CITY CAMP ALLEY – PROPOSED ONE - WAY TRAFFIC SCHEME
BACKGROUND 1. VERBAL COMPLAIN OF RESIDENCE ON 1- WAY SCHEME *PROPOSAL OF 1 – WAY SCHEME REASONS: TRAFFIC MITIGATION - PREVENTION OF VEHICLE COUNTER FLOW PREVENT ACCIDENTS PREVENT VEHICULAR CONFLICTS DUE TO NOT YIELDING OF ROAD RIGHT OF WAY
BACKGROUND INTERVIEW OF THE RESIDENTS: THE ONE-WAY SCHEME IS UNFAVORABLE TO THE RESIDENTS INAPPROPRIATE SIGNAGES MOTORIST GIVE-WAY TO VEHICLES GOING UP - RESIDENTS TO HELP EASE TRAFFIC CONGESTION/CONFLICT BY ASSISTING THE MOTORIST CONTRADICTING SIGNAGES “NO ENTRY/ NO LEFT TURN” “GIVE WAY FOR VEHICLES GOING UP”
OBSERVATIONS ROAD WIDTH AT CITY CAMP ALLEY (INTER SECTION 1) 4.70M AVERAGE WIDTH 4.70M
OBSERVATIONS ROAD WIDTH AT CITY CAMP ALLEY – ROAD INTERSECTION 2 3.50M AVERAGE WIDTH 3.50M
TRAFFIC COUNT SURVEY INTESECTION 1 *VEHICLE VOLUME NO. OF VEHICLES (PM) - INTERSECTION 1 = 14 VEHICLE/HR *ROUTING DECISION -INTERSECTION 1 = NO DEFINITE PATTERN FOR ALL DIRECTIONS
TRAFFIC COUNT SURVEY INTESECTION 2 *VEHICLE VOLUME NO. OF VEHICLES (PM) - INTERSECTION 2 = 57 VEHICLE/HR *ROUTING DECISION - INTERSECTION 2 = 75 % OF VEHICLES USE DIRECTION 2 & 3
TRAFFIC COUNT SURVEY OTHER FACTORS
TRAFFIC COUNT SURVEY CONCLUSION: INTERSECTION 1(JOSE FELIPE STREET TO CITY CAMP ALLEY) WAS USED BY VERY FEW VEHICLES WITHOUT CONSISTENT PATTERN INTERSECTION 2 (DR. CARINO ST. TO CITY CAMP ALLEY) – MAJORITY OF VEHICLES USE DIRECTION 2 & 3 RECOMMENDATIONS : ADOPT TWO-WAY TRAFFIC SCHEME BARANGAY TO IMPLEMENT A.R.O ALONG THE AREA TO MAKE THE TWO WAY TRAFFIC SCHEME FEASIBLE
Thank You 445-2058 / 445-3667 Motorpool Compound, Lower Rock Quarry, Baguio City CITY ENGINEERING OFFICE