Far Hills Avenue Traffic Warrant Analysis

This six-leg intersection is analyzed assuming 2 lanes on the major street approach and 1 through lane on the minor street approaches, resulting in the following:

Warrant #1. Only four hours of traffic data were collected at this intersection since it was expected to meet Warrants #2 and #3 at a minimum. Warrant #1 is n/a.

Warrant #2. Plotting the four highest volume-pairs as described in the methodology section on top of OMUTCD Figure 4C-1 (Figure 7A) resulted in all four volume pairs exceeding warrant #2 threshold. Warrant #2 is satisfied.

FIGURE 7A: OAKWOOD AVENUE/THRUSTON BOULEVARD WARRANT #2

Figure 4C-1 Warrant 2, Four-Hour Vehicular Volume plot for Oakwood Avenue/Thruston Boulevard

Warrant #3. Plotting the highest volume-pair as described in the methodology section on top of OMUTCD Figure 4C-3 (Figure 7B) resulted in the volume pair exceeding warrant #3 threshold. Warrant #3 is satisfied.

FIGURE 7B: OAKWOOD AVENUE/THRUSTON BOULEVARD WARRANT #3

Figure 4C-3 Warrant 3 Peak Hour plot for Oakwood Avenue/Thruston Boulevard