56

DAFTAR PUSTAKA

AKCELIK. R (1981), Traffic Signal : Capacity and Timing Analysis, Australia Road Research

Board, Research Report ARR No. 123

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

OFFICIALS (AASHTO) (2001), A Policy on Geometric Design of Highway and Streets,

AASHTO, Washington, DC

FEDERAL HIGHWAY ADMINISTRATION (FHWA) (1985). Manual on Uniform Traffic

Control Device for Streets and Highway, U.S. Department of Transportation, Washington, DC

HOBBS.F.D (1985). Perencanaan dan Teknik Lalu-lintas, Gajah Mada University Press

JOTIN KHISTY C., KENT LALL B. (2005). Dasar-dasar Rekayasa Transportasi, Penerbit

Erlangga

LILIANI SOEDIRDJO TITI (2002). Rekayasa Lalu Lintas, Penerbit ITB

MANUAL KAPASITAS JALAN INDONESIA (MKJI) (1997), Departemen Pekerjaan Umum

Direktorat Bina Marga

LAMPIRAN

57

Lampiran 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 *** * ------------------------------------------------------------------------------

58

SouthEast: 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 *** * ------------------------------------------------------------------------------

59

West: 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 ---------------------------------------------------------

60

East: 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 620 388 1.598* 1.00 1092.9 F ------------------------------------------ 743 465 1.598 1092.9 F --------------------------------------------------------- ALL VEHICLES: 2271 2799 1.598 448.9 F --------------------------------------------------------- INTERSECTION: 2271 2799 1.598 448.9 F --------------------------------------------------------- Level of Service calculations are based on delay. * Maximum v/c ratio, or critical green periods --- End of SIDRA Output --- 70

61

Lampiran 2 Hasil SIDRA Eksisting Kamis 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 10:03 PM, 22 Jun 2007 Simpang Tujuh * SENIN_11 Kamis 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 10:03 PM, 22 Jun 2007 Simpang Tujuh * SENIN_11 Kamis 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, 63 15 19 97 - - - 60 460 .211 100 * * 2 *** * ------------------------------------------------------------------------------

62

SouthEast: 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, 596 91 51 738 - - - 60 628 1.176 100 * * 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, 17 91 9 117 - - - 60 507 .231 100 * * 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, 15 49 1 65 - - - 60 331 .196 100 * * 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, 4 14 1 19 - - - 19 136 .139 100 * * 8 *** * ------------------------------------------------------------------------------

63

West: 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, 1 99 120 220 - - - 60 519 .424 100 * * 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, 66 174 396 636 - - - 60 482 1.318 100 * * 31 *** * ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 10:03 PM, 22 Jun 2007 Simpang Tujuh * SENIN_11 Kamis 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 63 299 .211 1.00 13.2 B 2 TR 34 161 .211 1.00 13.2 B ------------------------------------------ 97 460 .211 13.2 B --------------------------------------------------------- SouthEast: Jl. Lamteh 21 L 596 507 1.176 1.00 333.5 F 22 TR 142 121 1.174 1.00 333.5 F ------------------------------------------ 738 628 1.176 333.5 F ---------------------------------------------------------

64

East: Jl. Lamgapang 4 L 17 74 .230 1.00 11.7 B 5 TR 100 433 .231 1.00 11.7 B ------------------------------------------ 117 507 .231 11.7 B --------------------------------------------------------- NorthEast: Jl. Lamreung 24 L 15 76 .197 1.00 15.3 B 25 TR 50 255 .196 1.00 15.3 B ------------------------------------------ 65 331 .197 15.3 B --------------------------------------------------------- North: Jl. Mesjid Tuha 7 L 4 29 .138 1.00 30.8 D 8 TR 15 108 .139 1.00 30.8 D ------------------------------------------ 19 137 .139 30.8 D --------------------------------------------------------- West: Jl. Kebun Raja 10 L 1 2 .500 1.00 14.5 B 11 TR 219 517 .424 1.00 14.5 B ------------------------------------------ 220 519 .500 14.5 B --------------------------------------------------------- SouthWest: Jl. T. Iskandar 30 L 66 50 1.320* 1.00 590.2 F 31 TR 570 432 1.319 1.00 590.2 F ------------------------------------------ 636 482 1.320 590.2 F --------------------------------------------------------- ALL VEHICLES: 1892 3063 1.320 332.4 F --------------------------------------------------------- INTERSECTION: 1892 3063 1.320 332.4 F --------------------------------------------------------- Level of Service calculations are based on delay. * Maximum v/c ratio, or critical green periods --- End of SIDRA Output --- 74

65

Lampiran 3 Hasil SIDRA Eksisting Bersinyal 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 11:38 PM, 22 Jun 2007 Simpang Tujuh * SENIN_12 Sinyal Jam Puncak Pagi Senin Intersection No.: A Cycle Time = 120 RUN INFORMATION ------------------------------------------------------------------------------ * Basic Parameters: Intersection Type: Signalised - Actuated 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 * No. of Main (Timing-Capacity) Iterations = 1 Comparison of last two iterations: Difference in intersection degree of satn = .0 % Difference in total vehicle capacity = .0 % Largest difference in eff. green times = 0 secs (max. value for stopping = 0 secs) ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 11:38 PM, 22 Jun 2007 Simpang Tujuh * SENIN_12 Sinyal Jam Puncak Pagi Senin Intersection No.: A Cycle Time = 120 Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ South: Jl. Koramil Saturation Flow End 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 1728 1610 0 0 631 .136 100 * * 2 *** * ------------------------------------------------------------------------------

66

SouthEast: Jl. Lamteh Saturation Flow End 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 1728 1559 0 0 611 1.269 100 * * 22 *** * ------------------------------------------------------------------------------ East: Jl. Lamgapang Saturation Flow End 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 1728 1646 0 0 192 .719 100 * * 5 *** * ------------------------------------------------------------------------------ NorthEast: Jl. Lamreung Saturation Flow End 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 1728 1583 0 0 185 1.267 100 * * 25 *** * ------------------------------------------------------------------------------ North: Jl. Mesjid Tuha Saturation Flow End 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 1728 1641 0 0 602 .057 100 * * 8 *** * ------------------------------------------------------------------------------

67

West: Jl. Kebun Raja Saturation Flow End 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 1728 1569 0 0 575 .454 100 * * 11 *** * ------------------------------------------------------------------------------ SouthWest: Jl. T. Iskandar Saturation Flow End 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 1728 1576 0 0 578 1.286 100 * * 31 *** * ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 11:38 PM, 22 Jun 2007 Simpang Tujuh * SENIN_12 Sinyal Jam Puncak Pagi Senin Intersection No.: A Cycle Time = 120 Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM STYLE) --------------------------------------------------------------------- Mov Mov Green Time Total Total Deg. Prog./ Aver. LOS No. Typ Ratio (g/C) Flow Cap. of Contrl Delay ------------ (veh (veh Satn Factor 1st 2nd /h) /h) (v/c) (sec) grn grn --------------------------------------------------------------------- South: Jl. Koramil 1 L .392 57 418 .136 .85 29.3 C 2 TR .392 29 213 .136 .85 29.3 C ------------------------------------------------------ 86 631 .136 29.3 C --------------------------------------------------------------------- SouthEast: Jl. Lamteh 21 L .392* 610 481 1.269 .85 533.3 F 22 TR .392 165 130 1.269 .85 533.3 F ------------------------------------------------------ 775 611 1.269 533.3 F ---------------------------------------------------------------------

68

East: Jl. Lamgapang 4 L .117 21 29 .720 .85 58.5 E 5 TR .117 117 163 .719 .85 58.5 E ------------------------------------------------------ 138 192 .720 58.5 E --------------------------------------------------------------------- NorthEast: Jl. Lamreung 24 L .117 61 48 1.266 .85 560.3 F 25 TR .117* 173 136 1.267 .85 560.3 F ------------------------------------------------------ 234 185 1.267 560.3 F --------------------------------------------------------------------- North: Jl. Mesjid Tuha 7 L .367 8 142 .057 .85 28.7 C 8 TR .367 26 460 .057 .85 28.7 C ------------------------------------------------------ 34 602 .057 28.7 C --------------------------------------------------------------------- West: Jl. Kebun Raja 10 L .367 4 9 .455 .85 34.8 C 11 TR .367 257 566 .454 .85 34.8 C ------------------------------------------------------ 261 575 .455 34.8 C --------------------------------------------------------------------- SouthWest: Jl. T. Iskandar 30 L .367 123 96 1.285 .85 564.2 F 31 TR .367* 620 482 1.286* .85 564.2 F ------------------------------------------------------ 743 578 1.286 564.2 F --------------------------------------------------------------------- ALL VEHICLES: 2271 3373 1.286 433.4 F --------------------------------------------------------------------- INTERSECTION: 2271 3373 1.286 433.4 F --------------------------------------------------------------------- Level of Service calculations are based on delay. * Maximum v/c ratio, or critical green periods --- End of SIDRA Output --- 78

69

Lampiran 4 Hasil SIDRA Eksisting Bersinyal Kamis 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 12:40 AM, 23 Jun 2007 Simpang Tujuh * SENIN_12 Sinyal Jam Puncak Pagi Kamis Intersection No.: A Cycle Time = 120 RUN INFORMATION ------------------------------------------------------------------------------ * Basic Parameters: Intersection Type: Signalised - Actuated 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 * No. of Main (Timing-Capacity) Iterations = 1 Comparison of last two iterations: Difference in intersection degree of satn = .0 % Difference in total vehicle capacity = .0 % Largest difference in eff. green times = 0 secs (max. value for stopping = 0 secs) ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 12:40 AM, 23 Jun 2007 Simpang Tujuh * SENIN_12 Sinyal Jam Puncak Pagi Kamis Intersection No.: A Cycle Time = 120 Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ South: Jl. Koramil Saturation Flow End 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, 63 15 19 97 1728 1576 0 0 696 .139 100 * * 2 *** * ------------------------------------------------------------------------------

70

SouthEast: Jl. Lamteh Saturation Flow End 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, 596 91 51 738 1728 1557 0 0 688 1.073 100 * * 22 *** * ------------------------------------------------------------------------------ East: Jl. Lamgapang Saturation Flow End 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, 17 91 9 117 1728 1640 0 0 109 1.070 100 * * 5 *** * ------------------------------------------------------------------------------ NorthEast: Jl. Lamreung Saturation Flow End 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, 15 49 1 65 1728 1622 0 0 108 .601 100 * * 25 *** * ------------------------------------------------------------------------------ North: Jl. Mesjid Tuha Saturation Flow End 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, 4 14 1 19 1728 1706 0 0 625 .030 100 * * 8 *** * ------------------------------------------------------------------------------

71

West: Jl. Kebun Raja Saturation Flow End 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, 1 99 120 220 1728 1539 0 0 564 .390 100 * * 11 *** * ------------------------------------------------------------------------------ SouthWest: Jl. T. Iskandar Saturation Flow End 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, 66 174 396 636 1728 1596 0 0 585 1.087 100 * * 31 *** * ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 12:40 AM, 23 Jun 2007 Simpang Tujuh * SENIN_12 Sinyal Jam Puncak Pagi Kamis Intersection No.: A Cycle Time = 120 Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM STYLE) --------------------------------------------------------------------- Mov Mov Green Time Total Total Deg. Prog./ Aver. LOS No. Typ Ratio (g/C) Flow Cap. of Contrl Delay ------------ (veh (veh Satn Factor 1st 2nd /h) /h) (v/c) (sec) grn grn --------------------------------------------------------------------- South: Jl. Koramil 1 L .442 63 452 .139 .85 26.3 C 2 TR .442 34 244 .139 .85 26.3 C ------------------------------------------------------ 97 696 .139 26.3 C --------------------------------------------------------------------- SouthEast: Jl. Lamteh 21 L .442* 596 555 1.074 .85 183.4 F 22 TR .442 142 133 1.072 .85 183.4 F ------------------------------------------------------ 738 688 1.074 183.4 F ---------------------------------------------------------------------

72

East: Jl. Lamgapang 4 L .067* 17 16 1.071 .85 268.3 F 5 TR .067 100 93 1.070 .85 268.3 F ------------------------------------------------------ 117 109 1.071 268.3 F --------------------------------------------------------------------- NorthEast: Jl. Lamreung 24 L .067 15 25 .602 .85 58.0 E 25 TR .067 50 83 .601 .85 58.0 E ------------------------------------------------------ 65 108 .602 58.0 E --------------------------------------------------------------------- North: Jl. Mesjid Tuha 7 L .367 4 132 .030 .85 27.8 C 8 TR .367 15 494 .030 .85 27.8 C ------------------------------------------------------ 19 625 .030 27.8 C --------------------------------------------------------------------- West: Jl. Kebun Raja 10 L .367 1 3 .390 .85 34.0 C 11 TR .367 219 562 .390 .85 34.0 C ------------------------------------------------------ 220 564 .390 34.0 C --------------------------------------------------------------------- SouthWest: Jl. T. Iskandar 30 L .367 66 61 1.084 .85 212.5 F 31 TR .367* 570 525 1.086* .85 212.5 F ------------------------------------------------------ 636 586 1.086 212.5 F --------------------------------------------------------------------- ALL VEHICLES: 1892 3376 1.086 167.1 F --------------------------------------------------------------------- INTERSECTION: 1892 3376 1.086 167.1 F --------------------------------------------------------------------- Level of Service calculations are based on delay. * Maximum v/c ratio, or critical green periods --- End of SIDRA Output --- 82

73

Lampiran 5 Hasil SIDRA Perubahan Geometrik Tak Bersinyal Senin Jam Puncak Pagi 1F 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 7:28 PM, 25 Jun 2007 Simpang Tujun (Tak Bersinyal) * SENIN_13 Perubahan Geometrik Senin 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 7:28 PM, 25 Jun 2007 Simpang Tujun (Tak Bersinyal) * SENIN_13 Perubahan Geometrik Senin Jam Puncak Pagi Intersection No.: A Unsignalised Intersection Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ South: Jl.Koramil+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 % * *** * * ****** **** 1, 159 168 456 783 - - - 75 811 .965 100 * * 2 *** * ------------------------------------------------------------------------------

74

East: 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 % * *** * * ****** **** 4, 610 104 61 775 - - - 249 623 1.245 100 * * 5 *** * ------------------------------------------------------------------------------ North: Jl.Lamreung+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 % * *** * * ****** **** 7, 70 230 64 364 - - - 74 605 .602 100 * * 8 *** * ------------------------------------------------------------------------------ West: Jl.Kebun Raja+Jl.Msj 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 % * *** * * ****** **** 10, 33 98 159 290 - - - 67 321 .903 100 * * 11 *** * ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 7:28 PM, 25 Jun 2007 Simpang Tujun (Tak Bersinyal) * SENIN_13 Perubahan Geometrik Senin 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+Jl.T.Iskandar 1 L 159 165 .964 1.00 43.1 E 2 TR 624 647 .964 1.00 43.1 E ------------------------------------------ 783 812 .964 43.1 E

75

--------------------------------------------------------- East: Jl. Lamteh 4 L 610 490 1.245* 1.00 456.3 F 5 TR 165 133 1.241 1.00 456.3 F ------------------------------------------ 775 623 1.245 456.3 F --------------------------------------------------------- North: Jl.Lamreung+Jl.Lamgapang 7 L 70 116 .603 1.00 14.3 C 8 TR 294 488 .602 1.00 14.3 C ------------------------------------------ 364 604 .603 14.3 C --------------------------------------------------------- West: Jl.Kebun Raja+Jl.Msj Tuha 10 L 33 37 .892 1.00 44.8 E 11 TR 257 285 .902 1.00 44.8 E ------------------------------------------ 290 322 .902 44.8 E --------------------------------------------------------- ALL VEHICLES: 2212 2360 1.245 183.3 F --------------------------------------------------------- INTERSECTION: 2212 2360 1.245 183.3 F --------------------------------------------------------- Level of Service calculations are based on delay. * Maximum v/c ratio, or critical green periods --- End of SIDRA Output ---

76

Lampiran 6 Hasil SIDRA Perubahan Geometrik Tak Bersinyal Kamis Jam Puncak Pagi 1F 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 7:42 PM, 25 Jun 2007 Simpang Tujun (Tak Bersinyal) * SENIN_13 Perubahan Geometrik Kamis 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 7:42 PM, 25 Jun 2007 Simpang Tujun (Tak Bersinyal) * SENIN_13 Perubahan Geometrik Kamis Jam Puncak Pagi Intersection No.: A Unsignalised Intersection Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ South: Jl.Koramil+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 % * *** * * ****** **** 1, 96 176 410 682 - - - 69 983 .694 100 * * 2 *** * ------------------------------------------------------------------------------

77

East: 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 % * *** * * ****** **** 4, 596 56 51 703 - - - 327 953 .738 100 * * 5 *** * ------------------------------------------------------------------------------ North: Jl.Lamreung+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 % * *** * * ****** **** 7, 21 113 41 175 - - - 68 725 .241 100 * * 8 *** * ------------------------------------------------------------------------------ West: Jl.Kebun Raja+Jl.Msj 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 % * *** * * ****** **** 10, 25 78 134 237 - - - 67 469 .505 100 * * 11 *** * ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 7:42 PM, 25 Jun 2007 Simpang Tujun (Tak Bersinyal) * SENIN_13 Perubahan Geometrik Kamis 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+Jl.T.Iskandar 1 L 96 138 .696 1.00 13.2 B 2 TR 586 845 .693 1.00 13.2 B ------------------------------------------ 682 983 .696 13.2 B

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--------------------------------------------------------- East: Jl. Lamteh 4 L 596 808 .738* 1.00 58.8 F 5 TR 107 145 .738* 1.00 58.8 F ------------------------------------------ 703 953 .738 58.8 F --------------------------------------------------------- North: Jl.Lamreung+Jl.Lamgapang 7 L 21 87 .241 1.00 7.8 A 8 TR 154 638 .241 1.00 7.8 A ------------------------------------------ 175 725 .241 7.8 A --------------------------------------------------------- West: Jl.Kebun Raja+Jl.Msj Tuha 10 L 25 49 .510 1.00 17.5 B 11 TR 212 420 .505 1.00 17.5 B ------------------------------------------ 237 469 .510 17.5 B --------------------------------------------------------- ALL VEHICLES: 1797 3130 .738 31.1 D --------------------------------------------------------- INTERSECTION: 1797 3130 .738 31.1 D --------------------------------------------------------- Level of Service calculations are based on delay. * Maximum v/c ratio, or critical green periods --- End of SIDRA Output ---

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Lampiran 7 Hasil SIDRA Perubahan Geometrik Bersinyal Senin Jam Puncak Pagi 1F 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 7:52 PM, 25 Jun 2007 Simpang Tujuh (Bersinyal) * SENIN_14 Perubahan Geometrik senin Jam Puncak Pagi Intersection No.: A Cycle Time = 120 RUN INFORMATION ------------------------------------------------------------------------------ * Basic Parameters: Intersection Type: Signalised - Actuated 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 * No. of Main (Timing-Capacity) Iterations = 1 Comparison of last two iterations: Difference in intersection degree of satn = .0 % Difference in total vehicle capacity = .0 % Largest difference in eff. green times = 0 secs (max. value for stopping = 0 secs) ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 7:52 PM, 25 Jun 2007 Simpang Tujuh (Bersinyal) * SENIN_14 Perubahan Geometrik senin Jam Puncak Pagi Intersection No.: A Cycle Time = 120 Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ South: Jl.Koramil+Jl.T.Iskandar Saturation Flow End 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, 159 168 456 783 1962 1790 0 0 820 .954 100 * * 2 *** * ------------------------------------------------------------------------------

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East: Jl.Lamteh Saturation Flow End 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, 610 104 61 775 1962 1770 0 0 811 .955 100 * * 5 *** * ------------------------------------------------------------------------------ North: Jl.Lamreung+Jl.Lamgapang Saturation Flow End 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, 70 230 64 364 1962 1820 0 0 834 .436 100 * * 8 *** * ------------------------------------------------------------------------------ West: Jl.Kebun Raja+Jl.MSJ Tuha Saturation Flow End 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, 33 98 159 290 1962 1771 0 0 812 .357 100 * * 11 *** * ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 7:52 PM, 25 Jun 2007 Simpang Tujuh (Bersinyal) * SENIN_14 Perubahan Geometrik senin Jam Puncak Pagi Intersection No.: A Cycle Time = 120 Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM STYLE) --------------------------------------------------------------------- Mov Mov Green Time Total Total Deg. Prog./ Aver. LOS No. Typ Ratio (g/C) Flow Cap. of Contrl Delay ------------ (veh (veh Satn Factor 1st 2nd /h) /h) (v/c) (sec) grn grn --------------------------------------------------------------------- South: Jl.Koramil+Jl.T.Iskandar 1 L .458* 159 166 .956* .85 44.7 D 2 TR .458 624 654 .955 .85 44.7 D ------------------------------------------------------

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783 820 .956 44.7 D --------------------------------------------------------------------- East: Jl.Lamteh 4 L .458* 610 638 .955 .85 45.5 D 5 TR .458 165 173 .955 .85 45.5 D ------------------------------------------------------ 775 811 .955 45.5 D --------------------------------------------------------------------- North: Jl.Lamreung+Jl.Lamgapang 7 L .458 70 160 .436 .85 24.3 C 8 TR .458 294 674 .436 .85 24.3 C ------------------------------------------------------ 364 834 .436 24.3 C --------------------------------------------------------------------- West: Jl.Kebun Raja+Jl.MSJ Tuha 10 L .458 33 92 .358 .85 25.2 C 11 TR .458 257 719 .357 .85 25.2 C ------------------------------------------------------ 290 811 .358 25.2 C --------------------------------------------------------------------- ALL VEHICLES: 2212 3278 .956 39.1 D --------------------------------------------------------------------- INTERSECTION: 2212 3278 .956 39.1 D --------------------------------------------------------------------- Level of Service calculations are based on delay. * Maximum v/c ratio, or critical green periods --- End of SIDRA Output ---

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Lampiran 8 Hasil SIDRA Perubahan Geometrik Bersinyal KamisJam Puncak Pagi 1F 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 8:06 PM, 25 Jun 2007 Simpang Tujuh (Bersinyal) * SENIN_14 Perubahan Geometrik Kamis Jam Puncak Pagi Intersection No.: A Cycle Time = 80 RUN INFORMATION ------------------------------------------------------------------------------ * Basic Parameters: Intersection Type: Signalised - Actuated 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 * No. of Main (Timing-Capacity) Iterations = 1 Comparison of last two iterations: Difference in intersection degree of satn = .0 % Difference in total vehicle capacity = .0 % Largest difference in eff. green times = 0 secs (max. value for stopping = 0 secs) ------------------------------------------------------------------------------ 1 ARRB SIDRA 4.13 - Time and Date of Analysis 8:06 PM, 25 Jun 2007 Simpang Tujuh (Bersinyal) * SENIN_14 Perubahan Geometrik Kamis Jam Puncak Pagi Intersection No.: A Cycle Time = 80 Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ South: Jl.Koramil+Jl.T.Iskandar Saturation Flow End 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, 96 176 410 682 1962 1808 0 0 768 .888 100 * * 2 *** * ------------------------------------------------------------------------------

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East: Jl.Lamteh Saturation Flow End 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, 596 56 51 703 1962 1763 0 0 793 .886 100 * * 5 *** * ------------------------------------------------------------------------------ North: Jl.Lamreung+Jl.Lamgapang Saturation Flow End 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, 21 113 41 175 1962 1841 0 0 782 .224 100 * * 8 *** * ------------------------------------------------------------------------------ West: Jl.Kebun Raja+Jl.MSJ Tuha Saturation Flow End 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, 25 78 134 237 1962 1749 0 0 787 .301 100 * * 11 *** * ----------------------------------------------------------------------------- 1 ARRB SIDRA 4.13 - Time and Date of Analysis 8:06 PM, 25 Jun 2007 Simpang Tujuh (Bersinyal) * SENIN_14 Perubahan Geometrik Kamis Jam Puncak Pagi Intersection No.: A Cycle Time = 80 Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM STYLE) --------------------------------------------------------------------- Mov Mov Green Time Total Total Deg. Prog./ Aver. LOS No. Typ Ratio (g/C) Flow Cap. of Contrl Delay ------------ (veh (veh Satn Factor 1st 2nd /h) /h) (v/c) (sec) grn grn --------------------------------------------------------------------- South: Jl.Koramil+Jl.T.Iskandar 1 L .425* 96 108 .889* .85 29.5 C 2 TR .425 586 660 .888 .85 29.5 C ------------------------------------------------------ 682 768 .889 29.5 C

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--------------------------------------------------------------------- East: Jl.Lamteh 4 L .450 596 673 .886 .85 29.3 C 5 TR .450* 107 121 .887 .85 29.3 C ------------------------------------------------------ 703 793 .887 29.3 C --------------------------------------------------------------------- North: Jl.Lamreung+Jl.Lamgapang 7 L .425 21 94 .224 .85 16.6 B 8 TR .425 154 689 .224 .85 16.6 B ------------------------------------------------------ 175 782 .224 16.6 B --------------------------------------------------------------------- West: Jl.Kebun Raja+Jl.MSJ Tuha 10 L .450 25 83 .300 .85 17.9 B 11 TR .450 212 704 .301 .85 17.9 B ------------------------------------------------------ 237 788 .301 17.9 B --------------------------------------------------------------------- ALL VEHICLES: 1797 3131 .889 26.7 C --------------------------------------------------------------------- INTERSECTION: 1797 3131 .889 26.7 C --------------------------------------------------------------------- Level of Service calculations are based on delay. * Maximum v/c ratio, or critical green periods --- End of SIDRA Output --- (LAMPIRAN MKJI DI DALAM EXEL)

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Lampiran 13. Foto Situasi Simpang

Gambar 1 Waktu Puncak Pagi Pada Hari Senin

Gambar 2 Waktu Puncak Siang Pada Hari Senin

Gambar 3 Waktu Puncak Sore Pada Hari Senin

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Gambar 4 Waktu Puncak Pagi Pada Hari Kamis

Gambar 5 Waktu Puncak Siang Pada Hari Kamis Gambar 6 Waktu Puncak Sore Pada Hari Kamis