The Master Plan for Lima and Callao Metropolitan Area...
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The Master Plan for Lima and Callao Metropolitan Area Urban Transportation in the Republic of Peru (Phase 1) Final Report 4-8 (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. Figure 4.2-2 Traffic Volume Crossing Screen Lines Figure 4.2-2 through Figure 4.2-6 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 4.2-2. 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 4.2-7 through Figure 4.2-11. 320 (1,737) 312 (1,777) 71 (380) 73 (461) Vehicle (person) Unit: 1,000 / day
Transcript of The Master Plan for Lima and Callao Metropolitan Area...
The Master Plan for Lima and Callao Metropolitan Area Urban Transportation in the Republic of Peru (Phase 1)
Final Report
4-8
(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.
Figure 4.2-2 Traffic Volume Crossing Screen Lines
Figure 4.2-2 through Figure 4.2-6 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 4.2-2. 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 4.2-7 through Figure 4.2-11.
320 (1,737)312 (1,777)
71 (380)
73 (461)
Vehicle (person) Unit: 1,000 / day
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Final Report
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Figure 4.2-3 Traffic Volume on Rimac River Screen Line (Vehicle/day)
Figure 4.2-4 Traffic Volume on Rimac River Screen Line (Passenger/day)
Pte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa Rosa
Pte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del Ejercito
Pte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. Nuevo
Pte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. Faucett
400,160
559,125
400,257
392,004
Passesnger volume (total, x 1000pers)200
Person
Pte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Ricardo PalmaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa RosaPte. Santa Rosa
Pte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. HuascarPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del EjercitoPte. del Ejercito
Pte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. NuevoPte. Nuevo
Pte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. FaucettPte. Faucett
75,110
113,974 74,976
Traffic Volume (x 1000 vehs)100
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Final Report
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Figure 4.2-5 Traffic Volume on South Pan-American Screen Line (Vehicle/day)
Figure 4.2-6 Traffic Volume on South Pan-American Screen Line (Passenger/day)
SS-1SS-1SS-1SS-1SS-1SS-1SS-1SS-1SS-117,36517,36517,36517,36517,36517,36517,36517,36517,365
SS-2SS-2SS-2SS-2SS-2SS-2SS-2SS-2SS-28,1908,1908,1908,1908,1908,1908,1908,1908,190
SS-4SS-4SS-4SS-4SS-4SS-4SS-4SS-4SS-4211,377211,377211,377211,377211,377211,377211,377211,377211,377
SS-6SS-6SS-6SS-6SS-6SS-6SS-6SS-6SS-6427,634427,634427,634427,634427,634427,634427,634427,634427,634
SS-7SS-7SS-7SS-7SS-7SS-7SS-7SS-7SS-7175,748175,748175,748175,748175,748175,748175,748175,748175,748
Passenger Volume (per day)100,000
PER
SS-6SS-6SS-6SS-6SS-6SS-6SS-6SS-6SS-661,91561,91561,91561,91561,91561,91561,91561,91561,915
SS-7SS-7SS-7SS-7SS-7SS-7SS-7SS-7SS-730,15730,15730,15730,15730,15730,15730,15730,15730,157
SS-1SS-1SS-1SS-1SS-1SS-1SS-1SS-1SS-15,5685,5685,5685,5685,5685,5685,5685,5685,568
SS-2SS-2SS-2SS-2SS-2SS-2SS-2SS-2SS-25,4275,4275,4275,4275,4275,4275,4275,4275,427
SS-4SS-4SS-4SS-4SS-4SS-4SS-4SS-4SS-439,87939,87939,87939,87939,87939,87939,87939,87939,879
Traffic Volume (per day)10,000
VEH
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Table 4.2-2 Summary of Traffic at Screen Line Stations
No. of Trips Counted
Vehicles PassengersPeak Ratio
Public Transport
Ratio Truck Ratio
Screen Line No. Station Name
(000) (000) (%) (%) (%) SL-01 Puente Gambetta 25 99 9.3 23.7 22.1 SL-02 Puente Faucett 75 400 7.1 32.1 2.0 SL-03 Puente Union 55 283 6.6 23.7 5.7 SL-04 Puente Duenas 36 161 7.4 24.0 4.0 SL-05 Puente del Ejercito 114 559 6.5 20.7 6.2 SL-06 Puente Santa Rosa 51 389 7.7 29.8 0.4 SL-07 Puente Trujillo 15 17 9.3 0.0 0.1 SL-08 Puente Ricardo Palma 53 400 7.2 24.3 0.6 SL-09 Puente Balta 3 4 9.1 1.4 2.6 SL-10 Puente Huanuco 54 268 7.2 28.9 6.7 SL-11 Puente Huascar 75 392 7.5 35.3 14.2 SL-12 Puente Miguel Grau 54 282 6.1 29.0 7.8
Rimac River
SL-13 Puente Huachipa 20 104 7.2 28.1 18.6 SS-01 AV. Pachacutec 6 17 7.1 18.7 22.4 SS-02 AV. Sol 5 8 9.5 0.7 12.6 SS-04 AV. Vargas Machuca 40 211 7.2 35.4 6.4 SS-06 AV. Pachacutec 62 428 6.5 38.4 2.6
South Pan-American Highway
SS-07 AV. ROSA LOZANO 30 176 7.2 29.5 6.8
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Figure 4.2-7 Hourly Traffic Volume on Rimac River Screen Line (Vehicle/day)
Figure 4.2-8 Hourly Traffic Volume on Rimac River Screen Line (Passenger/day)
Hourly Traffic Volume on Screenline Rimac River
25,217
0
5,000
10,000
15,000
20,000
25,000
30,000
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Hourly Passenger Volume on Screenline Rimac River
189,486
0
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40,000
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Traf
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h/hr
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N-S
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Final Report
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Figure 4.2-9 Hourly Traffic Volume on South Pan-American Screen Line (Vehicle/day)
Figure 4.2-10 Hourly Traffic Volume on South Pan-American Screen Line (Passenger/day)
Hourly Passenger Volume on Screenline P.A.S.
36,363
0
5,000
10,000
15,000
20,000
25,000
30,000
35,000
40,000
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7:00
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4,887
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1,000
2,000
3,000
4,000
5,000
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e(ve
h/hr
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Final Report
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Figure 4.2-11 Modal Share on the Screen line
(3) Traffic at Principal Road Sections Figure 4.2-12 through Figure 4.2-15 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.
Modal Share of Screenline-Rimac Riverby Vehicle (Total)
M/C1.9% Car
28.6%
Taxi36.4%
Combi13.9%
Microbus8.2%
Bus4.4% Truck
6.6%
Modal Share of Screenline-Rimac River by passenger (Total)
M/C0.3%
Car10.3% Taxi
7.3%
Combi26.7%Microbus
29.9%
Bus24.2%
Truck1.2%
Modal Share of Screenline-P.A.Sby Vehicle (Total)
M/C3.7% Car
24.2%
Taxi32.9%
Combi18.0%
Microbus10.9%
Bus4.6%
Truck5.7%
Modal Share of Screenline-P.A.Sby passenger (Total)
M/C0.5%
Car7.5%
Taxi5.5%
Combi29.7%
Microbus33.2%
Bus22.6%
Truck1.0%
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Final Report
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Figure 4.2-12 Traffic Volume Counted in Periods from 6:00 to 7:00
Figure 4.2-13Traffic Volume Counted in Periods from 7:00 to 8:00
Traffic Volume(7:00 - 8:00)
2,500 - 9,9991,500 - 2,5001,000 - 1,500
500 - 1,0000 - 500
Traffic Volume(6:00 - 7:00)
1,500 - 2,5001,000 - 1,500
500 - 1,0000 - 500
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Final Report
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Figure 4.2-14 Traffic Volume Counted in Periods from 8:00 to 9:00
Figure 4.2-15 Traffic Volume Counted in Periods from 9:00 to 10:00
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)0 - 500 (7)
Traffic Volume(9:00 - 10:00)
2,500 - 9,9991,500 - 2,5001,000 - 1,500
500 - 1,0000 - 500
