Turning Movements Sample Clauses

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. 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/Xxxx Xxxx 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. Xxxx Xxxx Drive 2. Wonder Xxxxx Road 3. Xxxxxxxxxx Xxxx 4. US 101 Southbound 5. US 101 Northbound 6. US 199
Sample 1
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...
Sample 1

Related to Turning Movements

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