TS 4447 Highway Geometric Design Horizontal Alignment Horizontal

TS 4447 Highway Geometric Design Horizontal Alignment

Horizontal Alignment P Minimum Radii P Horizontal Curve • Full Circle (FC) Tugas 3 • Spiral Circle Spiral (SCS) Tugas 4 • Spiral (SS) Tugas 4 P Sight Distance on Curve Tugas 5 • Stopping Sight Distance (SSD) • Passing Sight Distance (PSD) P Widening on Curve Tugas 5 P Superelevation Diagram Tugas 6 P Stationing Tugas 6

Design Classification Design Type & Class Design Speed Design Vehicles Cross Section R = V 2/127(e+f) R’ << R FC / SCS / SS Dij Ti + Tj A B R’ << R

A B Sight Distance on Curve Widening on Curve Superelevation Diagram Stationing

Rmin = V 2 / 127 ( e + f ) R minimum radii (m) V design speed (kph) e superelevation (%) f side friction

Superelevation

Tiga Macam Lengkung Horisontal PI 1. Full Circle (FC) CT PI TC CS 2. Spiral-Circle-Spiral (SCS) SC TS PI SS 3. Spiral-Spiral (SS) TS ST ST

Geometric Design … normally seeks to ensure uniformity of alignment and maximum levels of safety and comfort for drivers using the road, within given economic constraints. Compromise are inevitable to achieve an acceptable solution and not all objectives can be fully met. Often, however, it is possible to improve road safety implications of design features are considered at the design stage.

TC CT

Potongan Melintang Rencana Tipe Jalan : Kolektor Sekunder Kecepatan Rencana : 40 Kph Kendaraan Rencana : Single Unit (SU)

Minimum Radii Not Required Transition Section [RSNI T-14 -2004 p. 31]. Vr (kph) Rmin (m) 100 5. 000 60 1. 500 90 3. 000 50 1. 200 80 2. 500 40 800 70 2. 000 30 500

Azimuth, Intersection Angle, distance between PI

Panjang Bagian Lengkung Minimum [RSNI p. 27 table. 11] VR (kph) L (m) 100 170 90 155 80 135 70 120 60 105 50 85 40 70 30 55

RFC Minimum Sesuai Syarat [RSNI p. 27 table. 11]

Check dij Ti + Tj

Azimuth, Intersection Angle, distance between PI

Latihan • Pilih 2 -3 PI yang bersebelahan, • Coba desain tikungan pada PI tersebut dengan jenis FC.

Tugas 3 1. 2. 3. 4. 5. 6. 7. 8. Azimuth, D, distance between PI Minimum radius Curve type FC Stopping Sight Distance Widening on curve Stationing Superelevation diagram Dikumpulkan via Email, Minggu 23 Ags Auto. CAD drawing 09 (pk. 12: 00) dan CDRW, Senin 24 Ags 09 (pk. 12: 00) di TU

Tiga Macam Lengkung Horisontal PI 1. Full Circle (FC) CT PI TC CS 2. Spiral-Circle-Spiral (SCS) SC TS PI SS 3. Spiral-Spiral (SS) TS ST ST

FC SCS

TFC < TSCS

FC vs SCS

FC vs SCS

CLOTHOID (Spiral) CURVE

TRANSITION (Spiral) CURVE To provide a natural, easy-to-follow path for drivers, where centrifugal force increase/decrease gradually. To provide a convenient desirable arrangement for superelevation run-off. To provide a flexible change in lane-width. To enhanced the appearance of the highway, to avoid the noticeable breaks at the beginning and ending of circular curves

Tangent Runout is the general term denoting the length of highway needed to accomplish the change in cross slope from a normal section to a section with the adverse cross slope removed, or viceversa. 0% 2% 2%

Superelevation Runoff, Runoff is the general term denoting length of highway needed to accomplish the change in cross slope from a section with adverse crown removed to a fully superelevation section, or vice-versa. 2% 0% 2% 2%

TR menambah jarak antar TS !!! Tangent Runout Superelevation Runoff

Check dij Ti (+TR) + Tj (+ TR)

Minimum Length of Transition Sections • Minimum Maneuver Time for Traveling on Transition Curve [RSNI T-14 -2004 p. 30]. LS = (Vr/3, 6) x t Vr design speed (km/h) t running time (2 sec)

Minimum Length of Transition Sections • Minimum Length of Superelevation Runoff [RSNI T-14 -2004 p. 30]. LS = W 1/D (ed + e. NC) LS = W 1/D ed AASHTO D relative slopes ratio (m/m) W road width (m) e. NC normal cross fall (%) ed design superelevation (%)

TR menambah jarak antar TS !!! Tangent Runout Superelevation Runoff

2% 2% Full-Circle, Normal Cross-Fall 2% 2% Spiral-Circle-Spiral or Spiral-Spiral Reverse Cross-Fall or Superelevation

FC min

Spiral-Circle-Spiral (SCS)

Check dij Ti (+TR) + Tj (+ TR)

SCS vs SS

SCS vs SS

Tiga Macam Lengkung Horisontal PI 1. Full Circle (FC) CT PI TC CS 2. Spiral-Circle-Spiral (SCS) SC TS PI SS 3. Spiral-Spiral (SS) TS ST ST

Spiral-Spiral (SS)

Ls max

Ls min

Ls SS

Check dij Ti (+TR) + Tj (+ TR)

Latihan • Pilih 1 -2 PI yang tidak memenuhi syarat desain FC, • Coba desain tikungan pada PI tersebut dengan jenis SCS atau SS.

Tugas 4 1. 2. 3. 4. 5. 6. 7. 8. Azimuth, D, distance between PI Minimum radius Curve type SCS & SS Stopping Sight Distance Widening on curve Stationing Dikumpulkan via Superelevation diagram Email, Minggu 30 Ags 09 (pk. 12: 00) dan Auto. CAD drawing CDRW, Senin 31 Ags 09 (pk. 12: 00) di TU Sipil

BRAKING DISTANCE

S = 15. 9 d x f ±e x B% 100% Braking – Four Wheel Lock-up Skid or full ABS – Where f = 0. 75 and S = 80 km/hr Front Brakes Only – 70% d = 48 meters Rear Brakes Only – 30% d = 112 meters One Front Brake – 35% d = 96 meters One Back Brake – 15% d = 225 meters !!!

STOPPING SIGHT DISTANCE [RSNI T-14 -2004 p. 22]

Potongan Melintang Rencana Tipe Jalan : Kolektor Sekunder Kecepatan Rencana : 40 Kph Kendaraan Rencana : Single Unit (SU)

Minimum Stopping Sight Distance [Table 10 p. 23 RSNI 2004] Design Speed (kph) SSD (m) 100 185 60 85 90 160 50 65 80 130 40 50 70 105 30 35

PASSING SIGHT DISTANCE

Sight Distance on Horizontal Curve

Sight Distance on Horizontal Curve

Sight Distance on Horizontal Curve [RSNI T-14 -2004 p. 23]

Potongan Melintang Rencana A B Tipe Jalan : Kolektor Sekunder Kecepatan Rencana : 40 Kph Kendaraan Rencana : Single Unit (SU)

Sight Distance on Horizontal Curve

Sight Distance on Horizontal Curve

Widening on Curve

Widening on Curve A traffic lane on a curve must be widened because: • The rear wheels do not track the front wheels • Vehicle’s front overhang requires an additional lateral space • Difficulty of driving on curves justifies wider lateral clearance

Widening on Curve

Widening on Curve Wn width of traveled way on tangent, m. U track width of vehicle (out-to-out tires), m. C lateral clearance per vehicle assumed 0, 6/0, 75/0, 9 for Wn of 6, 0/6, 6/7, 2 respectively FA with of overhang, m. Z extra width allowance for difficulty of driving on curves, m. u track width on tangent (out-to-out) 2, 6 m. R radius of centerline of 2 -lane highway, m. L wheelbase, m. A front overhang, m. V design speed of highway, km/h.

Widening on Curve

Potongan Melintang Rencana Tipe Jalan : Kolektor Sekunder Kecepatan Rencana : 40 Kph Kendaraan Rencana : Single Unit (SU)

Latihan • Pilih 2 -3 PI, • Periksa syarat Stopping Sight Distance dan kebutuhan Widening on Curve.

Tugas 5 1. 2. 3. 4. 5. 6. 7. 8. Azimuth, D, distance between PI Minimum radius Curve type Stopping Sight Distance Widening on curve Stationing Superelevation diagram Dikumpulkan via Auto. CAD drawing Email, Minggu 6 Sep 09 (pk. 12: 00) dan CDRW, Senin 7 Sep 09 (pk.

Superelevation

Superelevation

Superelevation

Superelevation Diagram SCS - Right Turn TS SC CS ST emax cl en emax Ls Lc Ls

Latihan • Pilih 2 -3 PI dengan jenis tikungan SCS/SS belok Kanan/Kiri • Gambarlah (skets) Diagram Superelevasi pada PI tersebut.

Stationing

Stationing [cont’d]

Tugas 6 1. 2. 3. 4. 5. 6. 7. 8. Dikumpulkan via Email, PI Minggu 13 Sep between 09 (pk. 12: 00) dan CDRW, Senin 14 Sep 09 (pk. 12: 00) di TU Sipil Azimuth, D, distance Minimum radius Curve type Stopping Sight Distance Widening on curve Stationing Superelevation diagram Auto. CAD drawing