(b) Warrants. In addition to the criteria in the MUTCD, the following applies:

1. (1) Traffic volumes. The traffic volume for channelized right-turn movements may not be included in any warrant analysis.
2. (2) Vehicle crashes. The five or more reported crashes within a 12-month period for Warrant 7 in the MUTCD (relating to Warrant 7, crash experience) may include both reportable crashes, and nonreportable crashes that are documented in the police files, that occurred within a 12-month period during the most recent 3 years of available crash data.

3. (3) Warrant 9, ADT volume warrant.

   1. (i) An ‘‘ADT volume warrant’’ is added as ‘‘Warrant 9’’ and may be used in addition to the eight warrants contained in Sections 4C.02 through 4C.09 of the MUTCD (relating to Warrants 1 through 8). This warrant must apply at a proposed intersection, an intersection revised by a highway construction project, or at the driveway of a proposed commercial or residential development where vehicle counts cannot be taken. If a traffic-control signal is installed under this warrant, a traffic count must be taken within 6 months of the opening of a development or within 2 years of the opening of a highway. If the traffic volumes do not satisfy this warrant, or one or more of the other eight warrants, consideration should be given to removing the traffic-control signal and replacing it with appropriate alternative traffic-control devices, if any are needed.

   2. (ii) This warrant is satisfied when the estimated ADT volumes on the major street and on the higher volume minor street or driveway approach to the intersection, when projected using an accepted procedure such as put forth in the Trip Generation Manual published by the Institute of Transportation Engineers, equals or exceeds the values in either Condition A or Condition B:

      Condition A—ADT Volume Warrant
      Number of Lanes for Moving Traffic on Each Approach	Estimated ADT*
      Major Street	Minor Street	Major Street (Both Approaches)	Higher-Volume Minor Street (One Direction Only)
      		100%	70%**	100%	70%**
      1	1	10,000	7,000	3,000	2,100
      2 or more	1	12,000	8,400	3,000	2,100
      2 or more	2 or more	12,000	8,400	4,000	2,800
      1	2 or more	10,000	7,000	4,000	2,800

      Condition B—ADT Volume Warrant
      Number of Lanes for Moving Traffic on Each Approach	Estimated ADT*
      Major Street	Minor Street	Major Street (Both Approaches)	Higher-Volume Minor Street (One Direction Only)
      		100%	70%**	100%	70%**
      1	1	15,000	10,500	1,500	1,050
      2 or more	1	18,000	12,600	1,500	1,050
      2 or more	2 or more	18,000	12,600	2,000	1,400
      1	2 or more	15,000	10,500	2,000	1,400

      * Based on the volume projected to be present within 6 months of the opening of the development or within 2 years of the opening of the highway.

      ** May be used if the 85th percentile speed of the major street traffic exceeds 40 miles per hour or the intersection lies within the built-up area of an isolated community having a population of less than 10,000.