figure 2. Downstream View of Jackson Street Bridge and the City of Newark, May 2007………………………………………………………………………………..5 Figure 3. View Upstream to the Lincoln Highway Bridge and the Pulaski Skyway, May 2007………………………………………………………………………………..8 Figure 4. View Upstream to the Point-No-Point Conrail Bridge and the NJ Turnpike Bridge, May 2007……………………………………………………………......10 Figure 5. Commodities Transported, Lower Passaic River, 1997-2006…………………12 Figure 6. -
Passaic River Navigation Update Outline
LOWER PASSAIC RIVER COMMERCIAL NAVIGATION ANALYSIS United States Army Corps of Engineers New York District Original: March, 2007 Revision 1: December, 2008 Revision 2: July, 2010 ® US Army Corps of Engineers LOWER PASSAIC RIVER RESTORATION PROJECT COMMERCIAL NAVIGATION ANALYSIS TABLE OF CONTENTS 1.0 Study Background and Authority…………………………………………………1 2.0 Study Purpose……………..………………………………………………………1 3.0 Location and Study Area Description……………………………………………..4 4.0 Navigation & Maintenance Dredging History…………………………………….5 5.0 Physical Constraints including Bridges…………………………………………...9 6.0 Operational Information………………………………………………………….11 6.1 Summary Data for Commodity Flow, Trips and Drafts (1980-2006)…..12 6.2 Berth-by-Berth Analysis (1997-2006)…………………………………...13 7.0 Conclusions………………………………………………………………………26 8.0 References………………………………………………………………………..29 LIST OF TABLES Table 1: Dredging History………………………………………………………………...6 Table 2. Bridges on the Lower Passaic River……………………………………………..9 Table 3. Channel Reaches and Active Berths of the Lower Passaic River………………18 Table 4: Most Active Berths, by Volume (tons) Transported on Lower Passaic River 1997-2006………………………………………………………………………..19 Table 5: Summary of Berth-by-Berth Analysis, below RM 2.0, 1997-2006.....................27 LIST OF FIGURES Figure 1a. Federal Navigation Channel (RMs 0.0 – 8.0)………………………………….2 Figure 1b. Federal Navigation Channel (RMs 8.0 – 15.4)………………………………...3 Figure 2. Downstream View of Jackson Street Bridge and the City of Newark, May 2007………………………………………………………………………………..5 Figure 3. View Upstream to the Lincoln Highway Bridge and the Pulaski Skyway, May 2007………………………………………………………………………………..8 Figure 4. View Upstream to the Point-No-Point Conrail Bridge and the NJ Turnpike Bridge, May 2007……………………………………………………………......10 Figure 5. Commodities Transported, Lower Passaic River, 1997-2006…………………12 Figure 6. -
Rockfall Catchment Area Design Guide
ROCKFALL CATCHMENT AREA DESIGN GUIDE FINAL REPORT SPR-3(032) Metric Edition by Lawrence A. Pierson, C.E.G., Senior Engineering Geologist Landslide Technology and C. Fred Gullixson, C.E.G., Senior Engineering Geologist Oregon Department of Transportation and Ronald G. Chassie, P.E. Geotechnical Engineer for Oregon Department of Transportation – Research Group 200 Hawthorne Avenue SE – Suite B-240 Salem, OR 97301-5192 and Federal Highway Administration 400 Seventh Street SW Washington, DC 20590 December 2001 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-OR-RD-02-04m 4. Title and Subtitle 5. Report Date December 2001 ROCKFALL CATCHMENT AREA DESIGN GUIDE Final Report (Metric Edition) 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Lawrence A. Pierson, C.E.G., Landslide Technology, Portland, OR, USA SPR-3(032) C. Fred Gullixson, C.E.G., Geo/Hydro Section, Oregon Dept. of Transportation Ronald G. Chassie, P.E. Geotechnical Engineer, FHWA (Retired) 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Oregon Department of Transportation Research Group 11. Contract or Grant No. 200 Hawthorne Ave. SE Salem, OR 97301-5192 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Research Group and Federal Highway Administration Final Report Oregon Department of Transportation 400 Seventh Street, SW 200 Hawthorne Ave. SE Washington, DC 20590 14. Sponsoring Agency Code Suite B-240 Salem, OR 97301-5192 15. Supplementary Notes 16. Abstract The data gathered from an exhaustive research project consisting of rolling a total of approximately 11,250 rocks off vertical; 4V:1H;2V;1H;1.33V:1H;1.0V:1.0H slopes of three different heights (12.2, 18.3, and 24.4 meters) into three differently inclined catchment areas (flat, 1V:6H and 1V:4H) has been used to develop design charts for dimensioning rockfall catchment areas adjacent to highways. -
Sr 520: I-5 (Seattle) to Sr 202(Redmond Vic)
SR 520, I-5 (SEATTLE) TO SR 202(REDMOND VIC) ARM 0.00 TO ARM 12.82, SR MP 0.00 TO SR MP 12.83 CHARACTERISTICS Segment Description: SR 520, I-5 (Seattle) to SR 202(Redmond Vic) ARM 0.00 to 12.82, SR MP 0.00 to SR MP 12.83 . County/Counties: King Cities/Towns Included: There are number of cities located along the routes: Seattle, Medina, Hunts Point, Yarrow Point, Clyde Hill, Bellevue, and Redmond. Number of lanes in the corridor: 2 to 6 Lane width: 12 to 24 feet. Speed limit: 40 to 60 mph. Median width: 4 to 157 feet. Shoulder width: 3 to 24 feet. Highway Characteristics: SR 520 has been designated as HSS and as NHS for the entire corridor. SR 520 has been assigned the functional class Urban Principal Arterial. Also, the SR 520 corridor is designated T-2 with annual tonnage of 7,486,969. Special Use Lane Information (HOV, Bicycle, Climbing): There is one Transit lane on the left in the vicinity of Arm 0.97 - 1.09. There are high occupancy vehicle (HOV) lanes on the Left in the vicinity of ARM 4.18-6.90 and 7.53-10.47 and on the right in the vicinity of ARM 7.37- 9.47 and 9.78-11.17. There are Weave/Speed Change lanes located on the right in the vicinity of ARM 6.31-6.69, 7.20-7.34, 9.59-11.50 and on the left in the vicinity of ARM 7.05-7.28, 9.53-9.78. -
Us82 Rockfall Mitigation Project
US82 ROCKFALL MITIGATION PROJECT May, 2009 BY Mohammed Ghweir Engineering Geologist Geotechnical Design Section New Mexico DOT SACRAMENTO MTS Rock Fall Signs Back Ground • US82 Connects the Town of Alamogordo, Holloman Air Force Base, and White Sands Missile Range with the Village of Cloudcroft and A Major Route US285 to the East. • The Mountain Range is Over 10,000 ft. High and Subjected to Snowfall and Freeze in the Winter. • The Road Was Built In+ the Early Fifties. • Rockfall Catchment Is Non-Existing or Very Narrow. • This Terrain is Rocky and Very Costly to Blast or Excavate. • Road Cuts Were Mostly Made in Unfavorably Orientation with Respect to Dip Angles. US82 UP MTS. GEOLOGY • The Sacramento Mountains Range is Located in the Basin and Range Province of Southern New Mexico. It is Primarily an Uplift of Large Faulted Blocks of Anticlines and Synclines. • It Comprises Quaternary Alluvial/Pediment thin Deposits That overlies Very Massive and Mostly competent Paleozoic Sedimentary Rocks of Limestone, sandstone and Shale. Geologic Map of US82 Rock Mitigation Project San Andres Limestone Yeso Fm EXISTING CONDITIONS • The Project Includes Four Road Cuts Extend From MP 14.2 to MP 15.2. • Gabion Wall and Concrete Barriers were Place Some Thirty Years Ago As Fallen Rocks Catchment. • Gabions Were Placed on Top of Standard Concrete Barriers. • Over time, Rocks filled the Space Behind the Barriers and the Walls and Spilled Over Into the Narrow Shoulder and the Driving Lanes. • The Concrete Barriers Started to Deteriorate and Chip off which will Later Undermine the Gabion Stack. GEOTECHNICAL INVESTIGATION • These Cuts Were Rated “A” and “B” Using Oregon Rockfall Rating System. -
Public Involvement Action Plan (PIAP)
PUBLIC INVOLVEMENT ACTION PLAN COUNTY OF HUDSON / COUNTY OF ESSEX Local Concept Development Study for Clay Street Bridge over the Passaic River Borough of East Newark, Hudson County, and City of Newark, Essex County, NJ North Jersey Transportation Planning Authority Hudson County / Essex County Clay Street Bridge over the Passaic River Local Concept Development Study Borough of East Newark and City of Newark, New Jersey Public Involvement Action Plan (PIAP) Prepared by: Hardesty & Hanover, LLC M.A. Culbertson, LLC March 2014 PUBLIC INVOLVEMENT ACTION PLAN COUNTY OF HUDSON / COUNTY OF ESSEX Local Concept Development Study for Clay Street Bridge over the Passaic River Borough of East Newark, Hudson County, and City of Newark, Essex County, NJ TABLE OF CONTENTS A. Purpose ……………………………………………………...…………...…………… 1 B. Project Description…………………………………………………………………… 1 C. Public Involvement Process Overview………………………………....……….…… 1 D. Public Involvement Process Steps - Local Concept Development Phase…….…… 2 E. Schedule of Public Involvement Initiatives………………………...……………….. 8 F. Public Involvement Deliverables……………………………………………………. 11 Prepared by: Hardesty & Hanover, LLC M.A. Culbertson, LLC March 2014 PUBLIC INVOLVEMENT ACTION PLAN COUNTY OF HUDSON / COUNTY OF ESSEX Local Concept Development Study for Clay Street Bridge over the Passaic River Borough of East Newark, Hudson County, and City of Newark, Essex County, NJ A. Purpose The purpose of the Public Involvement effort for the Hudson County/Essex County Clay Street Bridge Local Concept Development Study is to have an informed and involved public who has access to the planning approach and the decision making process. The Public Involvement Action Plan (PIAP) seeks to provide ample opportunity for public comment regarding the identification and development of proposed improvements. -
About CTC OUR TEAM Technical Communications for Transportation
Technical communications for transportation professionals Show the value of your research program in clear, about CTC PROGRAM compelling ways. CTC & Associates will help you COMMUNICATIONS develop performance measures, annual reports, CTC & Associates provides technical newsletters (print and online), videos and communications services for the websites that drive change. transportation sector. Based in Madison, Wisconsin, the firm serves state departments of transportation, local road agencies, associations, universities and national Capture the impacts of your research projects research programs. We help our clients for internal and external audiences. CTC & Associates will develop tailored research drive change with effective TECHNOLOGY summaries for your projects that tell the story communication of research results, peer TRANSFER of the problem, solution and benefits – in practices and management strategies. technically accurate yet interesting language that is accessible to both managers and specialists. Don’t reinvent the wheel. CTC & Associates will OUR TEAM conduct quick-turnaround research for you INFORMATION on any transportation topic. We’ll comb the literature, interview experts and conduct surveys CTC’s writers, editors, research managers SERVICES – then package it all in a readable report that and web designers work closely with our highlights gaps and potential next steps. clients in transportation research to develop the most effective ways to communicate technical and policy information. We carefully tailor communications for top management, Maximize your research investment. CTC & practitioners, partner organizations and Associates will help you fill gaps in your research RESEARCH program. We will manage contract research, the public, and we pride ourselves on administer pooled fund studies, facilitate peer delivering high-quality, effective products MANAGEMENT exchanges, develop RFPs, and revise guidance and services on time and on budget. -
Table of Contents
Qualified Products Lists Table of Contents List 1. TRAFFIC CONTROL MATERIALS Section A. Snowplowable Reflective Pavement Markers and Replacement Lenses 1. Snowplowable Reflective Pavement Markers 2. Replacement Lens for Snowplowable Markers 3. Raised Reflective Pavement Markers Section B. Preformed Plastic Pavement Markings 1. Type 1 – 60 mils 2. Preformed Thermoplastic Section C. Temporary Tape (Removeable and Non-Removeable) 1. Permanent Preformed Tape 2. Preformed Contrast Tape 3. Temporary Removeable Preformed Tape 4. Preformed Blackout Tape Section D. Alternative Pavement Marking Materials 1. Audible Pavement Markings 2. Wet Reflective Pavement Markings Section E. Bituminous Pavement Marker Adhesive Section F. Flexible Surface- and Ground-Mounted Delineator Posts Section G. Guardrail and Barrier/Parapet Delineation 1. Concrete Barrier/Parapet Delineation 2. Guardrail Post Delineation 3. Guardrail Beam Delineation 4. Concrete Barrier/Parapet Delineation Enhancement Section H. Workzone Traffic Drums List 2. Waterproofing Membranes and Materials Section A. Bridge Deck Waterproofing Membranes Section B. Joint Waterproofing Membranes (12” Plus Width) List 3. Structural Steel Coatings Section A. NEPCOAT List A – 3-Coat System 1. Inorganic Zinc/Epoxy or Urethane/Aliphilic Urethane 2. Organic Zinc/Epoxy or Urethane/Aliphilic Urethane 3. Organic Zinc Primer/Topcoat 4. Inorganic Zinc Primer/Topcoat 5. Epoxy Spot and Full Prime and Finish Coat 6. Non-Epoxy Spot and Full Prime and Finish Section B. Two-Coat System – Epoxy Spot and Full Prime and Finish Coat Section C. Two-Coat System – Non-Epoxy Spot and Full Prime and Finish Coat List 4. Air-Entraining and Chemical Admixtures for Concrete Section A. Air-Entraining Admixtures Section B. Chemical Admixtures 1. Type A – Water Reducers 2. -
A Review of Rockfall Mechanics and Modelling Approaches Luuk K.A
Progress in Physical Geography 27,1 (2003) pp. 69–87 A review of rockfall mechanics and modelling approaches Luuk K.A. Dorren Institute for Biodiversity and Ecosystem Dynamics, Universiteit van Amsterdam, Nieuwe Achtergracht 166, NL-1018 WV Amsterdam, the Netherlands Abstract: Models can be useful tools to assess the risk posed by rockfall throughout relatively large mountainous areas (>500km 2), in order to improve protection of endangered residential areas and infrastructure. Therefore the purpose of this study was to summarize existing rockfall models and to propose modifications to make them suitable for predicting rockfall at a regional scale. First, the basic mechanics of rockfall are summarized, including knowledge of the main modes of motion: falling, bouncing and rolling. Secondly, existing models are divided in three groups: (1) empirical models, (2) process-based models and (3) Geophysical Information System (GIS)-based models. For each model type its basic principles and ability to predict rockfall runout zones are summarized. The final part is a discussion of how a model for predicting rockfall runout zones at a regional scale should be developed. AGIS-based distribution model is suggested that combines a detailed process-based model and a GIS. Potential rockfall source areas and falltracks are calculated by the GIS component of the model and the rockfall runout zones are calculated by the process-based component. In addition to this model, methods for the estimation of model parameters values at a regional scale have to be developed. Key words: distributed model, GIS, modelling, natural hazard, rockfall. IIntroduction In mountainous areas rockfall is a daily occurrence.