Turning Movements Sample Clauses

The 'Turning Movements' clause defines the rules and requirements governing how vehicles are permitted to make turns at intersections or designated points within a roadway system. Typically, this clause specifies which turning maneuvers are allowed or prohibited, such as left or right turns, U-turns, or restrictions during certain hours, and may require the use of signals or adherence to posted signage. Its core practical function is to ensure safe and orderly traffic flow by clearly outlining permissible turning actions, thereby reducing confusion and minimizing the risk of accidents at critical points in the transportation network.
Turning Movements. WSB will set tube counters to provide daily traffic volumes for a five day period. In addition, traffic turning movements will be tracked for one hour before and after Building a legacy – your legacy. December 29, 2017 Page 2 the AM and PM peak hours. We will summarize and use the data to develop the concepts and include in the ICE report.
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Turning Movements. All of Consultant’s analyses must focus on design hour volume unless otherwise discussed and agreed to by City and ODOT. Consultant shall use ODOT operational mobility targets for State facilities and City design standards for City facilities, clarifying required standards and targets when there is different jurisdiction on multiple legs of a single intersection. Consultant’s transportation analysis must also include the following: a) availability of sidewalks and bicycle lanes b) general condition of existing American with Disabilities Act (“ADA”) compliant ramps (as data is available), sidewalks and bicycle facilities c) pedestrian and bicycle level of traffic stress as per Agency’s Analysis Procedure Manual v2 d) qualitative (multimodal) assessment for transit modes (guidance is available in Agency’s Analysis Procedure Manual v2) e) a qualitative assessment of transit service and identification of underserved areas f) gaps in intermodal connectivity Consultant’s crash inventory (most recent 5 years of complete crash data) must include, but is not limited to the following: a) location; b) crash type and characteristics; c) severity (property damage, injury and level of injury, or fatality); d) summary review of pedestrian and bicycle crashes; including bicycle or pedestrian present; and e) summary review of fatal and serious injury crashes. Consultant’s data for State highways must include but is not limited to locations of Top 5% or 10% Safety Priority Index System sites. Consultant shall calculate study intersection crash rates. Consultant shall compare intersection crash rates to critical crash rates and the excess proportion of specific crash types based on the methods outlined in Part B of the Highway Safety Manual. If a critical crash rate or excess proportions cannot be calculated due to limited data or inadequate reference populations, crash rates must be compared to the published 90th percentile rates in Table 4-1 of the Agency’s Analysis Procedure Manual. Consultant shall use Project-area K-factors from 12+ hour counts to convert short duration counts to daily traffic approach volumes. Consultant shall calculate the crash rates and compare them to Table II in the statewide Crash Rate Book to identify locations and intersections with more crashes than other similar facilities in Oregon. Consultant shall identify and present crash patterns and potential projects, policies, or studies at intersections that exceed the statewide crash rate performan...
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Turning Movements. LSC will review the traffic count data collected by LSC at the Elk Valley Cross Road/Parkway Drive intersection in October 2016 as a part of the Elk Valley Road Corridor Plan. We will also review the counts conducted by LSC last Spring at the Elk Valley Cross Road/▇▇▇▇ ▇▇▇▇ Drive intersection. This work scope includes conducting AM and PM peak-hour turning-movement counts (including vehicles, heavy trucks, bicyclists, pedestrians, and other non-motorized trips) at up to eight (8) key intersection locations, including the following intersections along Elk Valley Cross Road: 1. ▇▇▇▇ ▇▇▇▇ Drive 2. Wonder ▇▇▇▇▇ Road 3. ▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇ 4. US 101 Southbound 5. US 101 Northbound 6. US 199
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Related to Turning Movements

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Walls 12 Developer shall provide rustication patterns on all walls, except drainage headwalls, in Aesthetic 13 Area 3 in accordance with Exhibit L2.24 of the LAADCR. The final designs shall resemble these 14 simulations.

  • Trees 1.1. The Tenant shall not without the written consent of the Council cut or prune any trees, apart from carrying out the recognised pruning practices of fruit trees. 1.2. The Tenant shall not plant any trees other than dwarf fruiting trees and or fruiting bushes without the prior consent of the Council.

  • Ceilings 13.1 Lambdaboard ceilings, minimum 25mm thick with a width of 1220mm x 1800mm, skimmed with Plascon EZ Joint and EZ Skim system. 13.2 Cornices to be Nucornice polystyrene core cove cornice as per Everite or similar approved. ▇▇▇▇ Shadow line cornices will be at extra cost if required.

  • Samples The Contractor shall submit the following samples of Materials and relevant information to the Authority’s Engineer for pre-construction review: (a) manufacturer's test reports and standard samples of manufactured Materials; and (b) samples of such other Materials as the Authority’s Engineer may require.