Fort Walton Beach Resolution — 2025-11 Approving FDOT Traffic Improvements on Beal Parkway — reading text

600) 420) 720) 504) Adjusted Minor 75 53 100 70 Street Movement 25 41 54 6153 68 76 50 76 X51 60) 42) 80) 56) AND Will a traffic signal seriously disrupt progressive traffic flow on major street? Yes ( ) No ( X ) Hours Meeting Threshold Warrant Satisfied Yes ( ) No ( X ) 80% Volumes Met ) Yes ( X ) No ( ) Page 22 of 24 SR 189 (Beal Pkwy.) at First St. Section No. 57110, Okaloosa County August 30, 2022 MUTCD Warrant 2 - Four Hour Vehicular Volume (100% Right-Turns Added) City: Engineer Technician: Phillip Kurth County: Okaloosa Date: August 30, 2022 Major Street: SR 189 (Beal Pkwy.) Lanes: 2 Critical Approach Speed: 41+ Minor Street: First St. Lanes: 1 Volume Level Criteria 1. Is the critical speed of major street traffic > 70 km/h (40 mph) ? x Yes o No 2. Is the intersection in a built-up area of isolated community of <10,000 population? o Yes x No If Question 1 or 2 above is answered "Yes", then use "70%" volume level x 70% 100% WARRANT 2 - FOUR-HOUR VEHICULAR VOLUME Applicable: x Yes No If all four points lie above the appropriate line, then the warrant is satisfied. Satisfied: x Yes o No Plot four volume combinations on the applicable figure below. OF BOTH AP ROACHES- VPH FIGURE 4C- 1: Criteria 700 600 for "100%" Volume Level 2 OR MORE LANES & 500 400 2 OR MORE LANES 2 OR 300 1400MINOR MORE LANES & 1 LANE 200 Four Volumes 100 1 LANE & Highest Major Minor Hours Street Street 0 300 400 500 600 700 800 900 1000 1100 1200 1300 11:00 AM 953 68 STREET HIGH VOLUME APPROACH - VPHMAJOR STREET - TOTAL 12:00 PM 12:00 PM Note: 115 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 966 761: 00 PM 80 vph applies as the lower threshold volume threshold for a minor street approach with one lane. 3:00 PM 1,010 614: 00 PM VPHMAJOR STREET -TOTAL OF BOTH LANE 1 LANE 1 APPROACHES - & LANE 80 60 Community Less than 10, 000 population or above 70 VPH FIGURE 4:00 PM 994 765: 00 PM 0 4C- 2: Criteria for " 70%" Volume Level 2 80 OR MORE LANES & 2 OR MORE 115 LANES 2 OR MORE 600 LANE LANES & 1 1 100 200 300 400 200 300 400 500 700 800 900 1000MINOR STREETHIGH VOLUME APPROACH - Note: 80 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 60 vph applies as the lower threshold volume threshold for a minor street approach with one lane. Source: Revised from NCHRP Report 457 Page 23 of 24 SR 189 (Beal Pkwy.) at First St. Section No. 57110, Okaloosa County August 30, 2022 MUTCD Warrant 7 - Crash Experience KurthMajor Street: SR 189 (Beal Pkwy.) No. of Approach Lanes: 2 Engineer Technician: Phillip Minor Street: First St. No. of Approach Lanes: 1 Date: 8/30/2022 City: County: Okaloosa Major Street 85% speed > 40 MPH Yes ( X ) No ( ) Isolated Community < 10,000 Population Yes ( ) No ( X ) Fulfilled MetMinimum Requirements Warrant YES NO Yes No Warrant #1 - Condition A - Minimum Vehicle Volume (80% satisified) OR X 1. One of the warrants to the right is met Warrant #1 - Condition B - Minimum Vehicle Volume (80% satisified) OR X X Warrant #4 - Pedestrian Volume 80 ped/hr for 4 hrs. or 152 ped/hr for 1 hr X 2. Adequate trial of less restrictive remedies and Measure tried: Traffic Signal Retiming on US 98 to Prevent AND enforcement has failed to reduce crash frequency. Spillback into First Street X Five or more reported crashes, of types susceptible to correction by traffic signal have occurred within a AND 12-month period: 2017/4, 2018/11, 2019/5, 2020/5, and 2021/5 X Warrant Satisfied Yes ( X ) No ( ) Page 24 of 24