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1. MULTILANE HIGHWAYS WORKSHEET(Direction 1)
General Information Site Information
Analyst
DANIELA RODRIGU- CARLOS
FIGUER
Agency or Company
Date Performed 26/05/2015
Analysis Time Period
Highway/Direction to Travel
From/To
Jurisdiction
Analysis Year
Project Description TALLER 3. DISEÑO MULTICARRIL
Oper.(LOS) Des. (N) Plan. (vp)
Flow Inputs
Volume, V (veh/h) 1000 Peak-Hour Factor, PHF 0.85
AADT(veh/h) %Trucks and Buses, PT 24
Peak-Hour Prop of AADT (veh/d) %RVs, PR 0
Peak-Hour Direction Prop, D General Terrain: Grade
DDHV (veh/h) Grade Length (km) 1.60
Driver Type Adjustment 1.00 Up/Down % 6.00
Number of Lanes
Calculate Flow Adjustments
fp 1.00 ER 6.0
ET 3.0 fHV 0.676
Speed Inputs Calc Speed Adj and FFS
Lane Width, LW (m) 3.6
Total Lateral Clearence, LC (m) 3.6
Access Points, A (A/km) 2
Median Type, M Undivided
FFS (measured)
Base Free-Flow Speed, BFFS 98.9
fLW (km/h) 0.0
fLC (km/h) 0.0
fA (km/h) 1.3
fM
(km/h) 2.6
FFS (km/h) 95.0
Operations Design
Operational (LOS)
Flow Rate, vp (pc/h/ln)
Speed, S (km/h)
D (pc/km/ln)
LOS
Design (N)
Required Number of Lanes, N 1.7
Flow Rate, vp (pc/h) 1741
Max Service Flow Rate (pc/h/ln) 1044
Design LOS B
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