Intenational Jounal of Civil Engineeing and Technology (IJCIET) Volume 9, Issue 10, Octobe 2018, pp. 876 882, Aticle ID: IJCIET_09_10_088 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=10 ISSN Pint: 0976-6308 and ISSN Online: 0976-6316 IAEME Publication Scopus Indexed SURVEY OF MOVING CAR OBSERVER AND MKJI 1997 APPLICATIONS AGAINST THE TRAFFIC FLOW SECTION IN MERAUKE REGENCY Hebin F. Betaubun, Dina Limbong Pamuttu Depatment of Civil Engineeing, Faculty of Engineeing, Musamus Univesity, Meauke, Indonesia ABSTRACT This eseach is desciptive quantitative using the moving ca obseve method and Indonesian Road Capacity Manual (Manual Kapasitas Jalan Indonesia: MKJI) 1997 method on the Kamizaun Road section. The equipment used is oll mete, taffic counte, stopwatch, and witing equipment along with the suvey fom. The esults of the analysis using MKJI 1997 method fo the highest taffic flow is on Fiday which is aound 08.00-09.00 (Indonesia Easten Standad Time) amounting to 510.1 qcu/h. While the flow of taffic at peak hou using the moving ca obseve method fo the noth diection is 312.4038462 qcu/h and fo the south diection is 326.8261231 qcu/h. Based on the esults of the analysis in this study it can be concluded that the peak hou fo the flow of taffic passing on Jalan Kamizaun on aveage occus in the moning, only on Sundays whee the taffic flow occus in the aftenoon. The esults of the analysis also showed that the esults of taffic flow obtained using MKJI 1997 wee geate than that of using the moving ca obseve method. Keywods: Taffic Flow, peak hou, MKJI 1997, moving ca obseve Cite this Aticle: Hebin F. Betaubun and Dina Limbong Pamuttu, Suvey of Moving Ca Obseve and Mkji 1997 Applications Against the Taffic Flow Section in Meauke Regency, Intenational Jounal of Civil Engineeing and Technology, 9(10), 2018, pp. 876 882. http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=10 I. INTRODUCTION One measue of the development of a ual aea that tuns into an uban aea is tanspotation that seves the aea. The tanspotation in question can be measued based on the quantity and quality of facilities and infastuctue. In othe wods, tanspotation is an impotant facto fo egional development. Meauke Regency has a vehicle gowth ate of 9.74% in 2017 based on data eleased by the Joint Office of Samsat (Samsat, 2017), of couse this cannot be compaed with the ate of http://www.iaeme.com/ijciet/index.asp 876 edito@iaeme.com
Hebin F. Betaubun and Dina Limbong Pamuttu gowth of vehicles in Jakata and othe lage cities. Tanspotation in ual aeas is cetainly diffeent fom the level of vehicle gowth when compaed to uban aeas. Howeve, the level of violation of speed limiting signs on the oads of Meauke Regency is quite high (Betaubun and Betaubun, 2017). This has an impact on eseaches in analyzing tanspotation in Meauke Distict, both facilities and infastuctue (Suyadi and Haiulla, 2018; Pamuttu and Haiulla, 2018; Haiulla and Betaubun, 2018; Betaubun and Haiulla, 2018). One method that can be used to analyze the flow of vehicles on a oad segment is the moving ca obseve method. The use of the moving ca obseve method has been used vey often. Some of the advantages of using the moving ca obseve method ecognized by Wadop and Chaleswoth in 1954 ae that infomation about flow and speed can be collected at the same time, tavel time along the oad can be measued and the flow ate and aveage speed of the vehicle, it is moe economical if the numbe of people pe hou needed to achieve the desied accuacy is smalle fo moving ca obseves compaed to stationay numbes, vehicles can be classified and flow ates ae found in diffeent classifications, and additional infomation such as locations and causes of delays can be ecoded if needed (Mulligan and Nicholson, undated). 2. RESEARCH METHODOLOGY This eseach is desciptive quantitative using the moving ca obseve method and MKJI 1997 Method on the Kamizaun Road section. The moving ca obseve method was fist developed in the United Kingdom by the Road Reseach Laboatoy (Taffic and Safety Division) and was fist published in a pape compiled by Wadop and Chaleswoth in 1954 by testing a taveling vehicle in the same diection o opposite the taffic flow in one diection (Mulligan and Nicholson, undated). Wheeas fo the 1997 MKJI method is cetainly no stange to eseaches in the field of tanspotation. The diffeence between these two methods is how taffic flow suveys ae conducted o how to collect data on the numbe of vehicles on a paticula oad. Taffic flow suveys using the 1997 MKJI method ae caied out fo 7 days in the moning, aftenoon and evening peiods in ode to get the data of vehicles passing at peak times on the oad. The equipment used is oll mete, taffic counte, stopwatch, and witing equipment along with the suvey fom. Afte that, with the peak hou data that has been found, the implementation of the moving ca obseve method to get the cuent of the vehicle on the oad can be done. This mco method is caied out by using a vehicle as a medium to ente the taffic flow that occus aound peak hous. Enumeation of vehicle types follows the 1997 MKJI guidelines as well as the calculation of passenge ca units (junio high school). Fo the calculation of passenge ca units, we can multiply the numbe of vehicles passing though the oad segment by the value of Passenge Ca Equivalent (PCE) accoding to the numbe of cuents and the type of oad (MKJI, 1997). 3. RESULTS AND DISCUSSION 3.1. MKJI 1997 The following is the esults of a taffic flow suvey using the MKJI 1997 method which is caied out evey day fo a week on the oad of Kamizaun. http://www.iaeme.com/ijmet/index.asp 877 edito@iaeme.com
Suvey of Moving Ca Obseve and Mkji 1997 Applications Against the Taffic Flow Section in Meauke Regency Table 1 Taffic Flow on Monday Pe Hou Vehicle/hou 08.00-09.00 564 310.6 09.01-10.00 450 269.4 10:01-11.00 386 176.5 11.01-12.00 322 185.1 14.31-15.30 300 178.5 15.31-16.30 290 170.6 The biggest taffic flow on Monday fo the moning, aftenoon and evening peiods is 310.6 qcu/h at 08.00-09.00 (Indonesia Easten Standad Time) o in othe wods the peak hou fo Monday occus in the moning. Table 2 Taffic Flow on Tuesday Pe Hou Vehicle/hou 08.00-09.00 396 239.7 09.01-10.00 427 267.5 10:01-11:00 383 233.4 11.01-12.00 305 186.3 14.31-15.30 234 147 15.31-16.30 343 210.2 The biggest taffic flow on Tuesday fo the moning, aftenoon and evening peiods is 267.5 qcu/h at 09.01-10.00 (Indonesia Easten Standad Time) o in othe wods the peak hou fo Tuesday occus in the moning. Table 3 Taffic Flow on Wednesday Pe Hou Vehicle/hou 08.00-09.00 261 161.1 09.01-10.00 296 184.7 10:01-11:00 334 211.7 11.01-12.00 317 200.2 14.31-15.30 236 147.6 15.31-16.30 253 157.1 The lagest taffic flow on Wednesday fo the moning, aftenoon and evening peiods is 211.7 qcu/h at 10.01-11.00 (Indonesia Easten Standad Time) o in othe wods the peak hou fo Wednesday occus in the moning. http://www.iaeme.com/ijmet/index.asp 878 edito@iaeme.com
Hebin F. Betaubun and Dina Limbong Pamuttu Table 4 Taffic Flow on Thusday Pe Hou Vehicle/hou 08.00-09.00 199 123,2 09.01-10.00 259 167,1 10:01-11:00 248 163,5 11.01-12.00 226 144,6 14.31-15.30 210 130,7 15.31-16.30 311 188,1 The biggest taffic flow on Thusday fo the moning, aftenoon and evening peiods is 167.1 qcu/h at 09.01-10.00 (Indonesia Easten Standad Time) o in othe wods the peak hou fo Thusday occus in the moning. Table 5 Taffic Flow on Fiday Pe Hou Vehicle/hou 08:00-09:00 883 510.1 09:01-10:00 604 354.5 10:01-11:00 414 254.7 11:01-12:00 490 303.8 12:01-13:00 497 299.6 13:01-14:00 394 232.6 14:01-15:00 440 271 15:01-16:00 406 250.3 16:01-17:00 287 187.9 17:01-18:00 251 153.6 18:01-19:00 138 87.8 19:01-20:00 66 42.5 The lagest taffic flow on Fiday fo the moning, aftenoon and evening peiods is 510.1 qcu/h at 08.00-09.00 (Indonesia Easten Standad Time) o in othe wods the peak hou fo Fiday occus in the moning. Table 6 Taffic Flow on Satuday Pe Hou Vehicle/hou 08:00-09:00 335 195.6 09:01-10:00 364 211.9 10:01-11:00 343 206.6 11:01-12:00 302 185.6 12:01-13:00 323 194.2 13:01-14:00 312 184.7 14:01-15:00 301 180.6 15:01-16:00 329 65.8 http://www.iaeme.com/ijmet/index.asp 879 edito@iaeme.com
Suvey of Moving Ca Obseve and Mkji 1997 Applications Against the Taffic Flow Section in Meauke Regency 16:01-17:00 79 33.5 17:01-18:00 150 32.1 18:01-19:00 76 15.2 19:01-20:00 67 7.3 The biggest taffic flow on Satuday fo the moning, aftenoon and evening peiods is 211.9 qcu/h at 09.01-10.00 (Indonesia Easten Standad Time) o in othe wods the peak hou fo Satuday occus in the moning. Table 7 Taffic Flow on Sunday Pe Hou Vehicle/hou 08:00-09:00 227 131.5 09:01-10:00 212 127.6 10:01-11:00 217 130.8 11:01-12:00 218 129.8 12:01-13:00 218 133.8 13:01-14:00 309 185.6 14:01-15:00 213 120.9 15:01-16:00 319 171.9 16:01-17:00 274 151.4 17:01-18:00 175 98.3 18:01-19:00 101 55.5 19:01-20:00 67 37 The lagest taffic flow on Sundays fo the moning, aftenoon and evening peiods is 171.9 qcu/h at 09.01-10.00 (Indonesia Easten Standad Time) o in othe wods the peak hou fo Sunday occus in the moning. Recapitulation of Taffic Flows (MKJI 1997) showed that the highest taffic flow duing the suvey week is Fiday, which is aound 08.00-09.00 (Indonesia Easten Standad Time) of 510.1 qcu/h. 3.2. Moving Ca Obseve Following ae the esults of the taffic flow suvey using the moving ca obseve method which is caied out at peak hou in accodance with the esults of MKJI 1997, namely Fiday (08.00-09.00 (Indonesia Easten Standad Time) on the segment of the oad of Kamizaun. http://www.iaeme.com/ijmet/index.asp 880 edito@iaeme.com
Sampl e Numb LV e Hebin F. Betaubun and Dina Limbong Pamuttu Table 8 Peak Hou Taffic Flow at Noth Diection Peface Peceded Opposite Diection Tevel Motocyc H Motocyc H Time LV LV le V le V (mnt) Motocyc H le V 1 1 3 3 1 1 0 1,87 9 34 2 2 0 4 0 0 0 0 1,83 3 35 1 3 0 3 0 0 0 0 1,78 6 33 1 1,775 0,3125 1,37 12,075 Table 9 Peak Hou Analysis esults using MCO at Noth Diection Distance (mete) Y (qcu) q (qcu/h) t (mnt) Speed (km/h) 1200 1.4625 312.4038462 1.366151893 52.70277805 The esults of taffic flow analysis at peak hou using the moving ca obseve method fo noth diection at 08.00-09.00 (Indonesia Easten Standad Time) is 312.4038462 qcu/h. Table 10 Peak Hou Taffic Flow at South Diection Peface Peceded Opposite Diection Sample Tevel Time Numbe L Motocy H L Motocy H (mnt) L Motocy H V cle V V cle V V cle V 1 1 2 0 1 2 0 1,70 14 38 2 2 0 4 0 0 0 0 1,63 7 21 0 3 0 2 0 0 0 0 1,58 11 24 0 0,75 0,375 1,23 13,7875 Table 11 Peak Hou Analysis esults using MCO at South Diection Distance (mete) Y (qcu) q (qcu/h) t (mnt) Speed (km/h) 1200 0.375 326.8269231 1.22801927 58.63100176 The esults of taffic flow analysis at peak hou using the moving ca obseve method fo the south at 08.00-09.00 (Indonesia Easten Standad Time) amounted to 326.8261231 qcu/h. http://www.iaeme.com/ijmet/index.asp 881 edito@iaeme.com
Suvey of Moving Ca Obseve and Mkji 1997 Applications Against the Taffic Flow Section in Meauke Regency 4. CONCLUSION Based on the esults above, it can be concluded that the peak hou fo the flow of taffic passing on Jalan Kamizaun on aveage occus in the moning, only on Sundays whee the taffic flow occus in the aftenoon. Taffic flow at peak hou on Jalan Kamizaun using MKJI 1997 method is 510.1 qcu/h, while using the Moving Ca Obseve method fo the noth is 312.4038462 qcu/h and southwad is 326.8261231 qcu/h. The esults of the analysis show that the esults of the taffic flow obtained by using MKJI 1997 is geate than that of the Moving Ca Obseve method. REFERENCES [1] Betaubun HF and P. Betaubun, 2018. Evaluation Of The Pefomance Of Taffic Signs Fo Vehicle Speed Limits. Intenational Jounal of Civil Engineeing and Technology, vol. 9, no. 8, pp. 568 573. [2] Betaubun, P. and Haiulla, 2018. Compessive Stength and Tensile Tests fo Concete Made fom Local Mateials fom Toftof, Eligobel Distict. Intenational Jounal of Civil Engineeing and Technology, 9(8), pp. 574-579. [3] Haiulla and P. Betaubun, 2018. Engineeing of Clay Soil Stabilization with Cement and Fibe on CBR Value fo Road Mateials in Meauke Distict. Intenational Jounal of Civil Engineeing and Technology, 9(8), pp. 562-567. [4] MKJI, 1997. Manual Kapasitas Jalan Indonesia, vol. 1, no. I. [5] Mulligan, A. and A. Nicholson, (undated). Uncetainty in Taffic Flow Estimation Using the Moving-Obseve Method. [6] Pamuttu, D.L. and Haiulla, 2018. Coal Mateial Chaacteistics of Kampung Mataa of Meauke Distict as a Concete Coase Aggegate, Intenational Jounal of Civil Engineeing and Technology, 9(9), pp. 708 712. [7] Samsat, 2017. Data Jumlah Kendaaan Kabpaten Meauke Tahun 2017. p. 1. [8] Santoso, I.B., Mangkoedihadjo, S. 2013. Mapping cumulative cabon dioxide concentations at two metes above the gound fo geenspace assessment in Suabaya. Middle East Jounal of Scientific Reseach, 18(3): 288-292. [9] Suyadi and Haiulla, 2018. Concete Compessive Stength Using Coase Aggegate of Palu with Fine Aggegate of Ulilin of Meauke Distict, Intenational Jounal of Civil Engineeing and Technology, 9(9), pp. 713 718. http://www.iaeme.com/ijmet/index.asp 882 edito@iaeme.com