The Master Plan for Lima and Callao Metropolitan Area Urban Transportation in the Republic of Peru (Phase 1) Final Report

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Angela Christina Spencer
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1 The Master Plan for Lima and Callao Metropolitan Area Urban Transportation in the Republic of Peru (2) Traffic at Screen Line The total number of vehicle trips passing Rimac river and Av. Panamericana Sur are 632 thousand and 144 thousand, respectively, at both directions per day. 312 (1,777) 320 (1,737) 71 (380) Vehicle (person) Unit: 1,000 / day 73 (461) Figure Traffic Volume Crossing Screen Lines Figure through Figure show the traffic volume counted at each station on the screen lines. On the screen line on Rimac river, the traffic volume at Del Ejercito bridge is highest at 114 thousand vehicles (559 thousand passenger trips), followed by Faucett bridge at 75 thousand (400 thousand passenger trips) and Huascar bridge on the Av. Panamericana Sur, at 75 thousand (392 thousand passenger trips). In the case of Av. Panamericana Sur, the highest volume (62 thousand vehicles/day or 428 thousand passenger trips) is observed at Atocongo bridge where Traffic observed at each survey station can be summarized in Table In general, all station has a very low value in terms of peak ratio, except a few stations. This means that there is no concentration of traffic and congestion observe all day. The ratio of public transport traffic ranges 20% to 40%, except three stations where the public transport is prohibited to operate. Hourly fluctuation of traffic counted both two-screen lines is illustrated in Figure through Figure

2 75, ,974 74,976 Pte. Nuevo Pte. Faucett Pte. del Ejercito Pte. Huascar Pte. Santa Rosa Pte. Ricardo Palma Traffic Volume (x 1000 vehs) 100 Figure Traffic Volume on Rimac River Screen Line (Vehicle/day) 559, , , ,257 Pte. Nuevo Pte. Faucett Pte. del Ejercito Pte. Huascar Pte. Santa Rosa Pte. Ricardo Palma Passesnger volume (total, x 1000pers) 200 Person Figure Traffic Volume on Rimac River Screen Line (Passenger/day) 4-9

3 SS-6 61,915 SS-7 30,157 SS-4 39,879 Traffic Volume (per day) 10,000 VEH SS-2 5,427 SS-1 5,568 Figure Traffic Volume on South Pan-American Screen Line (Vehicle/day) SS-6 427,634 SS-7 175,748 SS-4 211,377 Passenger Volume (per day) 100,000 PER SS-2 8,190 SS-1 17,365 Figure Traffic Volume on South Pan-American Screen Line (Passenger/day) 4-10

4 Table Summary of Traffic at Screen Line Stations No. of Trips Counted Public Screen Line No. Station Name Peak Ratio Transport Truck Ratio Vehicles Passengers Ratio (000) (000) (%) (%) (%) SL-01 Puente Gambetta SL-02 Puente Faucett SL-03 Puente Union SL-04 Puente Duenas SL-05 Puente del Ejercito SL-06 Puente Santa Rosa Rimac River SL-07 Puente Trujillo SL-08 Puente Ricardo Palma SL-09 Puente Balta SL-10 Puente Huanuco SL-11 Puente Huascar SL-12 Puente Miguel Grau SL-13 Puente Huachipa SS-01 AV. Pachacutec South SS-02 AV. Sol Pan-American SS-04 AV. Vargas Machuca Highway SS-06 AV. Pachacutec SS-07 AV. ROSA LOZANO

5 Hourly Traffic Volume on Screenline Rimac River 30,000 25,000 20,000 15,000 10,000 5,000 25, :00-07:00 07:00-08:00 08:00-09:00 09:00-10:00 10:00-11:00 11:00-12:00 12:00-13:00 13:00-14:00 14:00-15:00 15:00-16:00 16:00-17:00 17:00-18:00 18:00-19:00 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 Traffic Volume(veh/hr) N-S S-N Hour Figure Hourly Traffic Volume on Rimac River Screen Line (Vehicle/day) Hourly Passenger Volume on Screenline Rimac River Traffic Volume(veh/hr) 200, , , , , ,000 80,000 60,000 40,000 20, ,486 N-S S-N 0 06:00-07:00 07:00-08:00 08:00-09:00 09:00-10:00 10:00-11:00 11:00-12:00 12:00-13:00 13:00-14:00 14:00-15:00 15:00-16:00 16:00-17:00 17:00-18:00 18:00-19:00 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 Hour Figure Hourly Traffic Volume on Rimac River Screen Line (Passenger/day) 4-12

6 Hourly Traffic Volume on Screenline P.A.S. Traffic Volume(veh/hr) 6,000 5,000 4,000 3,000 2,000 1,000 4,887 W-E E-W 0 Figure Hourly Traffic Volume on South Pan-American Screen Line (Vehicle/day) Hourly Passenger Volume on Screenline P.A.S. 40,000 35,000 30,000 36,363 W-E E-W 25,000 20,000 15,000 10,000 5, :00-07:00 07:00-08:00 08:00-09:00 09:00-10:00 10:00-11:00 11:00-12:00 12:00-13:00 13:00-14:00 14:00-15:00 15:00-16:00 16:00-17:00 17:00-18:00 18:00-19:00 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 06:00-07:00 07:00-08:00 08:00-09:00 09:00-10:00 10:00-11:00 11:00-12:00 12:00-13:00 13:00-14:00 14:00-15:00 15:00-16:00 16:00-17:00 17:00-18:00 18:00-19:00 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 Hour Passengers/hr Hour Figure Hourly Traffic Volume on South Pan-American Screen Line (Passenger/day) 4-13

7 Modal Share of Screenline-P.A.S by Vehicle (Total) Modal Share of Screenline-P.A.S by passenger (Total) Microbus 10.9% Bus Truck 4.6% 5.7% M/C 3.7% Car 24.2% Bus 22.6% Truck 1.0% M/C 0.5% Car 7.5% Taxi 5.5% Combi 18.0% Taxi 32.9% Microbus 33.2% Combi 29.7% Microbus 8.2% Modal Share of Screenline-Rimac River by Vehicle (Total) Bus 4.4% Truck 6.6% M/C 1.9% Car 28.6% Modal Share of Screenline-Rimac River by passenger (Total) Truck 1.2% Bus 24.2% M/C 0.3% Car 10.3% Taxi 7.3% Combi 13.9% Taxi 36.4% Microbus 29.9% Combi 26.7% Figure Modal Share on the Screen line (3) Traffic at Principal Road Sections Figure through Figure show traffic volume counted in periods from 6:00 to 10:00. The following can be obvious: a) In time period from 6:00 7:00 and 7:00 8:00, there is traffic generated in the north part of the Study area, which is going to the central area. b) In time period from 8:00 9:00, there is a generation in the central and south area, and the congestion in the central area starts. c) The congestion in the north area and south area are relieved and the congestion in the central area still remains. 4-14

8 Traffic Volume (6:00-7:00) 1,500-2,500 1,000-1, , Figure Traffic Volume Counted in Periods from 6:00 to 7:00 Traffic Volume (7:00-8:00) 2,500-9,999 1,500-2,500 1,000-1, , Figure Traffic Volume Counted in Periods from 7:00 to 8:

9 Traffic Volume (8:00-9:00) 2,500-9,999 (15) 1,500-2,500 (44) 1,000-1,500 (29) 500-1,000 (30) (7) Figure Traffic Volume Counted in Periods from 8:00 to 9:00 Traffic Volume (9:00-10:00) 2,500-9,999 1,500-2,500 1,000-1, , Figure Traffic Volume Counted in Periods from 9:00 to 10:

Endless investment opportunities in public infrastructure and services Carlos Herrera Investors Servicing Director

Endless investment opportunities in public infrastructure and services 2014-2015 Carlos Herrera Investors Servicing Director PROINVERSION The State agency for the private investment promotion. Promotes