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2025-10-16T12:43:36Z

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Created page with "1000px 900px 500px =={{SpanID|902.3.3}}902.3.3 Warrant 2, Four-Hour Vehicular Volume (MUTCD Section 4C.03)== '''Support. '''The Four-Hour Vehicular Volume signal warrant conditions are intended to be applied where the volume of intersecting traffic is the principal reason to consider installing a traffic control signal. This warrant is based on existing traffic and is not normally used during project developm..."

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=={{SpanID|902.3.3}}902.3.3 Warrant 2, Four-Hour Vehicular Volume (MUTCD Section 4C.03)==

'''Support. '''The Four-Hour Vehicular Volume signal warrant conditions are intended to be applied where the volume of intersecting traffic is the principal reason to consider installing a traffic control signal. This warrant is based on existing traffic and is not normally used during project development.

'''Guidance. '''The need for a traffic control signal should be considered if an engineering study finds that, for each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the more critical minor-street approach (one direction only) all fall above the applicable curve in [[#fig902.3.3.1|Figure 902.3.3.1]] for the existing combination of approach lanes.

'''Support. '''On the minor street, the more critical volume is not required to be on the same approach during each of these 4 hours. The more critical minor-street volume is the one that meets the warranting criteria for that approach, and in the case of a one-lane minor-street approach that is opposite from a multi-lane minor-street approach might not have the higher volume.

'''Option. '''If the posted or statutory speed limit or the 85th-percentile speed on the major street exceeds 40 mph, or if the intersection lies within the built-up area of an isolated community having a population of less than 10,000, [[#fig902.3.3.2|Figure 902.3.3.2]] may be used in place of [[#fig902.3.3.1|Figure 902.3.3.1]].

{{SpanID|fig902.3.3.1}}
[[File:4c1x.png|thumbnail|center|frame|alt=A line graph displays three curves—one for each existing combination of approach lanes: one lane and one lane, two or more lanes and one lane (which can be a combination of two or more major-street lanes and one minor-street, or one major-street lane and two or more minor-street lanes), and two or more lanes and two or more lanes. These three curves represent numerical values between the approximate vehicles per hour (VPH) on the “major street – total of both approaches” on the “x” axis and corresponding VPH on the “minor street more critical approach” on the “y” axis for each combination of approach lanes.|1000px|'''Figure 902.3.3.1''' Warrant 2, Four-Hour Vehicular Volume]]

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[[File:4c2.jpg|thumbnail|center|frame|alt=A line graph displays three curves—one for each existing combination of approach lanes: one lane and one lane, two or more lanes and one lane (which can be a combination of two or more major-street lanes and one minor-street, or one major-street lane and two or more minor-street lanes), and two or more lanes and two or more lanes. These three curves represent numerical values between the approximate vehicles per hour (VPH) on the “major street – total of both approaches” on the “x” axis and corresponding VPH on the “minor street more critical approach” on the “y” axis for each combination of approach lanes. The numerical values depict conditions where the intersection lies within a “community less than 10,000 population” or posted speed limit or 85th-percentile speed “above 40 MPH on major street” is exceeded.|1000px|'''Figure 902.3.3.2''' Warrant 2, Four-Hour Vehicular Volume (70% Factor)]]

User talk:Hoskir - Revision history

Hoskir: Replaced content with "1000px '''File:4c1x.png PNG file with width set''' 500px '''File:4c1x copy.jpg width set''' File:4c1x copy.jpg '''File:4c1x copy.jpg no width set''' 500px '''File:4c1x.jpg width set''' File:4c1x.jpg '''File:4c1x.jpg no width set'''"