Tabel B.1 Panjang lengkung peralihan minimum dan superelevasi

(e maksimum = 10% metode Bina Marga)

DRV = 50 km/jamV = 60 km/jamV = 70 km/jamV = 80 km/jamV = 90 km/jam

(o)(m)eLseLseLseLseLs

0,2505730LN0LN0LN0LN0LN0

0,5002865LN0LN0LP60LP70LP75

0,7501910LN0LP50LP600,02700,02575

1,0001432LP45LP500,021600,027700,03375

1,2501146LP45LP500,025600,033700,0475

1,500955LP450,023500,03600,038700,04775

1,750819LP450,026500,035600,044700,05475

2,000716LP450,029500,039600,049700,0675

2,5005730,026450,036500,047600,059700,07275

3,0004770,03450,042500,055600,068700,08175

3,5004090,035450,048500,062600,076700,08975

4,0003580,039450,054500,068600,082700,09575

4,5003180,043450,059500,074600,088700,09975

5,0002860,048450,064500,079600,093700,175

6,0002390,055450,073500,088600,09870Dmaks = 5,12

7,0002050,062450,08500,09460Dmaks = 6,82

8,0001790,068450,086500,09860

9,0001590,074450,091500,09960

10,0001430,079450,09560Dmaks = 9,12

11,0001300,083450,09860

12,0001190,087450,160

13,0001100,09150Dmaks=12,79

14,0001020,09350

15,000950,09650

16,000900,09750

17,000840,09960

18,000800,09960

19,00075Dmaks=18,85

Sumber : Dasar-dasar Perencanaan Geometrik Jalan Raya (SilviaSukirman)