TRAFFIC AND SAFETY NOTE 907B. Incentive/Disincentive Clause
|
|
- Kory Adams
- 5 years ago
- Views:
Transcription
1 TRAFFIC AND SAFETY NOTE 97B SUBJECT: PURPOSE: Incentive/Disincentive Clause To Provide Guidance for Calculating Capacity in Determining if an Incentive/Disincentive is Warranted COORDINATING UNIT: Geometric Design Unit INFORMATION: To justify an incentive/disincentive (I/D) clause, delay-related user costs must exceed the I/D dollar amount. Generally, the I/D dollar value should not exceed five percent of the construction contract. Determining the impact on capacity may also be useful in determining the impact on the Central Business District or as a Context Sensitive Measure. The attached information can be used as an initial tool to estimate capacity in determining whether or not an I/D clause is warranted for a construction project. Please also see Note 91-Series for Guidelines for Maintaining Traffic Capacity. For more information on work zone management see the Work Zone Safety and Mobility Manual. 97B (NEW) 1 of 7 7/8/28
2 GUIDANCE FOR CALCULATING CAPACITY in DETERMINING if an INCENTIVE/DISINCENTIVE CLAUSE Is WARRANTED The attached tables can be used as an initial tool to estimate capacity in determining whether or not an incentive/disincentive (I/D) clause is warranted for a construction project. To justify the clause, delay-related user costs may exceed the I/D dollar amount. Generally, the I/D dollar value should not exceed five percent of the construction contract. Normally, congestion occurs each time traffic demand exceeds the capacity of the roadway under consideration. Since the Design Hourly Volume (DHV) is readily available, it can be used and compared to the appropriate capacity presented in the attached tables. When DHV exceeds available capacity, an incentive/disincentive analysis can be performed to determine the amount of user delay. Twenty-four hour counts and the maintaining traffic plan are required to perform this analysis. Currently, the department uses the construction congestion (C3) program to estimate total user delay cost associated with construction activities. (Contact the Traffic and Safety Region Services area of Construction & Technology for more information on the C3 program.) The total delay cost calculated by this program is the sum of speed and backup delay. Speed delay is the difference in time to travel the distance through a work zone (or around it if a detour is required) during construction and the time it would take if there were no construction. Backup delay is the length of time a vehicle spends in queue before entering a work zone. Backup delay occurs when traffic demand exceeds work zone capacity. If a designated detour is present, a traffic distribution model should be used to estimate traffic volumes using the detour and traffic volumes still traveling through the work zone. The C3 program can then be used to estimate user costs. CAPACITY DURING TRAFFIC REGULATING OPERATIONS Attached is a chart and graph showing capacity during traffic regulating operations on two-lane roadways. The capacity of a traffic regulating operation is directly related to the length of the traffic regulating zone. For example, if the posted speed during the traffic regulating operation is 35 mph and traffic demand is 1, vph, the length of the traffic regulating operation should not exceed.7 miles (1.12 km). The C3 program can be used to calculate user delay. 97B (NEW) 2 of 7 7/8/28
3 RECOMMENDED DIRECTIONAL WORK ZONE CAPACITIES FOR FREEWAYS NUMBER OF LANES Normal Open VPH (vehicles per hour) AVERAGE CAPACITY of AVAILABLE LANES VPHPL (vehicles per hour per lane) 3 1 1,4 1, ,55 1, ,2 1, ,4 1, ,4 1, ,25 1,75 ADJUSTMENTS 1. If the percentage of trucks is greater than 1 percent, reduce VPH by 1 percent. 2. If an entrance ramp is within the closure zone, reduce the volume of the freeway lane by the minimum of: a. Ramp entering volume in VPHPL b. 8 VPHPL whichever is smaller. 3. Add (or subtract) 1% of the VPH for above (or below) average work activities. a. Work activities which are in close proximity and/or involve larger equipment and numbers of workers would decrease capacity. c. Work activities which involve minimal noise and dust and are remote from open travel lanes would increase capacity. 97B (NEW) 3 of 7 7/8/28
4 RECOMMENDED WORK ZONE CAPACITIES SIGNALIZED ROADWAYS Directional Capacity for Divided Roadways or One-way Streets (VPH) Number of Lanes Open ,25 1,475 Greentime % ,3 1, ,6 2,3 Bi-directional Capacity for Undivided Roadways (VPH) Left Turn Prohibited Number of Lanes Open ,5 2,5 Greentime % 5 1,36 2,6 6 1,65 3,2 Bi-Directional Capacity for Undivided Roadways (VPH) 1 Percent Lefts Number of Lanes Open 2 3 (Center Left Turn Lanes) 3 (Center Left Turn Lanes) 4 Used Greentime % Split Permissive Protected Split Design Hourly Volume (DHV) for divided roadway is directional as shown in the Sufficiency Rating Manual. - Design Hourly Volume (DHV) for undivided roadway is bi-directional as shown in the Sufficiency Rating Manual. - Above capacities are based on 8-second cycle length. - Greentime % is the total greentime available for the roadway under construction. ADJUSTMENT If the percentage of heavy trucks > 1 percent, reduce capacity by 1 percent. 97B (NEW) 4 of 7 7/8/28
5 CAPACITY IN TRAFFIC REGULATOR ZONES LENGTH OF TRAFFIC 25 MPH POSTED 3 MPH POSTED 35 MPH POSTED 4 MPH POSTED 45 MPH POSTED 5 MPH POSTED 55 MPH POSTED REGULATOR ZONE, MI (KM) CAPACITY (VPH) CAPACITY (VPH) CAPACITY (VPH) CAPACITY (VPH) CAPACITY (VPH) CAPACITY (VPH) CAPACITY (VPH).1 (.16) (.32) (.48) (.64) (.8) (.96) (1.12) (1.28) (1.45) (1.61) (1.77) (1.93) (2.1) (2.25) (2.41) (2.57) (2.74) (2.89) (3.5) (3.22) (3.38) (3.54) (3.7) (3.86) (4.2) D R A F T Michigan Department of Transportation TRAFFIC AND SAFETY NOTE INCENTIVE/DISINCENTIVE CLAUSE DRAWN BY: DFK 2/27/8 CHECKED BY: Note 97B JAT PLAN DATE: 5 OF 7 FILE: PW RD TS T Dev Note97B tsn.dgn REV. 2/27/28 SHEET
6 CAPACITY (VPH) BOTH DIRECTIONS CAPACITY IN TRAFFIC REGULATOR ZONES - ENGLISH 55 MPH POSTED 35 MPH POSTED LENGTH OF TRAFFIC REGULATING ZONE IN MILES 45 MPH POSTED D R A F T Michigan Department of Transportation TRAFFIC AND SAFETY NOTE INCENTIVE/DISINCENTIVE CLAUSE DRAWN BY: DFK 2/27/8 CHECKED BY: JAT PLAN DATE: FILE: PW RD TS T Note97B tsn.dgn Note 97B SHEET 6 OF7 REV. 2/27/28
7 CAPACITY (VPH) BOTH DIRECTIONS CAPACITY IN TRAFFIC REGULATOR ZONES - METRIC 35 MPH POSTED LENGTH OF TRAFFIC REGULATING ZONE IN KILOMETERS 55 MPH POSTED 45 MPH POSTED D R A F T Michigan Department of Transportation TRAFFIC AND SAFETY NOTE INCENTIVE/DISINCENTIVE CLAUSE DRAWN BY: DFK 2/27/8 CHECKED BY: JAT PLAN DATE: FILE: PW RD TS T Dev Note97B tsn.dgn Note 97B SHEET 7 OF 7 REV. 2/27/28
Two Lane Highways Procedures from 2000 Highway Capacity Manual
Two Lane Highways Procedures from 2000 Highway Capacity Manual Two lane-1 Maximum flow rates on two-way streets: 1700 cars/hour in one direction and 3200 in both directions Level of Service is based on:
More informationDIRECTIONAL DRIVEWAYS AT HIGHWAYS WITHOUT CURB
DIRECTIONAL DRIVEWAYS AT HIGHWAYS WITHOUT CURB 20 (6m) 25 (7.5m) Desirable outline of parking area 10 (3m) 16 (4.8m) 50 (15 m) R 75 (23m) R Taper Alternate outline of 20 (6m) R parking area Pave shoulders
More informationLATSON INTERCHANGE DEVELOPMENT TRAFFIC STUDIES. Genoa Township, Livingston County, MI
LATSON INTERCHANGE DEVELOPMENT TRAFFIC STUDIES Genoa Township, Livingston County, MI DRAFT TRAFFIC STUDY FOR I-96 AT LATSON RD INTERCHANGE Livingston County CS 47065 JN 101622C Submitted to: Michigan Department
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007
07-08001 Sheet 1 of 2 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007 SECTION 805 WORK ZONE TRAFFIC CONTROL AND SAFETY TYPICAL TRAFFIC CONTROL, 2-LANE
More information2016 Congestion Report
2016 Congestion Report Metropolitan Freeway System May 2017 2016 Congestion Report 1 Table of Contents Purpose and Need...3 Introduction...3 Methodology...4 2016 Results...5 Explanation of Percentage Miles
More informationMetropolitan Freeway System 2013 Congestion Report
Metropolitan Freeway System 2013 Congestion Report Metro District Office of Operations and Maintenance Regional Transportation Management Center May 2014 Table of Contents PURPOSE AND NEED... 1 INTRODUCTION...
More informationRoad User Cost Analysis
Road User Cost Analysis I-45 Gulf Freeway at Beltway 8 Interchange CSJ #500-03-382 1994 Texas Transportation Institute ROAD USER COST ANALYSIS CSJ #500-03-382 The Texas Department of Transportation (TxDOT)
More informationRegional Transportation System The regional transportation system is discussed in Chapter 5, Section 5.7.
6.7 TRAFFIC 6.7.1 Affected Environment Regional Transportation System The regional transportation system is discussed in Chapter 5, Section 5.7. Local Transportation System The proposed Dillingham Trail
More informationTraffic Impact Statement (TIS)
Traffic Impact Statement (TIS) Vincentian PUDA Collier County, FL 10/18/2013 Prepared for: Global Properties of Naples Prepared by: Trebilcock Consulting Solutions, PA 2614 Tamiami Trail N, Suite 615 1205
More informationInterstate Operations Study: Fargo-Moorhead Metropolitan Area Simulation Output
NDSU Dept #2880 PO Box 6050 Fargo, ND 58108-6050 Tel 701-231-8058 Fax 701-231-6265 www.ugpti.org www.atacenter.org Interstate Operations Study: Fargo-Moorhead Metropolitan Area 2015 Simulation Output Technical
More informationRegional Transportation System The regional transportation system is discussed in Chapter 5, Section 5.7.
6.7 TRAFFIC 6.7.1 Affected Environment Regional Transportation System The regional transportation system is discussed in Chapter 5, Section 5.7. Local Transportation System The proposed Dillingham Trail
More informationBARRHAVEN FELLOWSHIP CRC 3058 JOCKVALE ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF. Prepared for:
BARRHAVEN FELLOWSHIP CRC 3058 JOCKVALE ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF Prepared for: Barrhaven Fellowship CRC 3058 Jockvale Road Ottawa, ON K2J 2W7 December 7, 2016 116-649 Report_1.doc D. J.
More informationTRAFFIC PARKING ANALYSIS
TRAFFIC PARKING ANALYSIS NAPA FLEA MARKET COUNTY OF NAPA Prepared for: Tom Harding Napa-Vallejo Flea Market 33 Kelly Road American Canyon, CA 9453 Prepared by: 166 Olympic Boulevard, Suite 21 Walnut Creek,
More informationTable of Contents INTRODUCTION... 3 PROJECT STUDY AREA Figure 1 Vicinity Map Study Area... 4 EXISTING CONDITIONS... 5 TRAFFIC OPERATIONS...
Crosshaven Drive Corridor Study City of Vestavia Hills, Alabama Table of Contents INTRODUCTION... 3 PROJECT STUDY AREA... 3 Figure 1 Vicinity Map Study Area... 4 EXISTING CONDITIONS... 5 TRAFFIC OPERATIONS...
More informationTRAFFIC SIMULATION IN REGIONAL MODELING: APPLICATION TO THE INTERSTATEE INFRASTRUCTURE NEAR THE TOLEDO SEA PORT
MICHIGAN OHIO UNIVERSITY TRANSPORTATION CENTER Alternate energy and system mobility to stimulate economic development. Report No: MIOH UTC TS41p1-2 2012-Final TRAFFIC SIMULATION IN REGIONAL MODELING: APPLICATION
More informationAct 229 Evaluation Report
R22-1 W21-19 W21-20 Act 229 Evaluation Report Prepared for Prepared by Table of Contents 1. Documentation Page 3 2. Executive Summary 4 2.1. Purpose 4 2.2. Evaluation Results 4 3. Background 4 4. Approach
More informationDELINEATOR REFERENCE POINT 200' TYPICAL SPACING (YELLOW DELINEATORS) END OF MERGE LANE TAPER DELINEATOR REFERENCE POINT
200' TYP. 0' < EACH SIDE BOTH ROADWAYS END OF MERGE LANE TAPER TYPICAL FOR ALL 2-LANE MERGES EXCEPT WHERE THERE IS A MERGE FROM THE RIGHT AND NO OFFSET IN THE THROUGH LANES END OF MERGE LANE TAPER 200'
More informationTraffic Impact Analysis. Alliance Cole Avenue Residential Site Dallas, Texas. Kimley-Horn and Associates, Inc. Dallas, Texas.
Traffic Impact Analysis Alliance Cole Avenue Residential Site Dallas, Texas February 15, 2018 Kimley-Horn and Associates, Inc. Dallas, Texas Project #064524900 Registered Firm F-928 Traffic Impact Analysis
More informationAccess Management Standards
Access Management Standards This section replaces Access Control Standards on Page number 300-4 of the Engineering Standards passed February 11, 2002 and is an abridged version of the Access Management
More informationCounty State Aid Highway 30 (Diffley Road) and Dodd Road Intersection Study
County State Aid Highway 30 (Diffley Road) and Dodd Road Intersection Study City of Eagan, Dakota County, Minnesota Date: March 2012 Project No. 14957.000 444 Cedar Street, Suite 1500 Saint Paul, MN 55101
More informationSimulating Trucks in CORSIM
Simulating Trucks in CORSIM Minnesota Department of Transportation September 13, 2004 Simulating Trucks in CORSIM. Table of Contents 1.0 Overview... 3 2.0 Acquiring Truck Count Information... 5 3.0 Data
More informationLAWRENCE TRANSIT CENTER LOCATION ANALYSIS 9 TH STREET & ROCKLEDGE ROAD / 21 ST STREET & IOWA STREET LAWRENCE, KANSAS
LAWRENCE TRANSIT CENTER LOCATION ANALYSIS 9 TH STREET & ROCKLEDGE ROAD / 21 ST STREET & IOWA STREET LAWRENCE, KANSAS TRAFFIC IMPACT STUDY FEBRUARY 214 OA Project No. 213-542 TABLE OF CONTENTS 1. INTRODUCTION...
More informationSugarland Crossing Gwinnett County, Georgia
Sugarland Crossing Gwinnett County, Georgia S IGNAL W ARRANT A NALYSIS For the Intersection of: Sugarloaf Parkway / Richards Middle School Driveway / Sugarland Crossing Main Site Driveway Prepared for:
More informationTraffic Engineering Study
Traffic Engineering Study Bellaire Boulevard Prepared For: International Management District Technical Services, Inc. Texas Registered Engineering Firm F-3580 November 2009 Executive Summary has been requested
More informationProposed location of Camp Parkway Commerce Center. Vicinity map of Camp Parkway Commerce Center Southampton County, VA
Proposed location of Camp Parkway Commerce Center Vicinity map of Camp Parkway Commerce Center Southampton County, VA Camp Parkway Commerce Center is a proposed distribution and industrial center to be
More informationAPPENDIX C1 TRAFFIC ANALYSIS DESIGN YEAR TRAFFIC ANALYSIS
APPENDIX C1 TRAFFIC ANALYSIS DESIGN YEAR TRAFFIC ANALYSIS DESIGN YEAR TRAFFIC ANALYSIS February 2018 Highway & Bridge Project PIN 6754.12 Route 13 Connector Road Chemung County February 2018 Appendix
More informationCity of Pacific Grove
Regional Study Utilizing Caltrans Intersection Evaluation Section 7: City of Pacific Grove s: FIRST STREET AT CENTRAL AVENUE Transportation Agency for Monterey County Prepared by Transportation Agency
More informationThe major roadways in the study area are State Route 166 and State Route 33, which are shown on Figure 1-1 and described below:
3.5 TRAFFIC AND CIRCULATION 3.5.1 Existing Conditions 3.5.1.1 Street Network DRAFT ENVIRONMENTAL IMPACT REPORT The major roadways in the study area are State Route 166 and State Route 33, which are shown
More informationCounty State Aid Highway 32 (Cliff Road) and Dodd Road Intersection Study
County State Aid Highway 32 (Cliff Road) and Dodd Road Intersection Study City of Eagan, Dakota County, Minnesota Date: March 2012 Project No. 14957.000 444 Cedar Street, Suite 1500 Saint Paul, MN 55101
More informationMICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PAVEMENT RIDE QUALITY (MEAN ROUGHNESS INDEX ACCEPTANCE CRITERIA)
MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PAVEMENT RIDE QUALITY (MEAN ROUGHNESS INDEX ACCEPTANCE CRITERIA) CFS:TEH 1 of 10 APPR:KPK:JFS:07-07-16 FHWA:APPR:07-15-16 a. Description. This
More informationSafety Evaluation of Converting On-Street Parking from Parallel to Angle
36 TRANSPORTATION RESEARCH RECORD 1327 Safety Evaluation of Converting On-Street Parking from Parallel to Angle TIMOTHY A. McCOY, PATRICK T. McCoY, RICHARD J. HADEN, AND VIRENDRA A. SINGH To increase the
More informationFIELD APPLICATIONS OF CORSIM: I-40 FREEWAY DESIGN EVALUATION, OKLAHOMA CITY, OK. Michelle Thomas
Proceedings of the 1998 Winter Simulation Conference D.J. Medeiros, E.F. Watson, J.S. Carson and M.S. Manivannan, eds. FIELD APPLICATIONS OF CORSIM: I-40 FREEWAY DESIGN EVALUATION, OKLAHOMA CITY, OK Gene
More informationTRAFFIC AND TRANSPORTATION TECHNICAL MEMORANDUM
TRAFFIC AND TRANSPORTATION TECHNICAL MEMORANDUM for ENVIRONMENTAL ASSESSMENT US 460 Bypass Interchange and Southgate Drive Relocation State Project No.: 0460-150-204, P101, R201, C501, B601; UPC 99425
More informationState Highway 32 East TIGER Discretionary Grant Application APPENDIX C - BENEFIT COST ANALYSIS REPORT
State Highway 32 East TIGER Discretionary Grant Application APPENDIX C - BENEFIT COST ANALYSIS REPORT April 2016 I. COST-EFFECTIVENESS ANALYSIS A Benefit-Cost Analysis (BCA) was conducted in conformance
More information2 Min. Min. Edge of. Edgeline See Note 3 PLAN VIEW. See Note 3. This distance may vary
8" Physical gore ( ) ( ) 250 Varies 250 TYPICAL RUMBLE STRIP PLACEMENT AT EXIT AND ENTRANCE RAMPS This distance may vary This distance may vary ( ) 2 16" edge of R=12" Max ( ) Physical gore Texturing 1.
More informationJCE 4600 Basic Freeway Segments
JCE 4600 Basic Freeway Segments HCM Applications What is a Freeway? divided highway with full control of access two or more lanes for the exclusive use of traffic in each direction no signalized or stop-controlled
More informationPOLICY FOR THE ESTABLISHMENT AND POSTING OF SPEED LIMITS ON COUNTY AND TOWNSHIP HIGHWAYS WITHIN MCHENRY COUNTY, ILLINOIS
POLICY FOR THE ESTABLISHMENT AND POSTING OF SPEED LIMITS ON COUNTY AND TOWNSHIP HIGHWAYS WITHIN MCHENRY COUNTY, ILLINOIS MCHENRY COUNTY DIVISION OF TRANSPORTATION 16111 NELSON ROAD WOODSTOCK, IL 60098
More informationA Gap-Based Approach to the Left Turn Signal Warrant. Jeremy R. Chapman, PhD, PE, PTOE Senior Traffic Engineer American Structurepoint, Inc.
A Gap-Based Approach to the Left Turn Signal Warrant Jeremy R. Chapman, PhD, PE, PTOE Senior Traffic Engineer American Structurepoint, Inc. March 5, 2019 - The problem: Existing signalized intersection
More informationFreeway Weaving and Ramp Junction Analysis
TEXAS TECH UNIVERSITY Freeway Weaving and Ramp Junction Analysis Along IH 27 at Plainview, TX Hao Xu, Jared A. Squyres, Wesley Kumfer, and Hongchao Liu 7/15/2011 Table of Contents Project Description...
More informationTechnical Memorandum Analysis Procedures and Mobility Performance Measures 100 Most Congested Texas Road Sections What s New for 2015
Technical Memorandum Analysis Procedures and Mobility Performance Measures 100 Most Congested Texas Road Sections Prepared by Texas A&M Transportation Institute August 2015 This memo documents the analysis
More informationMICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PAVEMENT RIDE QUALITY (IRI ACCEPTANCE CRITERIA)
MICHIGAN DEPARTMENT OF TRANSPORTATION 03SP502(P) SPECIAL PROVISION FOR PAVEMENT RIDE QUALITY (IRI ACCEPTANCE CRITERIA) C&T:TEH 1 of 8 C&T:APPR:JFS:MJE:01-28-08 FHWA:APPR:02-01-08 a. Description. Provide
More informationMetropolitan Freeway System 2007 Congestion Report
Metropolitan Freeway System 2007 Congestion Report Minnesota Department of Transportation Office of Traffic, Safety and Operations Freeway Operations Section Regional Transportation Management Center March
More informationAPPENDIX G. Traffic Data
APPENDIX G Traffic Data HCM Signalized Intersection Capacity Analysis 2: Duanesburg Road & I-88 Ramps 10/7/2004 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl)
More informationCHANGE LIST for MDOT Traffic and Safety Geometric Design Guides. May 23, 2017: The following update was made to the web site.
CHANGE LIST for MDOT Traffic and Safety Geometric Design Guides Note: Located at https://mdotjboss.state.mi.us/tssd/tssdhome.htm May 23, 2017: The following update was made to the web site. GEO-650-D Flares
More informationMERIVALE PRIORITY SQUARE 2852 MERIVALE ROAD CITY OF OTTAWA TRANSPORTATION BRIEF. Prepared for: ONT Inc. 25 Winding Way Nepean, Ontario K2C 3H1
MERIVALE PRIORITY SQUARE 2852 MERIVALE ROAD CITY OF OTTAWA TRANSPORTATION BRIEF Prepared for: 2190986ONT Inc. 25 Winding Way Nepean, Ontario K2C 3H1 October 6, 2010 110-502 Report_1.doc D. J. Halpenny
More informationShirk Road at State Route 198 Interchange Analysis Tulare County, California
Shirk Road at State Route 198 Interchange Analysis Tulare County, California DRAFT REPORT Prepared By Tulare County Association of Governments (TCAG) April 2013 Table of Contents Introduction:... 3 Project
More informationTITLE 16. TRANSPORTATION CHAPTER 27. TRAFFIC REGULATIONS AND TRAFFIC CONTROL DEVICES
NOTE: This is a courtesy copy of this rule. The official version can be found in the New Jersey Administrative Code. Should there be any discrepancies between this text and the official version, the official
More informationAPPENDIX C ROADWAY BEFORE-AND-AFTER STUDY
APPENDIX C ROADWAY BEFORE-AND-AFTER STUDY The benefits to pedestrians and bus patrons are numerous when a bus bay is replaced with a bus bulb. Buses should operate more efficiently at the stop when not
More informationInterstate Operations Study: Fargo-Moorhead Metropolitan Area Simulation Results
NDSU Dept #2880 PO Box 6050 Fargo, ND 58108-6050 Tel 701-231-8058 Fax 701-231-6265 www.ugpti.org www.atacenter.org Interstate Operations Study: Fargo-Moorhead Metropolitan Area 2025 Simulation Results
More informationPublic Transportation Problems and Solutions in the Historical Center of Quito
TRANSPORTATION RESEARCH RECORD 1266 205 Public Transportation Problems and Solutions in the Historical Center of Quito JACOB GREENSTEIN, Lours BERGER, AND AMIRAM STRULOV Quito, the capital of Ecuador,
More informationSN01 STANDARD NOTES CITY OF SAMMAMISH 2018 FLASHING YELLOW ARROW SIGNALS PROJECT NO. DATE BY APPR REVISION COSA0023 KING COUNTY WASHINGTON
STANDARD NOTES SN01 2 OF 8 ROADWAY PLAN PL01 3 OF 8 ROADWAY PLAN PL02 4 OF 8 LANE 10 105 150 205 270 450 500 550 11 12 SHOULDER 115 125 MINIMUM LANE CLOSURE TAPER LENGTH = L 165 225 295 180 245 320 5 25
More informationNORTH HOUSTON HIGHWAY IMPROVEMENT PROJECT (NHHIP)
NORTH HOUSTON HIGHWAY IMPROVEMENT PROJECT (NHHIP) Project Overview Briefing Packet March 2017 PROJECT OVERVIEW Environmental Impact Statement (EIS) Project divided into 3 Segments Segment 1: Beltway 8
More informationIC Chapter 5. Speed Limits
IC 9-21-5 Chapter 5. Speed Limits IC 9-21-5-0.1 Application of certain amendments to chapter Sec. 0.1. The amendments made to section 11 of this chapter by P.L.40-2007 apply to civil judgments entered
More informationTraffic Regulations Guidelines
Traffic Regulations Guidelines PREPARED BY TRAFFIC AND SAFETY June, 2012 Providing the highest quality transportation services for economic benefit and improved quality of life. MDOT Traffic and Safety
More informationBenefit Cost Analysis
Benefit Cost Analysis The Benefit Cost Analysis (BCA) was performed in accordance with the ARRA guidance provided in the Federal Register. These benefits and costs were quantified in accordance with the
More informationNew Buck O Neil (U. S. 169) Crossing Benefit-Cost Analysis. Kansas City, Missouri
New Buck O Neil (U. S. 169) Crossing Benefit-Cost Analysis Kansas City, Missouri New Buck O Neil (U. S. 169) Crossing Benefit-Cost Analysis prepared for Kansas City, Missouri prepared by Burns & McDonnell
More informationCreated by: St. Louis County
Created by: Victor Lund, PE Traffic Engineer St. Louis County Ken Johnson, PE, PTOE State WZ, etc. MnDOT Why do workers want speed limits? How effective are speed limits in work zones? New legislation
More informationTRAFFIC OPERATIONS AND ITS. Built It, Renew It and Operate It
TRAFFIC OPERATIONS AND ITS Built It, Renew It and Operate It Delivering the system s benefits to our customers Traffic Operations Sections Manny Anastasiadis Traffic Operations Manager Janet Vogel Arterial
More informationAlberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999
&+$37(5Ã)Ã Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999 &+$37(5) 52$'6,'()$&,/,7,(6 7$%/(2)&217(176 Section Subject Page Number Page Date F.1 VEHICLE INSPECTION STATIONS... F-3 April
More informationCHART BOOK ON WAGES, OPERATING COSTS, AND COST OF LIVING
CHART BOOK ON WAGES, OPERATING COSTS, AND COST OF LIVING FOR TAXICAB DRIVERS IN NEW YORK CITY Prepared for the Taxi Workers Alliance by the Brennan Center for Justice at NYU School of Law Current and Proposed
More informationI-95 Corridor Coalition Vehicle Probe Project: HERE, INRIX and TOMTOM Data Validation
I-95 Corridor Coalition Vehicle Probe Project: HERE, INRIX and TOMTOM Data Validation Report for Georgia (#03) I-75 Prepared by: Masoud Hamedi, Sanaz Aliari, Sara Zahedian University of Maryland, College
More informationSection 5.0 Traffic Information
Section 5.0 Traffic Information 10.0 TRANSPORTATION MDM Transportation Consultants, Inc. (MDM) has prepared an evaluation of transportation impacts for the proposed evaluation for the expansion of the
More informationInterchange Ramp Characteristics (Selection and Design)
Interchange Ramp Characteristics (Selection and Design) by David L. Heavey, P.E. CONTENTS INTRODUCTION...4 MAINLINE RAMP TERMINAL TYPES...5 Tapered Entrance Terminal...5 Parallel Entrance Terminal...6
More informationEngineering Dept. Highways & Transportation Engineering
The University College of Applied Sciences UCAS Engineering Dept. Highways & Transportation Engineering (BENG 4326) Instructors: Dr. Y. R. Sarraj Chapter 4 Traffic Engineering Studies Reference: Traffic
More informationTraffic Impact Analysis 5742 BEACH BOULEVARD MIXED USE PROJECT
Traffic Impact Analysis 5742 BEACH BOULEVARD MIXED USE PROJECT CITY OF BUENA PARK Prepared by Project No. 14139 000 April 17 th, 2015 DKS Associates Jeffrey Heald, P.E. Rohit Itadkar, T.E. 2677 North Main
More informationDEVELOPMENT PROPERTY 1627 MAXIME STREET CITY OF OTTAWA TRANSPORTATION OVERVIEW. Prepared for: Subhas Bhargava. July 9, Overview_1.
DEVELOPMENT PROPERTY 1627 MAXIME STREET CITY OF OTTAWA TRANSPORTATION OVERVIEW Prepared for: Subhas Bhargava July 9, 2015 115-620 Overview_1.doc D. J. Halpenny & Associates Ltd. Consulting Transportation
More information800 Access Control, R/W Use Permits and Drive Design
Table of Contents 801 Access Control... 8-1 801.1 Access Control Directives... 8-1 801.2 Access Control Policies... 8-1 801.2.1 Interstate Limited Access... 8-1 801.2.2 Limited Access... 8-1 801.2.3 Controlled
More informationFE Review-Transportation-II. D e p a r t m e n t o f C i v i l E n g i n e e r i n g U n i v e r s i t y O f M e m p h i s
FE Review-Transportation-II D e p a r t m e n t o f C i v i l E n g i n e e r i n g U n i v e r s i t y O f M e m p h i s Learning Objectives Design, compute, and solve FE problems on Freeway level of
More informationRTID Travel Demand Modeling: Assumptions and Method of Analysis
RTID Travel Demand Modeling: Assumptions and Method of Analysis Overall Model and Scenario Assumptions The Puget Sound Regional Council s (PSRC) regional travel demand model was used to forecast travel
More informationLaDOTD s s New Traffic Control Details
LaDOTD s s New Traffic Control Details Louisiana Pavement Conference Baton Rouge, Louisiana October 7, 2004 Charles Adams, P.E., PTOE Objectives Traffic Background Information What Drove the Department
More informationTransit City Etobicoke - Finch West LRT
Delcan Corporation Transit City Etobicoke - Finch West LRT APPENDIX D Microsimulation Traffic Modeling Report March 2010 March 2010 Appendix D CONTENTS 1.0 STUDY CONTEXT... 2 Figure 1 Study Limits... 2
More informationChapter 6. CEE 320 Anne Goodchild. Spring 2008 CEE 320
Chapter 6 Freeway Level of Service Anne Goodchild Definitions Level of Service (LOS) Chief measure of quality of service Describes operational conditions within a traffic stream. Does not include safety
More informationI-95 Corridor Coalition Vehicle Probe Project: HERE, INRIX and TOMTOM Data Validation. Report for North Carolina (#08) I-240, I-40 and I-26
I-95 Corridor Coalition Vehicle Probe Project: HERE, INRIX and TOMTOM Data Validation Report for North Carolina (#08) I-240, I-40 and I-26 Prepared by: Masoud Hamedi, Sanaz Aliari University of Maryland,
More information2018 NDACE CONFERENCE
2018 NDACE CONFERENCE Setting Speed Limits Ward County Highway Department 1 NDCC 39-09-02. Speed limitations (2003) NDCC 39-09-02 f -Fifty-five miles [88.51 kilometers] an hour on gravel, dirt, or loose
More informationI-95 Corridor Coalition. I-95 Corridor Coalition Vehicle Probe Project: Validation of INRIX Data Monthly Report Virginia
I-95 Corridor Coalition I-95 Corridor Coalition Vehicle Probe Project: Validation of INRIX Data Monthly Report Virginia June 2009 I-95 CORRIDOR COALITION VEHICLE PROBE PROJECT: VALIDATION OF INRIX DATA
More informationProject Advisory Committee
Meredith US 3/NH 25 Improvements Transportation Planning Study Project Advisory Committee March 18, 2008 Meredith US 3/NH 25 Improvements Transportation Planning Study Meeting Agenda Welcome Traffic Model
More informationMULTILANE HIGHWAYS. Highway Capacity Manual 2000 CHAPTER 21 CONTENTS
CHAPTER 2 MULTILANE HIGHWAYS CONTENTS I. INTRODUCTION...2- Base Conditions for Multilane Highways...2- Limitations of the Methodology...2- II. METHODOLOGY...2- LOS...2-2 Determining FFS...2-3 Estimating
More informationTechnical Feasibility Report
Prepared For: Bow Concord I-93 Improvements Project Bow and Concord, NH Prepared By: 53 Regional Drive Concord, NH 03301 NHDOT Project # 13742 Federal Project #T-A000(018) September 2018 TABLE OF CONTENTS
More informationDiagram 1 - Shoulder Assistance
Diagram - Shoulder Assistance Approx. skip (40 ). Notify K. C. Scout. Turn on the emergency directional flashers and top rear facing strobe lights. 3. Pull to the shoulder and stop approximately 40 feet
More informationCLAY COUNTY MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION PLANS FOR PROPOSED STATE HIGHWAY NOT TO SCALE LENGTH OF PROJECT
DI E INDE OF SHEETS TYPICAL SECTIONS (TS) ( SHEET)--- QUANTITIES (QU) (7 SHEETS)--------- 3 PLAN-PROFILE (PP)------------------ REFERENCE POINTS (RP)-------------- COORDINATE POINTS (CP)------------- CULVERT
More informationLecture 4: Capacity and Level of Service (LoS) of Freeways Basic Segments. Prof. Responsável: Filipe Moura
Lecture 4: Capacity and Level of Service (LoS) of Freeways Basic Segments Prof. Responsável: Filipe Moura Engenharia de Tráfego Rodoviário Lecture 4 - Basic Freeway segments 1 CAPACITY AND LEVEL OF SERVICE
More informationCentral Park Drives Traffic Management Overview
Central Park Drives Traffic Management Overview Spring 2015 New York City Department of Transportation Existing Traffic Management From Labor Day thru Last Day of NYC Public School: 8-10 AM weekdays (Southbound)
More informationAPPENDIX B Traffic Analysis
APPENDIX B Traffic Analysis Rim of the World Unified School District Reconfiguration Prepared for: Rim of the World School District 27315 North Bay Road, Blue Jay, CA 92317 Prepared by: 400 Oceangate,
More informationEXECUTIVE SUMMARY. The following is an outline of the traffic analysis performed by Hales Engineering for the traffic conditions of this project.
EXECUTIVE SUMMARY This study addresses the traffic impacts associated with the proposed Shopko redevelopment located in Sugarhouse, Utah. The Shopko redevelopment project is located between 1300 East and
More informationTraffic Impact Study Morgan Road Commerce Park Pasco County, Florida
Traffic Impact Study Morgan Road Commerce Park Pasco County, Florida Summary Report June 2008 Prepared by: 12909 N 56 th Street # 201 Tampa, FL 33617 Ph: (813) 988-3180 Fax: (813) 343-6854 Morgan Road
More informationSN01 STANDARD NOTES CITY OF SAMMAMISH 2018 INTERSECTION IMPROVEMENTS PROJECT NO. DATE BY APPR REVISION COSA0023 KING COUNTY WASHINGTON
STANDARD NOTES SN01 2 OF 17 STANDARD NOTES SN02 3 OF 17 SITE PREP & T.E.S.C. NOTES GENERAL NOTES SITE PREP & T.E.S.C. PLAN SP01 4 OF 17 SITE PREP & T.E.S.C. NOTES GENERAL NOTES SITE PREP & T.E.S.C. PLAN
More informationPROJECT: Wilkinson Road Corridor Improvement Traffic Management Planning Project SUBJECT: Traffic Analysis
TECHNICAL MEMORANDUM DATE: September 10, 2014 PROJECT 5861.03 NO: PROJECT: Wilkinson Road Corridor Improvement Traffic Management Planning Project SUBJECT: Traffic Analysis TO: Steve Holroyd - District
More informationMOTOR VEHICLE ORIENTED BUSINESSES.
ARTICLE 23. MOTOR VEHICLE ORIENTED BUSINESSES. Sec. 25-23.1. Conditional Use. Motor vehicle oriented businesses (MVOB) shall require a Conditional Use Permit in all districts as indicated in Appendix B,
More informationBella Vista Bypass Benefit Cost Analysis
Bella Vista Benefit Cost Analysis The Benefit Cost Analysis (BCA) was performed in accordance with the ARRA guidance provided in the Federal Register. These benefits and costs were quantified in accordance
More informationWORK ZONE SAFETY TOOLBOX
Maryland State Highway Administration Page 1 of 9 USE OF PORTABLE CHANGEABLE MESSAGE SIGNS WITH SPEED DISPLAY IN WORK ZONES A. INTRODUCTION Portable Changeable Message Signs (PCMS) with speed display can
More informationSubarea Study. Manning Avenue (CSAH 15) Corridor Management and Safety Improvement Project. Final Version 1. Washington County.
Subarea Study Manning Avenue (CSAH 15) Corridor Management and Safety Improvement Project Final Version 1 Washington County June 12, 214 SRF No. 138141 Table of Contents Introduction... 1 Forecast Methodology
More informationTraffic Impact Study. Eastern Springs. A Proposed Development in Manorville, NY. April Haas Group Inc Transportation Planners and Engineers
Traffic Impact Study For Eastern Springs A Proposed Development in Manorville, NY April 2018 Haas Group Inc Transportation Planners and Engineers Table of Contents 1) Executive Summary... 2 2) Study Purpose...
More informationPerformance Measure Summary - Boise ID. Performance Measures and Definition of Terms
Performance Measure Summary - Boise ID There are several inventory and performance measures listed in the pages of this Urban Area Report for the years from 1982 to 2014. There is no single performance
More informationThe Design-Builder shall meet local road criteria provided by the local governing agencies.
11 ROADWAYS 11.1 General The -Builder shall conduct all Work necessary to meet the requirements of roadways. Roadway classifications include mainline, acceleration lanes, deceleration lanes, auxiliary
More information4.7 Construction Surface Transportation
4.7 Construction Surface Transportation 4.7.1 Introduction The traffic analysis presented in this section addresses the construction traffic impacts specific to the proposed Project. The construction traffic
More informationCase Study STREAMS SMART MOTORWAYS
Case Study STREAMS SMART MOTORWAYS One of the key challenges facing road agencies today is maximising road network efficiency while reducing impacts on the community. Increasingly, road agencies are turning
More informationLouisiana s s Work Zone Task Force Work Zone Improvements
Louisiana s s Work Zone Task Force Work Zone Improvements Louisiana Asphalt Technology Conference Shreveport, Louisiana February 24, 2005 Charles Adams, P.E., PTOE Why Improve Work Zones? Number of Work
More informationpanelsizes:min.:30x30,std.:36x36,exp.:36x36,fwy.:48x48 levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius: constructpanels: pan
panelsizes:min.:30x30,std.:36x36,exp.:36x36,fwy.:48x48 levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius:12.000 constructpanels:36 24 18 panelborderradius:12.000 chevrontipradius:12.000 panelstyle:warning.ssi
More informationReliability Guide for the HCM Concepts & Content
Reliability Guide for the HCM Concepts & Content SHRP 2 Project L08: Incorporation of Travel Time Reliability into the Highway Capacity Manual July 2012 1 Research Objectives The objectives of Project
More informationRTE. 1 at RTE. 637 & RTE. 639
INTERSECTION SAFETY STUDY Prepared for: Virginia Department of Transportation Central Region Operations Traffic Engineering (UPC #81378, TO 12-092) DAVENPORT Project Number: 13-368 / /2014 RTE. 1 at RTE.
More information