ANALISA KINERJA JALAN LUAR KOTA PADA RUAS JALAN SOEKARNO-HATTA KM. 65+000 - KM. 85+000

Abstract

Andi Rifkie Irawan , NPM : 10.11.1001.7311. 223 , Street Performance Analysis On The Road Soekarno - Hatta Segment KM . 65 + 000 TO KM . 85 + 000 , Supervisor I : Ir. H. Benny Mochtar EA, MT. And Supervisor II : Rossa Agustaniah, ST.,MT.

It is the capital city of Samarinda in East Kalimantan has a mining license The Very strategic That connects several districts / cities in the area are the initials , so that the growth of the city of Samarinda High Enough EVERY year. BETWEEN initial situation causes an imbalance in the Period Vehicle WITH capacity Yang Number : Available , so the issue of Traffic and Traffic Accidents And Vehicles queue length. As Happens at Soekarno Hatta Street Segment - KM . 65

+ 000 TO KM. 85 + 000 in the area are the initials Many vehicles passing by . FOR THAT THERE Must Re- evaluation of the boarding costs went down the road. Composition Composition Of Husband research is to analyze the boarding costs pada road street sunset Soekarno - Hatta KM 65 + 000 Up to KM 85 + 000 Composition Composition Of Research husband is as follows :

1. Analyze the Initial Conditions

Analyze the condition changes during peak hours Passes Traffic And the average - average boarding costs went down the road at rush hour

From the analysis of Jalan Soekarno - Hatta KM 65 + 000 - KM 85 + 000 To conclude ;

a. Vehicle flow ( Q )

- Segment I: 494 veh / h

- Segment II : 507 veh / h b . Capacity ( C )

- Segment I: 473 smp / hour

- Segment II : 495 smp / hour

c . The degree of saturation ( DS )

- Segment I: 0.18

- Segment II : 0.19 d . barriers side

- Segment I: 64 Indicators of Genesis ( L ) Low

- Segment II : 49 Indicators of Genesis ( L ) Low e . SPEED And Travel Time

- Segment I: 65 km / h and takes 5.5 seconds

- Segment II : 64 km / h and takes 5.6 seconds

2. Based Indicators index Service Level ( Level of Service ) / LOS Roads Soekarno Hatta

( Samarinda - Balikpapan ) Kilometer 65 s/d 85 Kilometers is :

The ratio obtained L.o.S = V / C

- Segment I: 473 / 2648.1 = 0.18 < 0.85 = B

- Segment II : 495 / 2648.1 = 0.19 < 0.85 = B

Indicators derived from the index calculation Service Level B OR < 0.85 it can be concluded that free prepaid Flow , Low Volume , High SPEED , and Drivers MAY require speed , expandabilas SPEED What is desired .