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- 56DAFTAR PUSTAKAAKCELIK. R (1981), Traffic Signal : Capacity and Timing Analysis, Australia Road ResearchBoard, Research Report ARR No. 123AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATIONOFFICIALS (AASHTO) (2001), A Policy on Geometric Design of Highway and Streets,AASHTO, Washington, DCFEDERAL HIGHWAY ADMINISTRATION (FHWA) (1985). Manual on Uniform TrafficControl Device for Streets and Highway, U.S. Department of Transportation, Washington, DCHOBBS.F.D (1985). Perencanaan dan Teknik Lalu-lintas, Gajah Mada University PressJOTIN KHISTY C., KENT LALL B. (2005). Dasar-dasar Rekayasa Transportasi, PenerbitErlanggaLILIANI SOEDIRDJO TITI (2002). Rekayasa Lalu Lintas, Penerbit ITBMANUAL KAPASITAS JALAN INDONESIA (MKJI) (1997), Departemen Pekerjaan UmumDirektorat Bina MargaLAMPIRAN
- 57Lampiran 1 Hasil SIDRA Eksisting Senin Jam Puncak Pagi A R R B - S I D R A 4.13 ------------------------------------------------- Sistem dan Teknik Jalan Raya STJR Registered User No. 385 Time and Date of Analysis 9:27 PM, 22 Jun 2007 Simpang Tujuh * SENIN_11 Senin Eksisting Jam Puncak Pagi Intersection No.: A Unsignalised Intersection RUN INFORMATION ------------------------------------------------------------------------------ * Basic Parameters: Intersection Type: Unsignalised - Give Way Driving on the left-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 1 Peak flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes (Total Flow Period) Delay definition: Overall delay, Geometric delay included Queue definition: Back of queue, 95th_Percentile ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 9:27 PM, 22 Jun 2007 Simpang Tujuh * SENIN_11 Senin Eksisting Jam Puncak Pagi Intersection No.: A Unsignalised Intersection Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ South: Jl. Koramil Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 1, 57 16 13 86 - - - 60 405 .212 100 * * 2 *** * ------------------------------------------------------------------------------
- 58SouthEast: Jl. Lamteh Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 21, 610 104 61 775 - - - 60 691 1.121 100 * * 22 *** * ------------------------------------------------------------------------------ East: Jl. Lamgapang Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 4, 21 99 18 138 - - - 60 367 .376 100 * * 5 *** * ------------------------------------------------------------------------------ NorthEast: Jl. Lamreung Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 24, 61 168 5 234 - - - 60 262 .893 100 * * 25 *** * ------------------------------------------------------------------------------ North: Jl. Mesjid Tuha Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 8 24 2 34 - - - 34 124 .275 100 * * 8 *** * ------------------------------------------------------------------------------
- 59West: Jl. Kebun Raja Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 10, 4 111 146 261 - - - 60 485 .538 100 * * 11 *** * ------------------------------------------------------------------------------ SouthWest: Jl. T. Iskandar Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 30, 123 174 446 743 - - - 60 464 1.600 100 * * 31 *** * ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 9:27 PM, 22 Jun 2007 Simpang Tujuh * SENIN_11 Senin Eksisting Jam Puncak Pagi Intersection No.: A Unsignalised Intersection Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM STYLE) --------------------------------------------------------- Mov Mov Total Total Deg. Prog./ Aver. LOS No. Typ Flow Cap. of Contrl Delay (veh (veh Satn Factor /h) /h) (v/c) (sec) --------------------------------------------------------- South: Jl. Koramil 1 L 57 269 .212 1.00 14.6 B 2 TR 29 137 .212 1.00 14.6 B ------------------------------------------ 86 406 .212 14.6 B --------------------------------------------------------- SouthEast: Jl. Lamteh 21 L 610 544 1.121 1.00 238.2 F 22 TR 165 147 1.122 1.00 238.2 F ------------------------------------------ 775 691 1.122 238.2 F ---------------------------------------------------------
- 60East: Jl. Lamgapang 4 L 21 56 .375 1.00 17.7 C 5 TR 117 311 .376 1.00 17.7 C ------------------------------------------ 138 367 .376 17.7 C --------------------------------------------------------- NorthEast: Jl. Lamreung 24 L 61 68 .897 1.00 57.0 F 25 TR 173 194 .892 1.00 57.0 F ------------------------------------------ 234 262 .897 57.0 F --------------------------------------------------------- North: Jl. Mesjid Tuha 7 L 8 29 .276 1.00 37.0 E 8 TR 26 95 .274 1.00 37.0 E ------------------------------------------ 34 124 .276 37.0 E --------------------------------------------------------- West: Jl. Kebun Raja 10 L 4 7 .571 1.00 17.4 C 11 TR 257 478 .538 1.00 17.4 C ------------------------------------------ 261 485 .571 17.4 C --------------------------------------------------------- SouthWest: Jl. T. Iskandar 30 L 123 77 1.597 1.00 1092.9 F 31 TR