Study Area and Location District PSA Ward ANC Phase Description B Existing 3700 Block Massachusetts Avenue Southeast Southeast-bound
|
|
- Cori Pierce
- 5 years ago
- Views:
Transcription
1 Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 37 Block Massachusetts Avenue SE Study Area and Location District PSA Ward ANC Phase Description B Existing 37 Block Massachusetts Avenue Southeast Southeast-bound KEY: Existing Camera Proposed Camera Bus Stop Metro Station Hiker/Biker Trail School Other Pedestrian Generator Site 97 The existing speed camera is located in Ward 7 at the 37 block of Massachusetts Avenue Southeast in the southeast-bound direction. Massachusetts Avenue Southeast runs between Southern Avenue Southeast to the east and East Capitol Street Southeast to the west. The posted speed limit is 25 MPH. This speed camera was installed on August 22. W7-3 District Department of Transportation 55 M Street, SE, Suite 4 Washington, DC 23
2 37 Block Massachusetts Avenue SE Field Assessment Summary Massachusetts Avenue is assumed to run in a northwest-southeast direction, and is classified as a collector. Massachusetts Avenue has one travel lane in each direction. This site has the following characteristics: This is a residential area with houses and driveways on the southwest side of the street. There is a bike trail in the area. There are bike lanes in both directions on Massachusetts Avenue There is on-street parking on the southwest side of the street. The pavement is in good condition and there is curb and gutter with drainage inlets. Looking Northwest-bound W7-3 District Department of Transportation 55 M Street, SE, Suite 4 Washington, DC 23
3 37 Block Massachusetts Avenue SE Looking Southeast-bound Speed Data Analysis Posted Speed Limit (MPH) 25 Mean Speed (MPH) 4 85th Percentile Speed (MPH) 9 MPH Pace Speed (MPH) -2 ADT 2,397 The mean speed is lower than the posted speed by MPH and the 85 th percentile speed is 6 MPH lower than the posted speed limit at this location. Crash Data Analysis From the Accident Summary Report provided for the dates between January, 2 and December 3, 22 there was a total of one crash at this location. The accident type was unspecified. W7-32 District Department of Transportation 55 M Street, SE, Suite 4 Washington, DC 23
4 37 Block Massachusetts Avenue SE Severity Weather Surface condition Light Condition Total Fatal Clear Dry Day Injury Rain Wet Night Bus Unspecified Unspecified Truck The speed camera was installed on 8//22. There was one crash at this location in the three years prior to the camera being installed and one crash at this location in the year after the camera was installed. Safety Nexus This site presents the following safety considerations which establish a nexus between traffic safety and the speed camera.. Speed Data The speed data analysis shows travel speeds being lower than the posted speed limit. 2. Crash Data The crash data analysis shows a low number of crashes at this location. 3. Field Assessment The following site characteristics suggest a need for a safer travel environment: a. This is a residential area with houses and driveways on the southwest side of the street. b. There is a bike trail in the area which generates pedestrian and bicycle activity. c. There are several bus stops in the area which generate pedestrian activity. d. There is on-street parking on the southwest side of the street. Although the speed data analysis showed the mean and 85th percentile speeds to be lower than the posted speed limit and the crash data analysis showed a low number of crashes at this location, due to the specific site characteristics, the multimodal transportation options, and the pedestrian generators, there is a nexus between traffic safety and the speed camera at this location. W7-33 District Department of Transportation 55 M Street, SE, Suite 4 Washington, DC 23
5 SAMMAT ENGINEERING SERVICES, LLC 55 RISING RIDGE ROAD MOUNT AIRY, MD block of Massachusetts Ave SE SEB Speed SEB Start Time Total /22/ : : : 8 4: : : : : : : : PM : : : : : : : : : : : Total Grand Total th Percentile : 5th Percentile : 85th Percentile : 95th Percentile : 7 MPH 4 MPH 9 MPH 22 MPH Stats Mean Speed(Average) : 4 MPH MPH Pace Speed : -2 MPH Number in Pace : 433 Percent in Pace : 59.8% Number of Vehicles > 25 MPH : 46 Percent of Vehicles > 25 MPH :.9% W7-34
6 SAMMAT ENGINEERING SERVICES, LLC 55 RISING RIDGE ROAD MOUNT AIRY, MD block of Massachusetts Ave SE SEB Volume Start Fri 22-Nov-3 Sat 23-Nov-3 Sun 24-Nov-3 Daily Average Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 2: 5 25 * * * * :5 24 * * * * 24 2: * * * * : * * * * 8 3 : 2 4 * * * * 2 4 : * * * * 3 35 :3 3 3 * * * * 3 3 : * * * * 2 3 2: 4 26 * * * * : * * * * : * * * * : * * * * : 42 * * * * 42 3: * * * * :3 4 5 * * * * 4 5 3:45 56 * * * * 56 4: 4 55 * * * * : * * * * : * * * * : * * * * : 5 68 * * * * : * * * * : * * * * : * * * * 9 5 6: 4 63 * * * * : * * * * : * * * * :45 46 * * * * 46 7: 8 49 * * * * : * * * * : * * * * : * * * * : 7 28 * * * * : * * * * : * * * * : * * * * : 26 9 * * * * : * * * * : * * * * : * * * * : 27 2 * * * * 27 2 : * * * * : * * * * 25 8 : * * * * 2 4 : 3 24 * * * * 3 24 : * * * * 33 6 : * * * * 29 4 : * * * * 25 3 Total Combined Total Peak 9:3 4:45 9:3 4:45 Vol P.H.F ADT ADT 2,397 AADT 2,397 W7-35
7 DC Department of Transportation - Traffic Accident Reporting and Analysis System Accident Summary Report (R-8) Corridor: MASSACHUSETTS AVE,NW,NE,SE From N ST,SE TO O ST,SE Time Period Covered: From //2 To 2/3/22 Prepared By: Rahul Jain Prepared Date: 9/5/23 Total Number of Accident: Total Number of Fatalities: Total Number of Injuries: Total Number of Disabling Injuries: Total Number of NonDisabling Injuries: Total Number of Pedestrians Involved: Total Number of Bicycles Involved: Total Number of Motorcycles Involved: Collision Type #ACC % Collision Type #ACC % Right Angle: Fixed Object: Left Turn: Ran Off Road: Right Turn: Ped. Involved: Rear End: Backing: Side Swiped: Non Collision: Head On: Under/Over Ride: Parked: Time of Day #ACC % 7:3 ~ 9:3: 9:3 ~ :3: :3 ~ 3:3: 3:3 ~ 6:: 6: ~8:3: 8:3 ~ 7:3: Unspecified: Day o fweek #ACC % Sunday: Monday: Tuesday: Wednesday: Thursday: Friday: Saturday: Weather Condition #ACC % Clear: Rain: Snow: Sleet/Hail: Fog/Mist: Crosswind/Blowing Sand: Surface Condition #ACC % Dry: Wet: Snow/Ice: Slush: Water/Sand: Repairing: Type of Vehicle #VEH % Passenger Car: 2 Bus: Truck: Taxi: Minivan: Police/Emergency Vehicle: Motorcycle/Moped: Bicycle: Fixed Object: Unspecified: Accident Severity Type #ACC % Fatal Collision: Injury Collision: PDO Collision: Light Condition #ACC % Daylight: Dawn/Dusk: Dark(Lighted): Dark(Not Lighted): Dark(Unknown Lighting): Contributing Factor #VEH % Driver: Speed: Driver: Alcohol/Drug: Driver: Electronic Device: Driver: Others: 5 Vehicle: Roadway: 5 Pedestrian Actions #ACC % In Crosswalk with Signal: In Crosswalk against Signal: In Crosswalk no Signal: In Unmarked Crosswalk: Not in Crosswalk: From Between Parked Cars: Unspecified: Records are not approved as of 9/5/23 2:4:46 PM W7-36
8 DC Department of Transportation - Traffic Accident Reporting and Analysis System Corridor: Time Period Covered: Accident Summary Report (R-8) MASSACHUSETTS AVE,NW,NE,SE From N ST,SE TO O ST,SE Total Number of Accident: Total Number of Fatalities: Total Number of Injuries: Total Number of Disabling Injuries: Total Number of NonDisabling Injuries: Total Number of Pedestrians Involved: Total Number of Bicycles Involved: Total Number of Motorcycles Involved: From 7/3/2 To 7/3/22 Prepared By: Rahul Jain Prepared Date: /8/2 3 Collision Type #ACC % Collision Type #ACC % Right Angle: Fixed Object: Left Turn: Ran Off Road: Right Turn: Ped. Involved: Rear End: Backing: Side Swiped: Non Collision: Head On: Under/Over Ride: Parked: Time of Day #ACC % 7:3 ~ 9:3: 9:3 ~ :3: :3 ~ 3:3: 3:3 ~ 6:: 6: ~8:3: 8:3 ~ 7:3: Unspecified: Day o fweek #ACC % Sunday: Monday: Tuesday: Wednesday: Thursday: Friday: Saturday: Weather Condition #ACC % Clear: Rain: Snow: Sleet/Hail: Fog/Mist: Crosswind/Blowing Sand: Surface Condition #ACC % Dry: Wet: Snow/Ice: Slush: Water/Sand: Repairing: Type of Vehicle #VEH % Passenger Car: 2 Bus: Truck: Taxi: Minivan: Police/Emergency Vehicle: Motorcycle/Moped: Bicycle: Fixed Object: Unspecified: Accident Severity Type #ACC % Fatal Collision: Injury Collision: PDO Collision: Light Condition #ACC % Daylight: Dawn/Dusk: Dark(Lighted): Dark(Not Lighted): Dark(Unknown Lighting): Contributing Factor #VEH % Driver: Speed: Driver: Alcohol/Drug: Driver: Electronic Device: Driver: Others: 5 Vehicle: Roadway: 5 Pedestrian Actions #ACC % In Crosswalk with Signal: In Crosswalk against Signal: In Crosswalk no Signal: In Unmarked Crosswalk: Not in Crosswalk: From Between Parked Cars: Unspecified: Records are not approved as of /8/23 :29:5 PM W7-37
9 DC Department of Transportation - Traffic Accident Reporting and Analysis System Corridor: Time Period Covered: Accident Summary Report (R-8) MASSACHUSETTS AVE,NW,NE,SE From N ST,SE TO O ST,SE Total Number of Accident: Total Number of Fatalities: Total Number of Injuries: Total Number of Disabling Injuries: Total Number of NonDisabling Injuries: Total Number of Pedestrians Involved: Total Number of Bicycles Involved: Total Number of Motorcycles Involved: From 8//22 To 8//23 Prepared By: Rahul Jain Prepared Date: /8/2 3 Collision Type #ACC % Collision Type #ACC % Right Angle: Fixed Object: Left Turn: Ran Off Road: Right Turn: Ped. Involved: Rear End: Backing: Side Swiped: Non Collision: Head On: Under/Over Ride: Parked: Unspecified: Time of Day #ACC % 7:3 ~ 9:3: 9:3 ~ :3: :3 ~ 3:3: 3:3 ~ 6:: 6: ~8:3: 8:3 ~ 7:3: Unspecified: Day o fweek #ACC % Sunday: Monday: Tuesday: Wednesday: Thursday: Friday: Saturday: Weather Condition #ACC % Clear: Rain: Snow: Sleet/Hail: Fog/Mist: Crosswind/Blowing Sand: Unspecified: Surface Condition #ACC % Dry: Wet: Snow/Ice: Slush: Water/Sand: Repairing: Unspecified: Type of Vehicle #VEH % Passenger Car: Bus: Truck: Taxi: Minivan: Police/Emergency Vehicle: Motorcycle/Moped: Bicycle: Fixed Object: Unspecified: Accident Severity Type #ACC % Fatal Collision: Injury Collision: PDO Collision: Light Condition #ACC % Daylight: Dawn/Dusk: Dark(Lighted): Dark(Not Lighted): Dark(Unknown Lighting): Unspecified: Contributing Factor #VEH % Driver: Speed: Driver: Alcohol/Drug: Driver: Electronic Device: Driver: Others: Vehicle: Roadway: Unspecified: Pedestrian Actions #ACC % In Crosswalk with Signal: In Crosswalk against Signal: In Crosswalk no Signal: In Unmarked Crosswalk: Not in Crosswalk: From Between Parked Cars: Unspecified: Records are not approved as of /8/23 :3:49 PM W7-38
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 3600 Block Martin Luther King, Jr.
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 36 Block Martin Luther King, Jr. Avenue SE Study Area and Location District PSA Ward ANC Phase Description
More informationW District Department of Transportation 55 M Street, SE, Suite 400 Washington, DC 20003
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 35 Block Martin Luther King, Jr. Avenue SE SW/B Study Area and Location District PSA Ward ANC Phase
More informationStudy Area and Location District PSA Ward ANC Phase Description A Proposed Monroe Street Northeast Eastbound at Rhode Island Avenue
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia Monroe Street NE and Rhode Island Avenue NE Study Area and Location District PSA Ward ANC Phase Description
More informationStudy Area and Location District PSA Ward ANC Phase Description C Proposed 2600 Block Lincoln Road Northeast Northbound
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 2600 Block Lincoln Road NE Study Area and Location District PSA Ward ANC Phase Description 5 502 5 5C
More informationStudy Area and Location District PSA Ward ANC Phase Description B Existing 2200 Block South Dakota Avenue Northeast Southeast bound
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 22 Block South Dakota Avenue NE Study Area and Location District PSA Ward ANC Phase Description 5 53
More informationStudy Area and Location District PSA Ward ANC Phase Description C Existing 100 Block Michigan Avenue Northeast Westbound
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 1 Block Michigan Avenue NE W/B Study Area and Location District PSA Ward ANC Phase Description 5 45
More informationSpeed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 400 Block 14th Street SW
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 4 Block 4th Street SW Study Area and Location District PSA Ward ANC Phase Description 27 6 6D Existing
More informationStudy Area and Location District PSA Ward ANC Phase Description B Existing 600 Block New York Avenue Northeast Westbound
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 6 Block New York Avenue NE Study Area and Location District PSA Ward ANC Phase Description 5 55 5 5B
More informationSpeed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 3rd Street Tunnel at Massachusetts Avenue Exit
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 3rd Street Tunnel at Massachusetts Avenue Exit Study Area and Location District PSA Ward ANC Phase Description
More informationStudy Area and Location District PSA Ward ANC Phase Description C Planned Suitland Parkway Westbound at Stanton Road Southeast
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia Suitland Parkway at Stanton Road SE Study Area and Location District PSA Ward ANC Phase Description
More informationTraffic Accident Statistics
2000 Missouri State Highway System Traffic Accident Statistics Missouri State Highway System Traffic Accident Statistics Table of Contents Subject Chapter 1: Statewide Traffic Accident Statistics, Introduction
More informationFigure 1 Map of intersection of SR 44 (Ravenna Rd) and Butternut Rd
Abbreviated Study District: 12 County: Geauga Route: SR 44 Section: 1.58 GEA 44 1.58 213 HSP # 47 (Rural Intersection) Prepared April 23, 215 By Bryan Emery Existing Conditions This study contains the
More informationROAD 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:
More information1999 Missouri State Highway System. Missouri Department of Transportation - Transportation Management Systems
1999 Missouri State Highway System Traffic Accident Statistics - Transportation Management Systems Missouri State Highway System Traffic Accident Statistics Table of Contents Subject Chapter 1: Statewide
More informationUSE RESTRICTED 23 USC 409
Created: 04/29/2016 by Randy Woods Study Map & Totals Legend Fatality Injury Property Damage Remarks: NONE Date Range: 01-01-2006 thru 12-31-2015 2006 2007 2008 Fat Incap Inj Non-Incap Inj Poss Inj PD
More informationAlcohol Related Accidents in Mahoning County:
Alcohol Related Accidents in Mahoning County: 2013-2015 Alcohol Related Accidents in Mahoning County: 2013-2015 Each year the Eastgate Regional Council of Governments collects crash data from the Ohio
More informationUSE RESTRICTED 23 USC 409
Created: 06/29/2018 by Lora Koetsier Study Map & Totals Legend Fatality Injury Property Damage Remarks: REQUEST FROM SHELBY TEMPLIN IN SAPM ON 29 JUNE 2018 Date Range: 10-03-2012 thru 10-02-2017 2012 2013
More informationUSE RESTRICTED 23 USC 409
Study Map & Totals Legend Fatality Injury Property Damage Remarks: NONE Date Range: 01-01-2010 thru 12-31-2014 2010 2011 2012 Fat Incap Inj Non-Incap Inj Poss Inj PD Tot Fat Incap Inj Non-Incap Inj Poss
More informationPedestrians Road Safety
Pedestrians Road Safety Overview Over the period 1996-2009, 5,323 people have been killed on Irish road. Out of this 22% (1162) were pedestrians. Additional 3863 pedestrians were seriously injured in the
More informationDriving Safely in Maryland
Maryland Department of Transportation State Highway Administration Office of Traffic and Safety Driving Safely in Maryland In 2008, there were 141 fatal speeding crashes, accounting for 28% of all fatal
More information2.0 Development Driveways. Movin Out June 2017
Movin Out June 2017 1.0 Introduction The proposed Movin Out development is a mixed use development in the northeast quadrant of the intersection of West Broadway and Fayette Avenue in the City of Madison.
More informationAPPENDIX A. OC Transpo Maps & Route Information
APPENDIX A OC Transpo Maps & Route Information OC Transpo Route 99 APPENDIX B Traffic Count Information & Collision Data VEHICULAR TURNING MOVEMENTS (15 Min. Volumes) Limebank Road & Spratt Road
More informationMemorandum. To: Sue Polka, City Engineer, City of Arden Hills. From: Sean Delmore, PE, PTOE. Date: June 21, 2017
Memorandum engineering planning environmental construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 To: Sue Polka, City Engineer, City of Arden Hills From:
More informationUnderstanding and Identifying Crashes on Curves for Safety Improvement Potential in Illinois
Understanding and Identifying Crashes on Curves for Safety Improvement Potential in Illinois Priscilla Tobias, P.E. Mouyid Islam, Ph.D. Kim Kolody, P.E. Optional Agenda Image Title Background Workflow
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 informationTRAFFIC IMPACT ANALYSIS FOR THE 630/650 SOUTH STREET RETAIL DEVELOPMENT WRENTHAM, MASSACHUSETTS
PARE PROJECT NO. 17120.00 REPORT TRAFFIC IMPACT ANALYSIS FOR THE 630/650 SOUTH STREET RETAIL DEVELOPMENT WRENTHAM, MASSACHUSETTS SUBMITTED TO: GEORGETOWN CAPITAL MANAGEMENT PO BOX 369 GEORGETOWN, MA 01833
More informationPedestrians Road Safety
Pedestrians Road Safety Overview According to the World Health Organization, the World Bank, the FIA Foundation for the Automobile and Society and the Global Road Safety Partnership collaborative report
More informationLacey 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
More informationALCOHOL AND WYOMING TRAFFIC CRASHES
AND WYOMING TRAFFIC -2007- 2002-2007 SUMMARY COMPARISON FOR WYOMING TRAFFIC YEAR OF 2002 2003 2004 2005 2006 2007 ALL FATAL 151 141 142 147 169 136 FATAL 53 43 50 51 58* 46* PERCENT [%] 35.0% 30.5% 35.2%
More informationWIM #37 was operational for the entire month of September Volume was computed using all monthly data.
SEPTEMBER 2016 WIM Site Location WIM #37 is located on I-94 near Otsego in Wright county. The WIM is located only on the westbound (WB) side of I-94, meaning that all data mentioned in this report pertains
More informationBennett Pit. Traffic Impact Study. J&T Consulting, Inc. Weld County, Colorado. March 3, 2017
Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado March 3, 217 Prepared By: Sustainable Traffic Solutions, Inc. http://www.sustainabletrafficsolutions.com/ Joseph L. Henderson,
More informationCollision Analysis Safety Tables
Crash Severity Geography of Geography of Time and Date of Crash Conditions Features Features.. Queries Selected: Town(Hartford), Date(Year:All or //05 to 9/7/06), Severity(All), Route Class(Interstate),
More informationWIM #31 US 2, MP 8.0 EAST GRAND FORKS, MN JANUARY 2015 MONTHLY REPORT
WIM #31 US 2, MP 8.0 EAST GRAND FORKS, MN JANUARY 2015 MONTHLY REPORT WIM #31 EAST GRAND FORKS MONTHLY REPORT - JANUARY 2015 WIM Site Location WIM #31 is located on US 2 at mile post 8.0, southeast of
More informationCDMS - Crash Data Management System. Crash Data Report. Report Memo: RESERVE FOR MAP SCREENSHOT
Report Memo: 213-217 RESERVE FOR MAP SCREENSHOT Intersection Summary Top 4 Report 15_2924 15_286 15_7359 15_595 15_22194 15_22158 15_12873 15_17926 15_2279 15_19276 15_1615 15_3128 15_17273 15_26238 15_19328
More informationCitizens Committee for Facilities
Citizens Committee for Facilities AGENDA Thursday, December 11, 2014 City Council Chambers 305 3 rd Avenue East -Twin Falls, Idaho 11:30 A.M. AGENDA ITEMS Purpose By 1. Discussion and possible action on
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 informationMEMO VIA . Ms. Amy Roth DPS Director, City of Three Rivers. To:
MEMO To: Ms. Amy Roth DPS Director, City of Three Rivers VIA EMAIL From: Michael J. Labadie, PE Julie M. Kroll, PE, PTOE Brandon Hayes, PE, P.Eng. Fleis & VandenBrink Date: January 5, 2017 Re: Proposed
More informationSafety Evaluation of Restricted Crossing U-Turn (RCUT or J-Turn) Projects in Louisiana
Safety Evaluation of Restricted Crossing U-Turn (RCUT or J-Turn) Projects in Louisiana Xiaoduan Sun University of Louisiana at Lafayette 2018 Louisiana Transportation Engineering Conference Outline Project
More informationMichigan. Traffic. Profile
June 2014 Revised 5/11/15 Michigan 2013 Traffic Crash Profile Reporting Criteria Please pay particular attention to the wording when interpreting the three levels of data gathered for this report. Crash
More informationEXCEPTION TO STANDARDS REPORT
EXCEPTION TO STANDARDS REPORT PROJECT DESCRIPTION AND NEED The project is located in Section 6, Township 23 North, Range 9 East and Section 31 Township 24 North, Range 9 East, in the Town of Stockton,
More informationRequest for Design Exception (#1) S.M. Wright Phase IIB
Request for Design Exception (#1) S.M. Wright Phase IIB County: Dallas CSJ s: 0092-01-059, 0092-14-088 Project Limits: From Pennsylvania Avenue to North of Al Lipscomb Way Date: June 28, 2016 Proposed
More informationTABLE OF CONTENTS. P a g e i
P a g e i TABLE OF CONTENTS EXECUTIVE SUMMARY... 1 1 INTRODUCTION... 2 2 EXISTING CONDITIONS... 3 3 QUALITATIVE ASSESSMENT... 18 4 IMPROVEMENT CONCEPT... 23 5 CONCLUSION... 27 APPENDIX... 28 Section 79230:
More informationWIM #48 is located on CSAH 5 near Storden in Cottonwood county.
WIM Site Location WIM #48 is located on CSAH 5 near Storden in Cottonwood county. System Operation WIM #48 was operational for the entire month of August 2017. Volume was computed using all monthly data.
More informationMichigan. Traffic. Profile
June 2014 Revised 5/11/15 Michigan 2013 Traffic Crash Profile Reporting Criteria Please pay particular attention to the wording when interpreting the three levels of data gathered for this report. Crash
More informationOverview of FMCSA s Proposed Hours of Service Rules For Truck Drivers. Rob Abbott Vice President of Safety Policy American Trucking Associations
Overview of FMCSA s Proposed Hours of Service Rules For Truck Drivers Rob Abbott Vice President of Safety Policy American Trucking Associations Background 2003 Final Rule 2003 Legal Challenge 2005 New
More informationMILLERSVILLE PARK TRAFFIC IMPACT ANALYSIS ANNE ARUNDEL COUNTY, MARYLAND
MILLERSVILLE PARK TRAFFIC IMPACT ANALYSIS ANNE ARUNDEL COUNTY, MARYLAND Prepared for: Department of Public Works Anne Arundel County Prepared by: URS Corporation 4 North Park Drive, Suite 3 Hunt Valley,
More informationMissouri Seat Belt Usage Survey for 2017
Missouri Seat Belt Usage Survey for 2017 Conducted for the Highway Safety & Traffic Division of the Missouri Department of Transportation by The Missouri Safety Center University of Central Missouri Final
More informationTABLE OF CONTENTS CRASHES.. VI TRENDS. VII
TABLE OF CONTENTS Introduction. I Letter from the Governor II Executive Summary of this Report. III-IV 1998 Nevada Quick Collision Facts V CRASHES.. VI a. Statewide Total Crashes by Severity... 1 b. Statewide
More informationExisting 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
More informationWIM #29 was operational for the entire month of October Volume was computed using all monthly data.
OCTOBER 2015 WIM Site Location WIM #29 is located on US 53 near Cotton in St Louis county. System Operation WIM #29 was operational for the entire month of October 2015. Volume was computed using all monthly
More informationWIM #41 CSAH 14, MP 14.9 CROOKSTON, MINNESOTA MAY 2013 MONTHLY REPORT
WIM #41 CSAH 14, MP 14.9 CROOKSTON, MINNESOTA MAY 2013 MONTHLY REPORT In order to understand the vehicle classes and groupings the Mn/DOT Vehicle Classification Scheme and the Vehicle Classification Groupings
More informationSAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY
THIS PRINT COVERS CALENDAR ITEM NO: 10.2 DIVISION: Sustainable Streets BRIEF DESCRIPTION: SAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY Approving various routine parking and traffic modifications. SUMMARY:
More informationConstruction Realty Co.
MEMORANDUM TO: FROM : Jeff Pickus Construction Realty Co. Luay R. Aboona, PE Principal 9575 West Higgins Road, Suite 400 Rosemont, Illinois 60018 p: 847-518-9990 f: 847-518-9987 DATE: May 22, 2014 SUBJECT:
More informationRegional Safety Study
BOONSLICK REGIONAL PLANNING COMMISSION Regional Safety Study PART I: General Crash Data and Trends SPRING 2012 BRPC REGIONAL SAFETY STUDY: PART 1 ~ GENERAL CRASH DATA & TRENDS 1 TABLE OF CONTENTS REPORT
More informationINTERSECTION ANALYSIS PARK AVENUE AND BRADDOCK ROAD (FROSTBURG, MD) FOR LENHART TRAFFIC CONSULTING, INC.
INTERSECTION ANALYSIS FOR PARK AVENUE AND BRADDOCK ROAD (FROSTBURG, MD) Prepared for: City of Frostburg, Maryland & Allegany County Commissioners Prepared by: LENHART TRAFFIC CONSULTING, INC. TRAFFIC ENGINEERING
More informationTraffic Safety Facts. School-Transportation-Related Crashes Data. Overview. Person Type. Key Findings
Traffic Safety Facts 2006 2015 Data August 2017 DOT HS 812 366 School-Transportation-Related Crashes Key Findings From 2006 to 2015 there were 1,313 people of all ages killed in schooltransportation-related
More informationDriver Speed Compliance in Western Australia. Tony Radalj and Brian Kidd Main Roads Western Australia
Driver Speed Compliance in Western Australia Abstract Tony Radalj and Brian Kidd Main Roads Western Australia A state-wide speed survey was conducted over the period March to June 2 to measure driver speed
More informationTHE CORNERSTONE APARTMENTS TRAFFIC IMPACT STUDY R&M PROJECT NO
THE CORNERSTONE APARTMENTS SITUATED AT N/E/C OF STAUDERMAN AVENUE AND FOREST AVENUE VILLAGE OF LYNBROOK NASSAU COUNTY, NEW YORK TRAFFIC IMPACT STUDY R&M PROJECT NO. 2018-089 September 2018 50 Elm Street,
More informationStreamlining the District s Nightlife Curbside Access. Managing High-Demand Curbside Passenger Loading Zones
Streamlining the District s Nightlife Curbside Access Managing High-Demand Curbside Passenger Loading Zones Washington, DC Regional Setting 68.3 square miles DC metropolitan area Population 6.1 million
More information1 st Street Intersection Study
TRAFFIC ENGINEERING ASSISTANCE PROGRAM 1 st Street Intersection Study Prepared for: City of Independence In Cooperation With: Iowa Department of Transportation & Iowa Department of Public Safety Governor
More informationTRAFFIC IMPACT DATA. Dillons #98 On-Site Relocation
TRAFFIC IMPACT DATA For Dillons #98 On-Site Relocation COMMERCIAL DEVELOPMENT 1740 Massachusetts Street Lawrence, KS Revised April 6, 2011 Prepared by: Pickering Firm, Inc. Introduction The project site
More informationAppendix J Traffic Impact Study
MRI May 2012 Appendix J Traffic Impact Study Level 2 Traffic Assessment Limited Impact Review Appendix J [This page was left blank intentionally.] www.sgm-inc.com Figure 1. Site Driveway and Trail Crossing
More informationMichigan State Police (MSP) Post 21 - Metro North
June 2018 Revised 8/3/2018 2017 Reporting Criteria Please pay particular attention to the wording when interpreting the three levels of data gathered for this report. Crash The Crash Level analyzes data
More informationAustin Police Department. An Analysis of Traffic Fatalities 2015
Austin Police Department An Analysis of Traffic Fatalities Prepared by the Austin Police Department Research and Planning Unit April Table of Contents Background... Overview... Terminology... Notes about
More informationProposed 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
More informationMichigan State Police (MSP) Post 21 - Metro North
October 2017 2016 Reporting Criteria Please pay particular attention to the wording when interpreting the three levels of data gathered for this report. Crash The Crash Level analyzes data related to crash
More informationWIM #40 is located on US 52 near South St. Paul in Dakota county.
WIM Site Location WIM #40 is located on US 52 near South St. Paul in Dakota county. System Operation WIM #40 was operational for the entire month of November 2017. Volume was computed using all monthly
More informationLOADING AND UNLOADING SURVEY NATIONAL SCHOOL BUS. Kansas leads the world in the success of each student.
NATIONAL SCHOOL BUS LOADING AND UNLOADING SURVEY Kansas leads the world in the success of each student. January 2018 The Kansas State Department of Education School Bus Safety Unit wishes to thank the
More informationDecember 5, Red Bank Planning Board Municipal Building 90 Monmouth Street Red Bank, NJ 07701
Dynamic Traffic, LLC www.dynamic-traffic.com 1904 Main Street Lake Como, NJ 07719 T. 732.681.0760 December 5, 2016 Red Bank Planning Board Municipal Building 90 Monmouth Street Red Bank, NJ 07701 Re: Traffic
More informationAlberta. Collision Facts. 330 people killed. 17,907 people injured. 140,705 collisions.
Collision Facts 330 people killed 17,907 people injured 140,705 collisions May 2017 www.transportation.alberta.ca/statistics Collision Facts 330 people killed 17,907 people injured 140,705 collisions Monday
More informationAlberta Speeding Convictions and Collisions Involving Unsafe Speed
Alberta Speeding Convictions and Collisions Involving Unsafe Speed 2004-2008 Overview This document was prepared under the Alberta Traffic Safety Plan, Strategic Research Plan for 2008-2010, with the objective
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 informationKent County Traffic Crash Data & Year Trends. Reporting Criteria
May 2015 Revised 3/16/2016 2014 Reporting Criteria Please pay particular attention to the wording when interpreting the three levels of data gathered for this report. Crash The Crash Level analyzes data
More information* Numbers are only as accurate as the reporting agency has provided National School Bus Loading & Unloading Survey
The National School Bus Loading and Unloading Survey is a collection of fatality accident records provided by the state agencies responsible for school transportation safety and/ or accident records*.
More informationWinnetka Avenue Bike Lanes Traffic Impact Analysis
Winnetka Avenue Bike Lanes Traffic Impact Analysis January 4, 2019 Prepared by City of Los Angeles Department of Transportation Active Transportation Division Winnetka Ave Bike Lanes Traffic Impact Analysis
More informationWIM #41 CSAH 14, MP 14.9 CROOKSTON, MINNESOTA APRIL 2014 MONTHLY REPORT
WIM #41 CSAH 14, MP 14.9 CROOKSTON, MINNESOTA APRIL 2014 MONTHLY REPORT In order to understand the vehicle classes and groupings, the MnDOT Vehicle Classification Scheme and the Vehicle Classification
More informationWest Rosslyn Development
Traffic Impact Study and Transportation Management Plan West Rosslyn Development Arlington County, VA Revised: January 11, 2017 May 10, 2016 Prepared for: Penzance 2400 N Street, NW, Suite 600 Washington,
More informationDelaware Information and Analysis Center
Delaware Information and Analysis Center 2015 DELAWARE THERE WERE 684,731 LICENSED DRIVERS, 892,508 REGISTERED MOTOR VEHICLES, AND 9,761,000,000 VEHICLE MILES DRIVEN*. THERE WERE 24,066 TRAFFIC CRASHES
More informationTRAFFIC IMPACT ANALYSIS RIZZO CONFERENCE CENTER EXPANSION FINAL REPORT
TRAFFIC IMPACT ANALYSIS RIZZO CONFERENCE CENTER EXPANSION Chapel Hill, North Carolina FINAL REPORT Prepared for: The Town of Chapel Hill, NC Prepared by: Architects-Engineers-Planners, Inc. December 2010
More informationTransportation Discipline Report
MUKILTEO MULTIMODAL PROJECT FINAL ENVIRONMENTAL IMPACT STATEMENT Transportation Discipline Report Prepared for: June 2013 Transportation Discipline Report Mukilteo Multimodal Project Final Environmental
More informationCity of Marina. Regional Roundabout Study Utilizing Caltrans Intersection Control Evaluation Section 4: Transportation Agency for Monterey County
Regional Roundabout Study Utilizing Caltrans Intersection Control Evaluation Section 4: City of Marina Study Intersections: RESERVATION ROAD AT BEACH ROAD RESERVATION ROAD AT DEFOREST ROAD CARDOZA AVENUE
More informationSPEED 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
More informationFlorida Department of Transportation. Road Ranger Performance Measures 2nd Quarter Report. October 1 to December 31, 2014 Fiscal Year (FY) 2014/2015
Florida Department of Transportation Road Ranger Performance Measures 2nd Quarter Report October 1 to December 31, 2014 Fiscal Year (FY) 2014/2015 Prepared by: Florida Department of Transportation Commercial
More informationVan Buren County Traffic Crash Data & Year Trends. Reporting Criteria
May 2015 Revised 3/16/2016 2014 Reporting Criteria Please pay particular attention to the wording when interpreting the three levels of data gathered for this report. Crash The Crash Level analyzes data
More informationRevised Strategy for Downtown Parking
Revised Strategy for Downtown Parking December 4, 2017 Council Workshop Presented by Jennifer McCoy, P.E., City Traffic Engineer City-Owned Parking Today 3,500 metered parking spaces Parking meters charge
More informationTroost Corridor Transit Study
Troost Corridor Transit Study May 23, 2007 Kansas City Area Transportation Authority Agenda Welcome Troost Corridor Planning Study Public participation What is MAX? Survey of Troost Riders Proposed Transit
More informationCC SUPPORTING DOC PDF POMEROY-CENTRAL AWS REPORT W-EXHIBIT A.PDF POMEROY-ELM SWA REPORT W-EXHIBITS.PDF
1. Agenda Documents: AGENDA.03.06.2018.PDF 2. Supporting Documentation Documents: CC SUPPORTING DOC. 2018.03.06.PDF POMEROY-CENTRAL AWS REPORT W-EXHIBIT A.PDF POMEROY-ELM SWA REPORT W-EXHIBITS.PDF COMMON
More informationWISCONSIN CODES CUSTOM REPORTING SYSTEM DATA DICTIONARY CLICK ON DATA ELEMENT BELOW TO JUMP TO DESCRIPTION
WISCONSIN CODES CUSTOM REPORTING SYSTEM DATA DICTIONARY CLICK ON DATA ELEMENT BELOW TO JUMP TO DESCRIPTION Age Age Group Air Bag Deployment Alcohol Present for Person Alcohol or Drugs Present for Person
More informationPercentage of crashes with driving too fast for the conditions cited as a contributing factor ( ) 0% 5% 10% 15% 20% 25% 30% 35% Percentage
Speeding CRASH FACTSHEET November 2013 CRASH STATISTICS FOR THE YEAR ENDED 31 DECEMBER 2012 Prepared by the Ministry of Transport In this fact sheet speeding is defined as driving too fast for the conditions.
More informationREAL-TIME ELECTRONIC SPEED FEEDBACK DISPLAYS EVALUATION:
REAL-TIME ELECTRONIC SPEED FEEDBACK DISPLAYS EVALUATION: SHORE DRIVE TEST CASE Virginia Beach Traffic Engineering April 3, 2018 Introduction Safety is the most important aspect of our transportation system.
More informationHSIP FUNDING APPLICATION
HSIP FUNDING APPLICATION Lucas County - Sylvania Ave at Centennial Rd DATE 10/6/2011 Project Information: COUNTY Lucas County LOCATION TYPE Intersection PROJECT SERVICE LIFE 20 years SEGMENT INFORMATION
More informationTRAFFIC IMPACT ANALYSIS SHORTBREAD LOFTS 2009 MODIFICATION Chapel Hill, North Carolina
TRAFFIC IMPACT ANALYSIS SHORTBREAD LOFTS 2009 MODIFICATION Chapel Hill, North Carolina Prepared for: The Town of Chapel Hill, NC Prepared by: Architects-Engineers-Planners, Inc. November 2009 Traffic Impact
More information2016 Community Report New Mexico
216 Produced for the Department of Transportation, Traffic Safety Division, Traffic Records Bureau, Under Contract 581 by the University of, Geospatial and Population Studies, Traffic Research Unit Distributed
More informationIngraham High School Parking and Traffic Analysis
Parking and Traffic Analysis Seattle, WA Prepared for: URS Corporation 1501 4th Avenue, Suite 1400 Seattle, WA 98101-1616 Mirai Transportation Planning & Engineering 11410 NE 122nd Way, Suite 320 Kirkland,
More informationAgenda Cover Memorandum
Agenda Cover Memorandum Meeting Date: August 21, 2017 Meeting Type: COW (Committee of the Whole) City Council Budget Workshop Item Title: Final approval of an Ordinance amending various sections of Article
More informationPublic Meeting: Metropolitan Washington Airports Authority (MWAA) TNC (Transportation Network Company) Lot on S. Eads Street
Public Meeting: Metropolitan Washington Airports Authority (MWAA) TNC (Transportation Network Company) Lot on S. Eads Street Department of Environmental Services, Transportation Division Sept. 27, 2018
More informationBROWARD 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,
More informationTraffic Impact Analysis Update
Willow Bend Traffic Impact Analysis Update TABLE OF CONTENTS Page I. INTRODUCTION -------------------------------------------------------------------------------------------- 1 II. EXISTING CONDITIONS
More informationThis letter summarizes our observations, anticipated traffic changes, and conclusions.
Mr. David Jorschumb Project Manager Boulder Valley School District Re: Review of proposed school access improvements at the Foothills Elementary School in Boulder Dear Mr. Jorschumb, At your request, the
More informationProvisional Review of Fatal Collisions. January to December 31 st 2017
Provisional Review of Fatal Collisions January to December 31 st 17 2 nd January 18 Review of 17 fatal collision statistics as of 31st December 17 Overview This report summarises the main trends in road
More information