TRAFFIC COUNT PROGRAM REPORT - Bhjmpc
TRAFFIC COUNT PROGRAM REPORT 2020
Production of this document paid for by funds from the U.S. Federal Highway Administration, Federal Transit Administration, Ohio Department of Transportation, West Virginia Department of Transportation, and dues from BHJ member governments. Prepared By: Brooke‐Hancock‐Jefferson Metropolitan Planning Commission The Metropolitan Planning Organization for Weirton‐Steubenville, WV‐OH Metropolitan Area 124 North 4th Street, 2nd Floor Steubenville, Ohio 43952 740‐282‐3685 304‐797‐9666 740‐282‐1821 (Fax) Email: ccresap@bhjmpc.org mikepap@bhjmpc.org Website: www.bhjmpc.org
General In 2020, the BHJ Transportation Study, as part of its regional transportation planning role, obtained traffic count data at various locations throughout the study area. These traffic counts may be the result of specific study requests or data needed to assist in the overall planning process. Beginning in 2006, the agency organized its traffic counting program to count specific locations in the region every three years. Specific locations obtained in 2020 are for program cycle year three (3) which is generally a repeat of locations obtained in 2008, 2011, 2014, and 2017. This completes the 15th year of the traffic counting program. Due to various issues that occurred during the 2020 counting season, the number of counts that were collected were small compared to the previous three year cycle. The major impact that led to the vast reduction of counts being performed was the partial shutdown due to Covid‐19. This delayed when counting was started from the beginning of April to the beginning of May. Changing of employees and unexpected leave also contributed to losing around two and a half months of time that is normally spent traffic counting. The areas that are normally counted this cycle year in Ohio are various stations around Steubenville as well as the half of the county north of U.S. 22. In West Virginia, the majority of stations in Brooke County are taken as well as counts located in Weirton City limits in Hancock County. In West Virginia, traffic counts were obtained on various routes in Brooke County in the urbanized area of the county along State Route 2 as well as near Weirton, in the areas around and in Weirton in Hancock County, and at exit and entrance ramps to U.S. 22. In Ohio, traffic counts were obtained on various routes around Steubenville and Wintersville, Richmond, and Bloomingdale. Also, counts were obtained at locations in Ohio which were requested by the Ohio Department of Transportation (ODOT) for their Highway Performance Monitoring System (HPMS) reporting required by the Federal Highway Administration (FHWA). Counts were also added and removed in various locations due to changing traffic and areas where more or less counts are needed to represent the traffic accurately. Most of the traffic counts were obtained in 15 minute interval resolution and generally for a minimum of 24 hours. Counts obtained with hose type counters generally ran for just over 48 hours. Counts obtained with plate type counters generally ran for 24 hours. During the 2020 calendar year, a total 90 physical counts were obtained. Any counts that failed or had errors were recounted the following week.
Traffic Signal System Data The City of Steubenville and the Village of Wintersville have traffic signal systems that use count data gathered from video and inductive loop detectors to adjust the timing and relationships of adjacent traffic signals for smoother traffic flow. The agency contacted both jurisdictions and obtained permission to gather some of this traffic count data on a regular basis. The count data from Steubenville and Wintersville was extracted for a representative week from each quarter of the year (January, April, July and October) when available. Figure Fourteen shows a summary of all the count locations obtained from both signal systems. BHJ developed count summary reports for single day and weekly data. Counting Equipment At the end of 2020, the following inventory of counting units were operational. Nine (9) Diamond Omega 2 channel hose type counters Two (2) Diamond Road Runner 3 hose type counters Six (6) MH Corbin NC‐350 plate type counters Two (2) Diamond Omega‐G 2 channel hose type counters Three (3) Diamond Apollo 4 channel hose type counters One (1) Jamar Acoustic Counter Two (2) Jamar Manual Turn Counters In 2020, multiple Diamond Omega 2 channel hose type counters quit working for various reasons and were retired from use. Two Diamond Road Runner 3 hose type counters were purchased this year as a test for starting to replace the aging Diamond Omega 2 counters. The Road Runner 3 counters are small and rugged making them a cost effective replacement for the Diamond Omega 2 counters that were gifted to BHJ by ODOT. The new counters seemed to work very well with good accuracy, the only downfall to them is they do not have a screen to be able to verify they are counting correctly in the field, but can be used with our rugged handheld computer to do so when more are purchased in the future. Plate type counters work well where data from a specific lane is desired. Plate counter units have been used at large intersections to count right turning traffic by placing the unit out of the through travel lanes in the corner radius area. The units are also useful on four lane streets and highspeed roadways. They are more easily deployed and retrieved than hose counters. Because they are also smaller in size, they are more easily transported. The downside of plate counters is their susceptibility to theft and damage if they come loose from the pavement.
Hose type counters are the work horse of BHJ’s counting equipment fleet and are proven technology. In fact, the technology has advanced to the point where little or no trouble is ever experienced with the hose transducers (the device in the unit that senses the vehicle via the hose). Years ago, the hose interface was the “Achilles’ heel” of this equipment. Hose counters have the capability to accurately classify vehicles and measure vehicle speeds. Because the units can be chained and locked to poles, trees or guardrail posts, they are more resistant to vandalism than plate units. The downside is the units require the placement of hoses across the pavement being counted which creates a challenge to keep them in place especially on high speed roadways. Also, the hoses take up considerable space in the transport vehicle. In an attempt to address this, in 2012 the agency decided to migrate to “low profile” hose which takes less space for storage. The downside is these hoses are less robust and therefore wear out more quickly. However, had the agency stayed with the traditional larger hose, it would have been impossible to haul all the hose needed in the agency vehicle. The Jamar unit uses acoustic technology to detect vehicle engine and road noise, which it translates into a vehicle count. It is mounted by strapping it to a tree or power pole aimed at the roadway about five feet above the surface. There is no need to place anything on roadway. The agency has found the unit to be accurate when used in environments where there is little chance of extraneous noise. Therefore, this counter is mainly used for very low volume roads with gravel surfaces. Another downside is the data obtained is not directional. No traffic count studies were performed in 2019 using the Jamar unit. 2020 Count Locations The count locations for 2020 are shown on the maps included in this document (Figures One through Eight). Data contained in the Summary Tables include the location, direction of traffic counted, date of the survey, 24 hour traffic volume total (unadjusted), jurisdiction, county, state and the traffic count filename. A detailed report, map, or other information about any of the count locations is available upon request. If data is needed for other areas not covered by the 2020 count locations, information from past years counts can be accessed and used. Data from each traffic count are maintained in ESRI ArcMap GIS mapping software. The agency did not use the field hardened tablet computer obtained in 2013 for use in documenting count locations for the 2020 year. Counts were done at similar locations to previous years making recording their exact GPS locations irrelevant. The tablet was not used to streamline and speed up the process to shorten the amount of time each count takes. The tablet uses the Microsoft Windows 7 operating system and has a built‐in GPS for location positioning and a camera for field documentation. The tablet unit replaces a dedicated GPS unit used by the agency for several years. The advantage
of the tablet is a larger screen making field input much easier and data is easily sync’ed with office files over the office network using a standard WiFi connection.
Online Traffic Count Data Enhanced In 2017, BHJ developed an enhanced online interactive mapping system for our traffic count data using ESRI’s Online Cloud GIS. This online GIS is available to ESRI ArcGIS users. BHJ’s website was overhauled in mid‐2019 to optimize use of the website for the user. In 2020, the way count locations are displayed are going to be changed from a point style to a line segment style. This is being done to more accurately display the area that each traffic count represents, and avoid confusion as to where the data from each count covers. This is still in the easy stages of being implemented and is being improved as more data is added. To view the online Traffic Count GIS, navigate your browser to www.bhjmpc.org and then click Traffic Counts on the main page menu bar. (see Web Image One). Data of interest for each count is displayed by clicking on the Icon associated with the count on the map (see Web Image Two). Data is grouped by three (3) year cycles and can be accessed by clicking on the tabs at the top of the map. Fatal and Serious Injury Crash data is also available in a separate tab. You can use the wheel on the mouse to zoom in and out. Holding down the left mouse button will allow panning of the map. Aerial photography comes into view when you zoom in.
Web Image One – Click on “Traffic Counts” on main page
Web Image Two – Count Locations and Detail Information
Report and Data Availability This report can be found on our website at www.bhjmpc.org/traffic‐counts/. Examples of detailed individual summary reports are shown in Appendix A. Reports for 2019 data are available upon request by contacting Cody Cresap, Transportation Engineer at 740‐282‐3685 x210 or by email at ccresap@bhjmpc.org. Please include detailed information about the location of where you would like count information. County, Town, Street Name, Business location, section of roadway, etc. and counts that best describe the traffic in that area will be used.
Figures One through Eight: Traffic Count Locations
FIGURE ONE: 2020 TRAFFIC COUNT LOCATIONS BROOKE, HANCOCK, AND JEFFERSON COUNTIES µ MAP OF LOCATIONS WHERE TRAFFIC COUNTERS WERE SCHEDULED TO BE MANUALLY PLACED IN BROOKE, HANCOCK, AND JEFFERSON COUNTIES, IN CYCLE YEAR 3, 2020
FIGURE TWO: 2020 TRAFFIC COUNT LOCATIONS JEFFERSON COUNTY, OHIO µ MAP OF LOCATIONS WHERE TRAFFIC COUNTERS WERE SCHEDULED TO BE MANUALLY PLACED IN JEFFERSON COUNTY,OHIO, IN CYCLE YEAR 3, 2020
FIGURE THREE: 2020 TRAFFIC COUNT LOCATIONS HANCOCK COUNTY, WEST VIRGINIA µ MAP OF LOCATIONS WHERE TRAFFIC COUNTERS WERE SCHEDULED TO BE MANUALLY IN HANCOCK COUNTY,WEST VIRGINIA, IN CYCLE YEAR 3, 2020 PLACED
FIGURE FOUR: 2020 TRAFFIC COUNT LOCATIONS BROOKE COUNTY, WEST VIRGINIA µ MAP OF LOCATIONS WHERE TRAFFIC COUNTERS WERE SCHEDULED TO BE MANUALLY PLACED IN BROOKE COUNTY,WEST VIRGINIA, IN CYCLE YEAR 3, 2020
µ FIGURE FIVE: 2020 TRAFFIC COUNT LOCATIONS COMPLETED DURING SEASON MAP OF LOCATIONS WHERE TRAFFIC COUNTERS WERE MANUALLY PLACED IN BROOKE, HANCOCK, AND JEFFERSON COUNTIES, IN CYCLE YEAR 3, 2020
FIGURE SIX: 2020 TRAFFIC COUNT LOCATIONS NOT COMPLETED DURING SEASON µ D D D D D D D D D D D D DD D D D D DD D DD D D D DD D D DD DDD D D D D D D D D D D DD D DD D D DDD D D DD D DD D D D D D D D DDD MAP OF LOCATIONS WHERE TRAFFIC COUNTERS WERE NOT ABLE TO BE MANUALLY PLACED IN BROOKE, HANCOCK, AND JEFFERSON COUNTIES, IN CYCLE YEAR 3, 2020
µ MAP OF LOCATIONS WHERE TRAFFIC COUNTERS WERE SCHEDULED TO BE MANUALLY PLACED IN THE WINTERSVILLE/STEUBENVILLE, OHIO AREA, IN CYCLE YEAR 3, 2020 FIGURE SEVEN: 2020 TRAFFIC COUNT LOCATIONS WINTERSVILLE/STEUBENVILLE, OHIO
µ MAP OF LOCATIONS WHERE TRAFFIC COUNTERS WERE SCHEDULED TO BE MANUALLY PLACED IN THE WEIRTON, WEST VIRGINIA AREA, IN CYCLE YEAR 3, 2020 FIGURE SEVEN: 2020 TRAFFIC COUNT LOCATIONS WEIRTON, WEST VIRGINIA
Figure Nine: Explanation of Report Fields in Table One Field Name BHJ Station ID # Count Reference Location 24 HR Count 24 HR Truck Percentage Truck 85% Tile Speed Posted Speed Limit Lane Direction Jurisdiction Boundary County State Functional Class Count Date Description Reference name given to each count that refers to information given on the website map, www.bhjmppc.org Description of the location of where the count was obtained Total number of vehicles counted in 24 hours. This is the unadjusted count total, or average daily traffic Total number of large trucks counted in 24 hours. This is the unadjusted count total, or average daily truck traffic Percentage of vehicles counted that were considered large trucks, semis, busses, box vans, etc. The speed at which 85% of the observed vehicles were traveling at or less over the 24 hour period Speed limit of the road the count was obtained Direction of travel of traffic of obtained count data The jurisdiction where the count was obtained The county where the count was obtained The state where the count was obtained Functional classification of the roadway where the count was obtained The date the count was obtained
Table One: Traffic Count Summary Data
BHJ STATION ID # HAN-0067A HAN-0067B HAN-0068A HAN-0068B HAN-0069A HAN-0069B HAN-0039A HAN-0039B HAN-0040A HAN-0040B HAN-0045A HAN-0045B HAN-0026A HAN-0026B HAN-0044A HAN-0044B HAN-0070A HAN-0070B HAN-0033A HAN-0033B HAN-0036A HAN-0036B HAN-0004A HAN-0004B HAN-0065A HAN-0065B HAN-0064A HAN-0064B HAN-0082A HAN-0082B BRO-0069A BRO-0069B1 BRO-0069B2 BRO-0087B BRO-0030B BRO-0086A BRO-0031A BRO-0029A BRO-0029B BRO-0028A1 BRO-0028A2 BRO-0028B1 BRO-0028B2 BRO-0076A BRO-0076B BRO-0081A BRO-0088B BRO-0089B BRO-0071A BRO-0048A BRO-0064A BRO-0068B BRO-0070B HAN-0025A HAN-0025B BRO-0026A BRO-0026B BRO-0027A BRO-0027B BRO-0018A1 BRO-0018A2 COUNT REFERANCE LOCATION Colliers Way-N of US0022 Colliers Way-N of US0022 Colliers Wa-S of Pennsylvannia Ave Colliers Wa-S of Pennsylvannia Ave Pennsylvannia Av-W of Colliers Wa Pennsylvannia Av-W of Colliers Wa Pennsylvannia Av-E of Cove Rd Pennsylvannia Av-E of Cove Rd Cove Rd-W of Pennsylvannia Av Cove Rd-W of Pennsylvannia Av Penco Rd-N of Cove Rd Penco Rd-N of Cove Rd Pennsylvania Av-E of Penco Rd Pennsylvania Av-E of Penco Rd Penco Rd-S of Pennsylvania Av Penco Rd-S of Pennsylvania Av Pennsylvania Av-W of Penco Rd Pennsylvania Av-W of Penco Rd Pennsylvania Av-E of 24th St Pennsylvania Av-E of 24th St Cove Rd-W of Three Springs Dr Cove Rd-W of Three Springs Dr Three Springs Dr-S of Cove Rd Three Springs Dr-S of Cove Rd Three Springs Dr-N of Potomac Av Three Springs Dr-N of Potomac Av Three Springs Dr-S of Potomac Av Three Springs Dr-S of Potomac Av Potomac Av-W of Three Springs Dr Potomac Av-W of Three Springs Dr Three Springs Dr-S of St Thomas Dr Three Springs Dr-S of St Thomas Dr Three Springs Dr-S of St Thomas Dr Ramp-Three Springs Dr to WB US0022 Ramp-WB US0022 to Three Springs Dr Ramp-Three Springs Dr to EB US0022 Ramp-EB US0022 to Three Springs Dr Three Springs Dr-S of Ramp-US0022 EB Three Springs Dr-S of Ramp-US0022 EB Three Springs Dr-S of Ramp-US0022 WB Three Springs Dr-S of Ramp-US0022 WB Three Springs Dr-S of Ramp-US0022 WB Three Springs Dr-S of Ramp-US0022 WB Colliers Wa-S of US0022 Colliers Wa-S of US0022 Ramp-Colliers Wa to EB US0022 Ramp-WB US0022 to Colliers Way Ramp-Colliers Wa to WB US0022 Ramp-EB US0022 to Colliers Wa Ramp-EB US0022 to Harmon Creek Rd Ramp-Harmon Creek Rd to EB US0022 Ramp-WB US0022 to Harmon Creek Rd Ramp-Harmon Creek Rd to WB US0022 Cove Rd-E of Weir Av Cove Rd-E of Weir Av SR0002-at Beech Bottom S Corp SR0002-at Beech Bottom S Corp SR0002-at Beech Bottom N Corp SR0002-at Beech Bottom N Corp SR0002-N of Archer Hill Rd SR0002-N of Archer Hill Rd 24 HR COUNT 4188 4336 3926 4155 3461 3844 5040 4895 2204 2064 6318 6169 3633 3588 5077 2064 5416 5484 5384 5544 2866 2471 6859 6696 6910 6922 7358 9039 1792 1925 9040 6262 3263 5174 3896 3598 5203 5035 5032 6226 1785 3771 2706 4861 4924 2048 1958 4566 4498 1550 2105 2117 1374 5332 5252 2219 1234 2870 2918 4913 4410 PERCENTAGE OF TRUCK 2.36 2.31 4.99 3.22 16.62 12.08 3.37 2.81 1.23 1.11 1.09 1.09 1.21 1.37 1.22 1.11 2.56 2.12 1.97 3.07 1.79 2.71 0.76 0.97 2.67 3.46 7.03 4.70 1.23 1.41 3.59 5.20 4.43 14.37 12.01 1.92 2.11 1.87 1.57 3.76 5.89 3.30 3.23 0.99 0.91 5.52 9.45 -3.53 0.78 5.16 3.52 1.75 6.84 2.92 2.17 14.92 18.18 7.46 8.20 11.47 6.12 85% SPEED 43.7 42.2 28.9 32.9 39.1 39.5 43.8 38.4 44.2 42.0 29.6 35.3 39.8 39.7 31.7 42.0 42.9 39.6 44.0 44.8 43.9 46.0 33.6 33.7 35.3 34.4 32.5 29.3 33.4 34.3 29.0 33.8 36.2 49.8 53.9 46.2 39.8 37.3 35.9 36.7 40.9 39.9 34.6 38.9 39.5 43.5 59.2 50.6 58.8 59.9 51.1 53.9 48.4 44.8 44.0 54.7 54.6 48.7 49.6 66.1 70.9 POSTED SPEED 45 45 35 35 35 35 35 35 40 40 35 35 35 35 35 35 35 35 35 35 45 45 35 35 35 35 35 35 25 25 35 35 35 45 45 45 45 35 35 35 35 35 35 45 45 45 45 45 45 45 45 45 45 45 45 55 55 55 55 50 50 LANE DIRECTION NB SB NB SB EB WB EB WB EB WB NB SB EB WB NB SB EB WB EB WB EB WB NB SB NB SB NB SB EB WB NB SBRL SBLL WB WB EB EB NB SB NBRL NBLL SBRL SBLL NB SB EB WB WB EB EB EB WB WB EB WB NB SB NB SB NBRL NRLL JURISDICTION BOUNDARY WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON WEIRTON BEECH BOTTOM BEECH BOTTOM BEECH BOTTOM BEECH BOTTOM BROOKE CO BROOKE CO STATE WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV FUNCTIONAL CLASS MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL URBAN COLLECTOR URBAN COLLECTOR MINOR ARTERIAL MINOR ARTERIAL URBAN COLLECTOR URBAN COLLECTOR MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL URBAN COLLECTOR URBAN COLLECTOR URBAN COLLECTOR URBAN COLLECTOR URBAN COLLECTOR URBAN COLLECTOR LOCAL LOCAL URBAN COLLECTOR URBAN COLLECTOR URBAN COLLECTOR FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY LOCAL LOCAL URBAN COLLECTOR URBAN COLLECTOR URBAN COLLECTOR URBAN COLLECTOR URBAN COLLECTOR URBAN COLLECTOR FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY FREEWAY/EXPRESSWAY MINOR ARTERIAL MINOR ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL BEGIN DATE 6/2/2020 6/2/2020 6/2/2020 6/2/2020 6/2/2020 6/2/2020 6/3/2020 6/3/2020 6/2/2020 6/2/2020 6/2/2020 6/2/2020 6/2/2020 6/2/2020 6/2/2020 6/2/2020 6/3/2020 6/3/2020 6/3/2020 6/3/2020 6/8/2020 6/8/2020 6/8/2020 6/8/2020 6/9/2020 6/9/2020 6/9/2020 6/9/2020 6/8/2020 6/8/2020 6/8/2020 6/9/2020 6/9/2020 6/8/2020 6/8/2020 6/8/2020 6/8/2020 6/8/2020 6/8/2020 6/17/2020 6/17/2020 6/17/2020 6/17/2020 6/16/2020 6/16/2020 6/16/2020 6/16/2020 6/16/2020 6/16/2020 6/16/2020 6/16/2020 6/16/2020 6/16/2020 6/17/2020 6/17/2020 6/22/2020 6/22/2020 6/22/2020 6/22/2020 6/23/2020 6/23/2020
BHJ STATION ID # BRO-0018B1 BRO-0018B2 HAN-0001A HAN-0001B HAN-0002B HAN-0032A HAN-0032B HAN-0034A HAN-0034B BRO-0003A BRO-0003B JEF-0051A1 JEF-0051A2 JEF-0051B1 JEF-0051B2 JEF-0279A JEF-0279B JEF-0209A JEF-0209B JEF-0131A JEF-0131B JEF-0302A JEF-0302B JEF-0295A JEF-0295B JEF-0002A JEF-0002B JEF-0189A JEF-0189B JEF-0090A JEF-0090B JEF-0311A1 JEF-0311A2 JEF-0270B1 JEF-0270B2 JEF-0360A1 JEF-0360A2 JEF-0292A JEF-0292B JEF-0291A JEF-0291B JEF-0059A JEF-0059B JEF-0057A JEF-0057B JEF-0191A JEF-0191B JEF-0107A JEF-0107B JEF-0089A JEF-0089B JEF-0133A JEF-0133B JEF-0210A JEF-0210B JEF-0049A JEF-0049B JEF-0233A JEF-0233B JEF-0297A JEF-0297B COUNT REFERANCE LOCATION SR0002-N of Archer Hill Rd SR0002-N of Archer Hill Rd SR0002-S of Cove Rd SR0002-S of Cove Rd SR0002-N of Cove Rd SR0002-S of Virginia Av SR0002-S of Virginia Av SR0002-S of Pennsylvannia Av SR0002-S of Pennsylvannia Av SR0088-S of SR0027 SR0088-S of SR0027 John Scott Hi-S of US0022 John Scott Hi-S of US0022 John Scott Hi-S of US0022 John Scott Hi-S of US0022 CR0038-N of CR0022A CR0038-N of CR0022A CR0039-S of TR0136 CR0039-S of TR0136 CR0039-S of SR0646 CR0039-S of SR0646 CR0039-N of SR0646 CR0039-N of SR0646 CR0061-at Amsterdam E Corp CR0061-at Amsterdam E Corp CR0055-E of SR0164 CR0055-E of SR0164 SR0043-at Richmond S Corp SR0043-at Richmond S Corp Lawson Av-S of Orchard St Lawson Av-S of Orchard St SR0007-S of University Bo SR0007-S of University Bo SR0007-N of University Bo SR0007-N of University Bo SR0007 Ramp-SR0007 NB Off Ramp SR0007 Ramp-SR0007 NB Off Ramp Hollywood Bo-S of SR0043 Hollywood Bo-S of SR0043 Hollywood Bo-N of SR0043 Hollywood Bo-N of SR0043 Belleview Bo-N of Sunset Bo Belleview Bo-N of Sunset Bo John Scott Hi-S of SR0043 John Scott Hi-S of SR0043 TR0174-S of CR0033 TR0174-S of CR0033 Lawson Av-S of Adams St Lawson Av-S of Adams St Adams St-W of Ramp to SR0043 Adams St-W of Ramp to SR0043 CR0039-N of CR0022A CR0039-N of CR0022A CR0036-W of TR0205 CR0036-W of TR0205 CR0043-W of TR0384 CR0043-W of TR0384 CR0045-E of SR0043 CR0045-E of SR0043 CR0041-N of SR0043 CR0041-N of SR0043 24 HR COUNT 6346 2977 7829 6986 5435 4854 5250 4447 4710 412 435 4994 663 4180 2076 185 189 320 306 298 294 354 320 89 92 221 323 4217 4178 1682 2147 2604 1962 2146 3434 1661 1211 2605 2420 838 975 964 2433 4566 4698 386 342 1038 1193 1087 1177 518 489 198 182 531 606 889 904 274 286 PERCENTAGE OF TRUCK 11.55 5.60 5.61 7.81 7.39 8.12 7.01 6.12 5.50 5.83 10.42 5.75 3.25 6.95 1.79 3.24 3.70 0.94 0.66 2.35 1.70 2.83 3.46 0.00 1.14 10.04 9.46 2.92 2.57 22.84 15.20 14.54 26.83 29.17 16.68 4.11 1.16 0.84 1.95 4.41 2.68 22.54 25.43 5.44 6.73 3.48 4.21 3.22 2.72 1.93 2.05 5.56 5.49 10.00 6.27 1.47 1.22 2.92 3.86 85% SPEED 69.4 64.4 34.3 33.3 34.4 37.6 34.5 46.7 44.3 44.2 52.7 65.1 68.9 64.7 58.7 47.8 52.3 54.9 57.7 53.9 53.3 47.2 48.3 32.4 32.3 54.7 59.1 33.7 36.7 52.8 56.6 62.1 48.9 40.0 42.1 23.4 23.4 27.7 27.6 24.2 23.7 41.1 43.1 36.2 32.3 33.7 33.9 43.4 43.1 43.7 47.8 34.4 34.2 57.4 54.6 43.9 48.4 38.0 39.9 POSTED SPEED 50 50 25 25 35 25 25 25 25 45 45 45 45 45 45 40 40 45 45 40 40 40 40 45 45 45 45 35 35 35 35 35 35 35 35 35 35 25 25 25 25 25 25 35 35 35 35 35 35 35 35 40 40 45 45 45 45 45 45 45 45 LANE DIRECTION SBRL SBLL NB SB SB NB SB NB SB NB SB NBRL NBLL SBRL SBLL NB SB NB SB NB SB NB SB EB WB EB WB NB SB NB SB NBRL NBLL SBRL SBLL NBRL NBLL NB SB NB SB NB SB NB SB NB SB NB SB EB WB NB SB EB WB EB WB EB WB NB SB JURISDICTION BOUNDARY STATE BROOKE CO WV BROOKE CO WV WEIRTON WV WEIRTON WV WEIRTON WV WEIRTON WV WEIRTON WV WEIRTON WV WEIRTON WV BROOKE CO WV BROOKE CO WV STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH WAYNE TWP OH WAYNE TWP OH SALEM TWP OH SALEM TWP OH SALEM TWP OH SALEM TWP OH SALEM TWP OH SALEM TWP OH AMSTERDAM OH AMSTERDAM OH BRUSH CREEK TWP OH BRUSH CREEK TWP OH RICHMOND OH RICHMOND OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH CROSS CREEK TWP OH CROSS CREEK TWP OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH STEUBENVILLE OH WAYNE TWP OH WAYNE TWP OH SALEM TWP OH SALEM TWP OH ISLAND CREEK TWP OH ISLAND CREEK TWP OH ISLAND CREEK TWP OH ISLAND CREEK TWP OH ISLAND CREEK TWP OH ISLAND CREEK TWP OH FUNCTIONAL CLASS PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL MAJOR COLLECTOR MAJOR COLLECTOR MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL LOCAL LOCAL MINOR COLLECTOR MINOR COLLECTOR MINOR COLLECTOR MINOR COLLECTOR MINOR COLLECTOR MINOR COLLECTOR LOCAL LOCAL MINOR COLLECTOR MINOR COLLECTOR MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL PRINCIPLE ARTERIAL LOCAL LOCAL LOCAL LOCAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL LOCAL LOCAL MINOR ARTERIAL MINOR ARTERIAL URBAN COLLECTOR URBAN COLLECTOR MINOR COLLECTOR MINOR COLLECTOR LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL BEGIN DATE 6/23/2020 6/23/2020 6/22/2020 6/22/2020 6/22/2020 6/23/2020 6/23/2020 6/22/2020 6/22/2020 6/22/2020 6/22/2020 7/1/2020 7/1/2020 7/1/2020 7/1/2020 6/30/2020 6/30/2020 6/30/2020 6/30/2020 6/30/2020 6/30/2020 6/30/2020 6/30/2020 6/30/2020 6/30/2020 6/30/2020 6/30/2020 7/1/2020 7/1/2020 6/30/2020 6/30/2020 7/8/2020 7/8/2020 7/8/2020 7/8/2020 7/8/2020 7/8/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 7/7/2020 8/5/2020 8/5/2020 8/5/2020 8/5/2020 8/5/2020 8/5/2020 8/5/2020 8/5/2020 8/5/2020 8/5/2020
BHJ STATION ID # JEF-0190A JEF-0190B JEF-0194A JEF-0194B JEF-0195A JEF-0195B JEF-0043A JEF-0043B JEF-0046A JEF-0046B JEF-0188A1 JEF-0188A2 JEF-0188B1 JEF-0188B2 JEF-0047A JEF-0047B JEF-0044A JEF-0044B JEF-0092A JEF-0092B JEF-0146A JEF-0146B BRO-0032A BRO-0032B BRO-0033A BRO-0033B BRO-0034A BRO-0034B BRO-0039A BRO-0039B JEF-9800A JEF-9799A JEF-9799B JEF-9798A JEF-9798B JEF-9797A JEF-9797B JEF-9796A JEF-9796B JEF-0106A JEF-0106B BRO-0025BA BRO-0025B2 BRO-0010A1 BRO-0010A2 BRO-0053A BRO-0024B COUNT REFERANCE LOCATION SR0152-at Richmond E Corp SR0152-at Richmond E Corp SR0152-at Richmond W Corp SR0152-at Richmond W Corp SR0043-at Richmond N Corp SR0043-at Richmond N Corp CR0054-N of SR0043 CR0054-N of SR0043 CR0039-S of SR0043 CR0039-S of SR0043 John Scott Hi-N of SR0043 John Scott Hi-N of SR0043 John Scott Hi-N of SR0043 John Scott Hi-N of SR0043 CR0007G-btwn SR0007 & SR0007 CR0007G-btwn SR0007 & SR0007 CR0056-W of SR0007 CR0056-W of SR0007 CR0056-W of TR0382A CR0056-W of TR0382A CR0074-W of Mingo Jct Corp CR0074-W of Mingo Jct Corp Archer Hill Rd-E of SR0002 Archer Hill Rd-E of SR0002 Mahan La-E of SR0002 Mahan La-E of SR0002 SR0027A-E of SR0002 SR0027A-E of SR0002 SR0027A-S of Mahan La SR0027A-S of Mahan La Wellesley Ave-E of Wilkens St Fairview Dr-S of Scioto Dr S Fairview Dr-S of Scioto Dr S Pine Valley Dr-S of Doral Dr Pine Valley Dr-S of Doral Dr Pine Valley Dr-N of Eldorado Dr Pine Valley Dr-N of Eldorado Dr Doral Dr-E of Pine Valley Dr Doral Dr-E of Pine Valley Dr Spring Av-S of South St Spring Av-S of South St Ramp-SB SR0002 to WB US0022 Ramp-SB SR0002 to WB US0022 Ramp-EB US0022 to NB SR0002 Ramp-EB US0022 to NB SR0002 Ramp-SB SR0002 to EB USR0022 Ramp-WB US0022 to NB SR0002 24 HR COUNT 1628 1577 545 523 2301 2354 393 400 432 433 4524 684 3219 2695 599 529 387 381 353 359 120 123 1523 1527 1138 1051 2319 2297 991 1046 206 110 142 31 30 304 336 186 159 459 341 3452 5055 5238 2203 1641 1537 PERCENTAGE OF TRUCK 27.55 15.26 6.97 5.18 6.27 7.22 10.43 7.02 0.93 5.77 0.92 6.40 6.35 2.42 14.91 13.66 7.07 6.60 2.27 2.82 2.50 0.82 1.97 1.51 0.18 0.19 0.74 0.83 4.55 3.54 0.99 2.91 6.06 0.00 0.00 0.99 3.90 1.64 1.29 1.75 1.18 7.54 9.34 16.81 21.69 8.65 11.92 85% SPEE
Most of the traffic counts were obtained in 15 minute interval resolution and generally for a minimum of 24 hours. Counts obtained with hose type counters generally ran for just over 48 hours. Counts obtained with plate type counters generally ran for 24 hours.
SA Learner Driver Manual Road Traffic Signs Version: Draft Page 1 of 56 2. ROAD TRAFFIC SIGNS, SIGNALS AND MARKINGS The purpose of road traffic signs is to regulate traffic in such a way that traffic flow and road traffic safety are promoted. 1. SIGNS IN GENERAL Road traffic signs can be divided into the following six main groups:
Fabric 100% Cotton Fabric Polycotton Tread Count 40S 200 Tread Count Tread Count 40S/110*76 186 Tread Count 40S 245 Tread Count 40S/133*72 205 Tread Count 60*40S 293 Tread Count 40S/110*80 190 Tread Count 60*60S 32
the destination. The traffic light system designed by Salim Bin Islam provided a design and development of a microcontroller based intelligent traffic control system. He proposed a new intelligent traffic control system that is to control the traffic system through traffic signal on the basis of current traffic density.
Traffic light controller, Real-time traffic signaling, congestion, ZigBee communication board, Google Traffic API, Agent-based traffic modeling. ABSTRACT: Controlling of traffic signals optimally helps in avoiding traffic jams as vehicle volume density changes on temporally short and spatially small scales.
2. The traffic study may include an analysis of the effectiveness and cost of the traffic calming measures included in this handbook. 3. The traffic study will include deploying traffic counters to measure the speed and volume of traffic at various points along the roadway. The traffic counters will collect data for a minimum of two weeks. 4.
Traffic signs tell you about traffic rules, hazards, where you are, how to get where you are going, and where services are located. The shape and color of these signs give clues to the type of information they provide. Traffic controls include traffic signals, traffic signs and pavement markings. Traffic control also can be provided
Vehicular traffic count data was collected at different locations in Yola, the Adamawa state capital of Nigeria. The study centred on assessing the contributions of the different means of road transportation to traffic hold-ups in the city centre. A two-way ANOVA is used compare the vehicular traffic count per vehicle type, per hour and per route.
Within this programme, courses in Academic Writing and Communication Skills are available. There are also more intensive courses available, including the Pre-Sessional Course in English for Academic Purposes. This is a six-week course open to students embarking on a degree course at Oxford University or another English-speaking university. There are resources for independent study in the .
