# Two Lane Highways Procedures from 2000 Highway Capacity Manual

Save this PDF as:

Size: px
Start display at page:

## Transcription

1 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: Average Highway Speed: Average speed of all vehicles to travel over a highway segment Percent Time Spent Following: Average percent of time that vehicles spend in platoons behind slow vehicles due to inability to pass. (Percentage of vehicles traveling at headways of 3 seconds or less, as shown in Figures 20-3 and 20-4.) Class I Two Lane Roads: Relatively high speed roads, arterials, primary highways. Level of Service is based on both percent time spent following and average highway speed. Class II Two Lane Roads: Motorists do not expect to travel at higher speeds; access routes to Class I roadways, serve short trips. Level of Service is based only on percent time spent following. R:\490\TwoLaneHwys 05.doc

2 Two lane-2 EXHIBIT TWO-LANE HIGHWAY METHODOLOGY Input - Geometric data - Demand volume - Field-measured speed (S FM ) or base free-flow speed (BFFS) Average travel speed Percent time-spentfollowing If BFFS If S FM BFFS adjustment - Lane width - Shoulder width - Access-point density Field-measured speed adjustment - Flow rate - Heavy vehicle Compute free-flow speed Demand volume adjustment for average speed - Peak-hour factor - Heavy vehicle - Grade Demand volume adjustment for percent time-spent-following - Peak-hour factor - Heavy vehicle - Grade Compute flow rates Compute flow rates Compute average travel speed Compute percent-timespent-following Determine LOS and other performance measures R:\490\TwoLaneHwys 05.doc

4 Average Highway Speed Two lane-4 AHS = FFS * V ps f np where: FFS is free flow speed V ps = volume of passenger cars for speed f np = no passing zone correction found in figure Calculation for Percent Time Following (PTSF): Demand flow rate, V pf, is found the same way as for Average Highway Speed except tables for different grade adjustment factors and vehicle equivalencies are used. PTSF is then found as follows: Level of Service PTSF = BPTSF f d/np, with PTSF = percent time spent following BPTSF = Base percent time spent following for both directions, found from the following equation: BPTSF = Vp ( e ) f d/np = directional distribution and no passing zone adjustments found from table 20-12, given V pf the percent no passing zones, and the directional split If Vps is greater than 3200, then the roadway is saturated and at level of service F If Vps in a single direction is greater than 1700 (i.e at a split = V p /2), the roadway is also at LOS F For a class I roadway, use figure 20-3 to determine LOS For a class II roadway, use figure 20-4 to determine LOS R:\490\TwoLaneHwys 05.doc

5 Example: Two lane-5 Given: Class I two-lane highway with 50% no passing zones 1600 vph both ways 15% trucks and buses, 4% RVs 0.95 PHF 4 shoulders, 11 lanes 60 mph BFFS 6 miles rolling terrain 20 access points/mile a) What is LOS? Average highway speed calculation f g =.99 Fig E E T R = 1.5 = 1.1 Fig F HV = = ( 1) +.04( 1.1 1) Pass car flow rate for speed 1600 V ps = = 1827 passenger cars/hour.95 *.99 *.931 (capacity = 3200 in both directions) V ps =.50 * 1827 = 914 passenger cars/hour (capacity = 1700 passenger cars/hour in each direction) Free flow speed FFS = BFFS - f LS - f A Lane and shoulders adjustment F LS = -1.7 mph (20-5) Access points adjustment f a = -5.0 (20-6) FFS = = 53.3 mph R:\490\TwoLaneHwys 05.doc

6 Two lane-6 Average travel speed ATS = FFS V ps - f np No passing zone adjustment f np = 0.8 (Fig ) ATS = * ATS = 38.3 mph (this is enough information to determine it is at LOS E) Percent Time Following fg = 1.0 (from Fig.20-8) ET = 1 ER = 1 f HV 1 = *(1 1) +.04(1 1) = 1 V pf = *1*1 = 1684 each direction =.50 * 1684 = 842 BPTSF = 100 (1 e * 1684 ) = 77.2% Directional Distribution/No Passing Adjustment f dnp = +4.8 (Fig ) PTSF = = 82.0% LOS = E from Chart 20-4 R:\490\TwoLaneHwys 05.doc

7

8 R:\490\TwoLaneHwys 05.doc 2

9 R:\490\TwoLaneHwys 05.doc 3

10 R:\490\TwoLaneHwys 05.doc 4

11 R:\490\TwoLaneHwys 05.doc 5

12 R:\490\TwoLaneHwys 05.doc 6

13 R:\490\TwoLaneHwys 05.doc 7

14 R:\490\TwoLaneHwys 05.doc 8

### 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

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

### Capacity and Level of Service for Highway Segments (I)

Capacity and Level of Service for Highway Segments (I) 1 Learn how to use the HCM procedures to determine the level of service (LOS) Become familiar with highway design capacity terminology Apply the equations

### P07033 US 50 EB Weaving Analysis between El Dorado Hills and Silva Valley Ramp Metering Analysis for US 50 EB On-Ramp at Latrobe Road

180 Grand Avenue, Suite 250 428 J Street, Suite 500 Oakland, CA 94612 Sacramento, CA 95814 510.839.1742 916.266.2190 510.839.0871 fax 916.266.2195 Dowling Associates, Inc. www.dowlinginc.com traffic@dowlinginc.com

### Table Existing Traffic Conditions for Arterial Segments along Construction Access Route. Daily

5.8 TRAFFIC, ACCESS, AND CIRCULATION This section describes existing traffic conditions in the project area; summarizes applicable regulations; and analyzes the potential traffic, access, and circulation

### APPENDIX 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,

### Metropolitan 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...

### Appendix I: The Project Traffic Impact Study report by TJKM Transportation Consultants

Appendix I: The Project Traffic Impact Study report by TJKM Transportation Consultants TJKM Transportation Consultants Draft Report Traffic Impact Study for the Residential Development at 4659 Proctor

### Escondido Marriott Hotel and Mixed-Use Condominium Project TRAFFIC IMPACT ANALYSIS REPORT

Escondido Marriott Hotel and Mixed-Use Condominium Project TRAFFIC IMPACT ANALYSIS REPORT Prepared for Phelps Program Management 420 Sixth Avenue, Greeley, CO 80632 Prepared by 5050 Avenida Encinas, Suite

### Traffic 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

### Lake County Building Department

Lake County Building Department P.O. Box 513 505 Harrison Avenue Leadville, CO 80461 (719) 486-2875 Fax (719) 486-4179 Driveway Permit (Resolutions 98-15 and 98-35) PERMIT: To connect a driveway or parking

### Evaluation Considerations and Geometric Nuances of Reduced Conflict U-Turn Intersections (RCUTs)

Evaluation Considerations and Geometric Nuances of Reduced Conflict U-Turn Intersections (RCUTs) 26 th Annual Transportation Research Conference Saint Paul RiverCentre May 20, 2015 Presentation Outline

### 2. Valley Circle Boulevard/Andora Avenue/Baden Avenue and Lassen Street

IV.J TRANSPORTATION 1. INTRODUCTION This section presents an overview of the existing traffic and circulation system in and surrounding the project site. This section also discusses the potential impacts

### DEVELOPMENT 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

### COUNTY ROAD SPEED LIMITS. Policy 817 i

Table of Contents COUNTY ROAD SPEED LIMITS Policy 817.1 PURPOSE... 1.2 APPLICABILITY... 1.3 DEFINITIONS... 1.4 STATE ENABLING LEGISLATION... 2.5 SPEED LIMITS ON COUNTY ROADS (CCC 11.04)... 2.6 ESTABLISHING

### L1TILE BEARS DAY CARE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO MAY Prepared for:

L1TILE BEARS DAY CARE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO MAY 2012 Prepared for: Hillside Construction, Inc. 216 Hemlock Street, Suite B Fort Collins, CO 80534 Prepared by: DELICH ASSOCIATES

### Diablo Vista Pumping Plant Replacement

Diablo Vista Pumping Plant Replacement Traffic Study PHA Transportation Consultants 12-05-359 October 2012 Diablo Vista Pumping Plant Replacement Traffic Study For EBMUD October 2012 PHA Transportation

### COUNTY ROAD SPEED LIMITS. Policy 817 i

Table of Contents COUNTY ROAD SPEED LIMITS Policy 817.1 PURPOSE... 2.2 APPLICABILITY... 2.3 DEFINITIONS... 2.4 STATE ENABLING LEGISLATION... 3.5 SPEED LIMITS ON COUNTY ROADS (CCC 11.04)... 3.6 ESTABLISHING

### SERVICE DESIGN GUIDELINES

VTA TRANSIT SUSTAINABILITY POLICY: APPENDIX A SERVICE DESIGN GUIDELINES Adopted February 2007 COMMUNITYBUS LOCALBUS EXPRESSBUS BUSRAPIDTRANSIT LIGHTRAILTRANSIT STATIONAREAS S A N T A C L A R A Valley Transportation

### Simulating 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

### Lacey Gateway Residential Phase 1

Lacey Gateway Residential Phase Transportation Impact Study April 23, 203 Prepared for: Gateway 850 LLC 5 Lake Bellevue Drive Suite 02 Bellevue, WA 98005 Prepared by: TENW Transportation Engineering West

### HCM Unsignalized Intersection Capacity Analysis 6: Brian Street & LC 111 5/26/2009

6: Brian Street & LC 111 5/26/2009 Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) 116 20 8 405 137 56 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.81 0.81 0.67 0.67 0.89 0.89 Hourly flow

### Benefit 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

### Traffic 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

### Sight Distance. A fundamental principle of good design is that

Session 9 Jack Broz, PE, HR Green May 5-7, 2010 Sight Distance A fundamental principle of good design is that the alignment and cross section should provide adequate sight lines for drivers operating their

### Desert - Borrego Springs

Desert - Borrego Springs Tilting T (near Borrego Springs Resort) Palm Canyon Drive (looking east toward Christmas Circle) Palm Canyon Drive (east of Borrego Valley Rd) Overview Planning Group Preferences

TABLE OF CONTENTS SECTION PAGE Executive Summary... xii 1.0 Introduction... 1 1.1 Study Area... 2 1.2 Traffic Impact Analysis Scenarios... 4 1.3 Study Area - City of Orange... 4 2.0 Project Description

### Interchange 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

### TRAFFIC & TRANSPORTATION COMMISSION AGENDA REPORT

TRAFFIC & TRANSPORTATION COMMISSION AGENDA REPORT AGENDA ITEM #3 T/T MTG: 072815 DATE: JULY 28, 2015 TO: TRAFFIC & TRANSPORTATION COMMISSION FROM: BENJAMIN CHAN, P.E, T.E., DEPUTY PUBLIC WORKS DIRECTOR

### TRAFFIC IMPACT ANALYSIS. for MILTON SQUARE

TRAFFIC IMPACT ANALYSIS for MILTON SQUARE US Route 7 Milton, Vermont March 5, 2008 LAMOUREUX & DICKINSON 14 Morse Drive Essex Junction, Vermont 05452 (802) 878-4450 Traffic Impact Assessment EXECUTIVE

### CONTENTS I. INTRODUCTION... 2 II. SPEED HUMP INSTALLATION POLICY... 3 III. SPEED HUMP INSTALLATION PROCEDURE... 7 APPENDIX A... 9 APPENDIX B...

Speed Hump Program CONTENTS I. INTRODUCTION... 2 II. SPEED HUMP INSTALLATION POLICY... 3 1. GENERAL... 3 2. ELIGIBILITY REQUIREMENTS... 3 A. PETITION... 3 B. OPERATIONAL AND GEOMETRIC CHARACTERISTICS OF

### Chapter 1 Purpose of and Need for the Project

Sterling Highway MP 45 60 Draft SEIS and Draft Section 4(f) Evaluation Chapter 1 Purpose of and Need for the Project Prepared for: Alaska Department of Transportation and Public Facilities P.O. Box 196900

### CAR 10-1 TRAFFIC CALMING CAR 10-1 OPR: Engineering 06/06

CAR 10-1 TRAFFIC CALMING CAR 10-1 OPR: Engineering 06/06 Purpose Section I Policy II I. Purpose The purpose of this Ordinance is to outline the City s response to the traffic complaints arising as a result

### Preliminary Definition of Alternatives. 3.0 Preliminary Definition of Alternatives

3.0 What preliminary alternatives are being evaluated? The alternatives for the East San Fernando Valley Transit Corridor project that were considered for screening include the No Build Alternative, Transportation

### Proposed CVS/pharmacy

Traffic Impact and Access Study Proposed CVS/pharmacy West Main Street (Route 1) at Hull Street Clinton, Connecticut PREPARED FOR Arista Development LLC 520 Providence Highway, Suite 9 Norwood, Massachusetts

### Executive Summary. Draft Environmental Impact Statement/Environmental Impact Report ES-1

Executive Summary Introduction The Eastside Transit Corridor Phase 2 Project is a vital public transit infrastructure investment that would provide a transit connection to the existing Metro Gold Line

### Service Quality: Higher Ridership: Very Affordable: Image:

Over the past decade, much attention has been placed on the development of Bus Rapid Transit (BRT) systems. These systems provide rail-like service, but with buses, and are typically less expensive to

### Low Speed Design Criteria for Residential Streets Andrew J. Ballard, P.E. and David M. Haldeman, E.I.T.

Low Speed Design Criteria for Residential Streets Andrew J. Ballard, P.E. and David M. Haldeman, E.I.T. Background The City of San Antonio receives many complaints regarding speeding in residential areas.

### Final Traffic Technical Memorandum

SR 54 Project Development and Environment (PD&E) Study From CR 577 (Curley Road) to CR 579/CR 54 (Morris Bridge Road) Final Traffic Technical Memorandum WPI Segment No: 416561-1 Pasco County Prepared for

### Bella 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

### Traffic Impact Study for Proposed Olive Boulevard Development

Traffic Impact Study for Proposed 11330 Olive Boulevard Development Creve Coeur, Missouri July 7, 2017 Prepared For: 11330 Olive Boulevard Development 11330 Olive Boulevard Creve Coeur, Missouri 63141

### Kentucky Highway District 6

Kentucky Highway District 6 ROAD AND BRIDGE CONDITIONS, TRAFFIC SAFETY, TRAVEL TRENDS, AND NEEDS MARCH 2018 PREPARED BY WWW.TRIPNET.ORG Founded in 1971, TRIP of Washington, DC, is a nonprofit organization

### THE CORPORATION OF THE CITY OF CLARENCE-ROCKLAND BY-LAW NO

THE CORPORATION OF THE CITY OF CLARENCE-ROCKLAND BY-LAW NO. 2005-152 BEING a by-law to regulate the operation of all terrain vehicles within the City of Clarence-Rockland. WHEREAS under the provision of

### Existing Traffic Conditions

May 14, 2014 Ms. Lorraine Weiss City of San Mateo 330 West 20 th Avenue San Mateo, CA 94403 Subject: Traffic Operational Study for the Proposed Tilton Avenue Residential Development in San Mateo, California

### Act 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

### 2016 State Roadeo Written Test. Name: District:

2016 State Roadeo Written Test Name: District: PURPOSE OF TEST: The purpose of this test is to showcase the knowledge of the contestant and promote education of more in-depth knowledge which pertains to

### CHAPTER 5 ESTIMATED TRAFFIC AND TOLL REVENUE

CHAPTER 5 ESTIMATED TRAFFIC AND TOLL REVENUE Estimated traffic and toll revenue for the proposed ICC is based on the volume of traffic that would be diverted from existing routes in the travel corridor,

### IMPROVEMENT CONCEPTS

IMPROVEMENT CONCEPTS for the South Novato Transit Hub Study Prepared by: January 11, 2010 DKS Associates With Wilbur Smith Associates IMPROVEMENT CONCEPTS Chapter 1: Introduction 1. INTRODUCTION The strategic

### Speed measurements were taken at the following three locations on October 13 and 14, 2016 (See Location Map in Exhibit 1):

2709 McGraw Drive Bloomington, Illinois 61704 p 309.663.8435 f 309.663.1571 www.f-w.com www.greennavigation.com November 4, 2016 Mr. Kevin Kothe, PE City Engineer City of Bloomington Public Works Department

### Sweetwater Landing Traffic Impact Analysis

Gibson Traffic Consultants, Inc. 8 Rockefeller Avenue Suite B Everett, WA 98 45.9.8 Sweetwater Landing Traffic Impact Analysis Jurisdiction: City of Snohomish February 8 GTC #7-87 Sweetwater Landing Traffic

### Introduction and Background Study Purpose

Introduction and Background The Brent Spence Bridge on I-71/75 across the Ohio River is arguably the single most important piece of transportation infrastructure the Ohio-Kentucky-Indiana (OKI) region.

### Chapter III Geometric design of Highways. Tewodros N.

Chapter III Geometric design of Highways Tewodros N. www.tnigatu.wordpress.com tedynihe@gmail.com Introduction Appropriate Geometric Standards Design Controls and Criteria Design Class Sight Distance Design

### Engineering Report: Shasta-Trinity National Forest. Shasta McCloud Management Unit. Analysis of. National Forest System Road 37N79

Engineering Report: Shasta-Trinity National Forest Shasta McCloud Management Unit Analysis of National Forest System Road 37N79 (milepost 0.56 to 2.28) for Motorized Mixed Use Designation Forest: Shasta-Trinity

### OSCODA COUNTY ORV ORDINANCE NO

OSCODA COUNTY ORV ORDINANCE NO. 2009-001 AN ORDINANCE PURSUANT TO ACT 240 OF THE PUBLIC ACTS OF 2008 AUTHORIZING AND REGULATING THE OPERATION OF OFF-ROAD VEHICLES ON ROADS WITHIN OSCODA COUNTY, PROVIDING

### State PA* Base Fine. County PA*/10 DNA PA* Offense 10/10 7 5/ % (b,c) I Failure to Obey Traffic Control/Devices at

EMAT Ṅight (*See Preface, s III and IV.C.2) (**See Preface, IV) 0 7 5 5 20% 2 4 40 0 2367 (b,c) I Failure to Obey Traffic Control/Devices at Construction Site 245 (a,b) I "Green" Signal Vehicular Responsibilities

### JRL consulting. March Hartland Developments Limited 1993 Hammonds Plains Road Hammonds Plains, NS B4B 1P3

March 2015 Prepared for Hartland Developments Limited 1993 Hammonds Plains Road Hammonds Plains, NS B4B 1P3 JRL consulting JRL consulting TABLE OF CONTENTS 1 INTRODUCTION... 2 1.1 BACKGROUND... 2 2 EXISTING

### Section 6H.01 Typical Applications

December 27, 2010 Draft Page 6H-1 Section 6H.01 Typical Applications Support: 01 Whenever the acronym TTC is used in this Chapter, it refers to temporary traffic control. 02 The needs and control of all

### Traffic Feasibility Study

Traffic Feasibility Study Town Center South Robbinsville Township, Mercer County, New Jersey December 19, 2017 Prepared For Robbinsville Township Department of Community Development 2298 Route 33 Robbinsville,

### Address Land Use Approximate GSF

M E M O R A N D U M To: Kara Brewton, From: Nelson\Nygaard Date: March 26, 2014 Subject: Brookline Place Shared Parking Analysis- Final Memo This memorandum presents a comparative analysis of expected

### INTERCHANGE OPERTIONS STUDY Interstate 77 / Wallings Road Interchange

INTERCHANGE OPERTIONS STUDY Interstate 77 / Wallings Road Interchange City of Broadview Heights, Cuyahoga County, Ohio Prepared For: City of Broadview Heights Department of Engineering 9543 Broadview Road

### TTI TRAFFIC SAFETY CONFERENCE. John A. Barton, P.E.

TTI TRAFFIC SAFETY CONFERENCE John A. Barton, P.E. Introduction TxDOT Mission Work with others to provide safe and reliable transportation solutions for Texas. 2 Mission Zero Is a Journey toward: Zero

### BROWARD BOULEVARD CORRIDOR TRANSIT STUDY

BROWARD BOULEVARD CORRIDOR TRANSIT STUDY FM # 42802411201 EXECUTIVE SUMMARY July 2012 GOBROWARD Broward Boulevard Corridor Transit Study FM # 42802411201 Executive Summary Prepared For: Ms. Khalilah Ffrench,

### Travel Demand Modeling at NCTCOG

Travel Demand Modeling at NCTCOG Arash Mirzaei North Central Texas Council Of Governments for Southern Methodist University The ASCE Student Chapter October 24, 2005 Contents NCTCOG DFW Regional Model

### Open House. Highway212. Meetings. Corridor Access Management, Safety & Phasing Plan. 5:30 to 6:30 p.m. - Southwest Corridor Transportation Coalition

Welcome Meetings 5:30 to 6:30 p.m. - Southwest Corridor Transportation Coalition 6:30 to 8:00 p.m. - Open House Why is Highway 212 Project Important? Important Arterial Route Local Support Highway 212

### Identify the letter of the choice that best completes the statement or answers the question.

Chapter 18 - Practice Questions Multiple Choice Identify the letter of the choice that best completes the statement or answers the question. 1) If a trailer starts to sway or "fishtail," what should you

### Proposed Inn at Bellefield Traffic Impact Assessment

Proposed Inn at Bellefield Traffic Impact Assessment Town of Hyde Park Dutchess County, New York Prepared for: T-Rex Hyde Park Owner LLC 500 Mamroneck Avenue, Suite 300 Harrison, NY 10528 June 21, 2017

### Sepulveda Pass Corridor Systems Planning Study

Los Angeles County Metropolitan Transportation Authority Sepulveda Pass Corridor Systems Planning Study Streets and Freeways Subcommittee January 17, 2013 1 Sepulveda Pass Study Corridor Extends for 30

### MINERVA PARK SITE TRAFFIC IMPACT STUDY M/I HOMES. September 2, 2015

5500 New Albany Road Columbus, Ohio 43054 Phone: 614.775.4500 Fax: 614.775.4800 Toll Free: 1-888-775-EMHT emht.com 2015-1008 MINERVA PARK SITE TRAFFIC IMPACT STUDY M/I HOMES September 2, 2015 Engineers

### LATSON 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

### Exceptions for the Use of School Bus Warning and Stop Lights. Reference Guide and Test

Exceptions for the Use of School Bus Warning and Stop Lights Reference Guide and Test Introduction School bus drivers have a number of rules and regulations to remember and understand whenever they are

### SPEED HUMP POLICY. It is the policy of Hamilton Township to consider requests for speed humps as outlined below:

SPEED HUMP POLICY It is the policy of Hamilton Township to consider requests for speed humps as outlined below: 1. Residents who desire the installation of speed humps may request the Township to initiate

### Plan Check Policies and Guidelines

Plan Check Policies and Guidelines VII. A. INTRODUCTION Traffic signing and striping plans are required for all General Plan Roads and any roadway that is 56-foot wide curb-to-curb (78 R/W) or wider. Transportation

### Impacts to street segments were analyzed based on procedures detailed in the Highway Capacity Manual for levels of service related to roadways.

4.7 Transportation and Circulation This report documents the results of a study of the potential traffic impacts created by the Whittier Main Oil Field Development Project. The study is included as Appendix

### Traffic Study for Highway 107 Phase 1 Burnside to Sackville

FINAL REPORT Traffic Study for Highway 107 Phase 1 Burnside to Sackville Presented To: Nova Scotia Department of Transportation and Infrastructure Renewal February 2011 Project No. DA10095 www.genivar.com

### State Route 1/State Route 41/ Main Street Intersection Control Evaluation (Step 2) Report. City of Morro Bay. Prepared for: Prepared by:

State Route 1/State Route 41/ Main Street Intersection Control Evaluation (Step 2) Report Prepared for: City of Morro Bay Prepared by: (Caltrans Project No. 0515000104, EA 0F670) State Route 1/State Route

### Corridor Sketch Summary

Corridor Sketch Summary SR 241: I-82 Jct (Sunnyside) to SR 24 Jct Corridor Highway No. 241 Mileposts: 7.53 to 25.21 Length: 17.65 miles Corridor Description The seventeen and one-half mile corridor begins

### ELMORE COUNTY HIGHWAY DEPARTMENT

Adopted 11/27/06 Effective 2/1/07 Amended 4/10/08 ELMORE COUNTY HIGHWAY DEPARTMENT 155 County Shop Road Wetumpka, Alabama 36092 Phone (334) 567-1162 Fax (334) 567-1100 Access Management Policy The Elmore

### Traffic Impact Analysis for 2171 Rosecrans Avenue

Traffic Impact Analysis for 2171 Rosecrans Avenue Prepared for: Continental Development Corporation Revised May 2016 LA16-2831 Prepared by: Fehr & Peers 600 Wilshire Blvd, Suite 1050 Los Angeles, CA 90017

### Effects of U-turns on capacity at signalized intersections and simulation of U-turning movement by synchro

University of South Florida Scholar Commons Graduate Theses and Dissertations Graduate School 2008 Effects of U-turns on capacity at signalized intersections and simulation of U-turning movement by synchro

### AUTONOMOUS VEHICLES: PAST, PRESENT, FUTURE. CEM U. SARAYDAR Director, Electrical and Controls Systems Research Lab GM Global Research & Development

AUTONOMOUS VEHICLES: PAST, PRESENT, FUTURE CEM U. SARAYDAR Director, Electrical and Controls Systems Research Lab GM Global Research & Development GENERAL MOTORS FUTURAMA 1939 Highways & Horizons showed

### April Salvation Army Barrhaven Church 102 Bill Leathem Drive Transportation Brief

April 26 Salvation Army Barrhaven Church 2 Bill Leathem Drive Transportation Brief Salvation Army Barrhaven Church 2 Bill Leathem Drive Transportation Brief prepared for: The Salvation Army 2 Overlea Blvd.

### Estimation of Vehicle Queue Lengths Based on Driveway Access Design

Estimation of Vehicle Queue Lengths Based on Driveway Access Design! Prof. Jaisung Choi!! The University of Seoul Sept 26 2014 International Conference on Access Management Access management & I One of

### Measuring Autonomous Vehicle Impacts on Congested Networks Using Simulation

0 Measuring Autonomous Vehicle Impacts on Congested Networks Using Simulation Corresponding Author: David Stanek, PE Fehr & Peers 0 K Street, rd Floor, Sacramento, CA Tel: () -; Fax: () -0; Email: D.Stanek@fehrandpeers.com

### 1140 Wellington Street West Transportation Brief

1140 Wellington Street West Transportation Brief October 2013 Study 1140 Wellington Type Street West October 2013 Study Transportation Name Brief February 2011 TB Check List TIS / TB/ CTS Check List prepared

### Table Standardized Naming Convention for ERD Files

S-1 (2399) PAVEMENT SURFACE SMOOTHNESS (2013 version) DO NOT REMOVE THIS. IT NEEDS TO STAY IN FOR THE CONTRACTORS. Always use with SP2005-111 (CONCRETE PAVING MIX SPECIFICATIONS PAVEMENT) and SP2005-140

### CITY OF POWAY MEMORANDUM

CITY OF POWAY MEMORANDUM TO: FROM: Traffic Safety Committee Steve Crosby P.E., City Engineer DATE: February 14, 2018 SUBJECT: Espola Road speeding concerns BACKGROUND In 2017, staff received a request

### Freight Performance Measures Using Truck GPS Data and the Application of National Performance Measure Research Data Set (NPMRDS)

Freight Performance Measures Using Truck GPS Data and the Application of National Performance Measure Research Data Set (NPMRDS) Chen-Fu Liao Department of Civil, Environmental, and Geo- Engineering University

### Evaluation of Request to Establish 15 MPH Speed Limits on Streets around Schools

Office of the City Manager To: From: Honorable Mayor and Members of the City Council Phil Kamlarz, City Manager Submitted by: Claudette Ford, Director, Public Works Subject: Evaluation of Request to Establish

### APPENDIX F VISUM AND VISSIM RESULTS AND CALIBRATION DATA

APPENDIX F VISUM AND VISSIM RESULTS AND CALIBRATION DATA F-1 F14 VISUM Origin-Destination Estimation Memorandum F-15 F24 VISUM Memorandum Attachment A FCP-FSP Corridor Network F-25 F33 VISUM Memorandum

### VARIABLE SPEED LIMITS SIGNS: EFFECTS ON SPEED AND SPEED VARIATION IN WORK ZONES

VARIABLE SPEED LIMITS SIGNS: EFFECTS ON SPEED AND SPEED VARIATION IN WORK ZONES by Thomas McMurtry Planner/GIS Technician InterPlan Co. Inc. 7719 South Main Street Midvale, UT 84607 Phone: 1-801-307-3400,

### Performance Measure Summary - Seattle WA. Performance Measures and Definition of Terms

Performance Measure Summary - Seattle WA 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

### US 81 Bypass of Chickasha Environmental Assessment Public Meeting

US 81 Bypass of Chickasha Environmental Assessment Public Meeting March 14, 2013 Introductions ODOT FHWA SAIC Meeting Purpose Present need for bypass Provide responses to 10/04/11 public meeting comments

### Performance Measure Summary - Charlotte NC-SC. Performance Measures and Definition of Terms

Performance Measure Summary - Charlotte NC-SC 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

### ROAD SAFETY AUDIT. Main St. (U.S. Route 7, Routes 23 & 41) at South Main St. (U.S. Route 7) and Maple Ave. (Routes 23 & 41) MassDOT Project #607756

ROAD SAFETY AUDIT Main St. (U.S. Route 7, Routes 23 & 41) at South Main St. (U.S. Route 7) and Maple Ave. (Routes 23 & 41) MassDOT Project #607756 Town of Great Barrington August 13, 2015 Prepared For:

### Performance Measure Summary - Corpus Christi TX. Performance Measures and Definition of Terms

Performance Measure Summary - Corpus Christi TX 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

### GENERAL TRAFFIC REGULATIONS

62.01 Violation of Regulations 62.07 Open Containers in Motor Vehicles 62.02 Play Streets Designated 62.08 Obstructing View at Intersections 62.03 Vehicles on Sidewalks 62.09 Reckless Driving 62.04 Clinging

### Performance Measure Summary - Boston MA-NH-RI. Performance Measures and Definition of Terms

Performance Measure Summary - Boston MA-NH-RI 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

### Project Title: Using Truck GPS Data for Freight Performance Analysis in the Twin Cities Metro Area Prepared by: Chen-Fu Liao (PI) Task Due: 7/31/2013

Project Title: Using Truck GPS Data for Freight Performance Analysis in the Twin Cities Metro Area Prepared by: Chen-Fu Liao (PI) Task Due: 7/31/2013 TASK #3 PROCESS TRUCK GPS DATA AND DERIVE PERFORMANCE