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Pengaruh Pemanfaatan Limbah Kulit Kerang Bambu Sebagai Pengganti Sebagian Semen Terhadap Kuat Tekan Beton dengan Penggunaan Agregat Kasar Madura 使用竹子壳废料代替部分水泥的影响,用马杜拉粗骨料用力敲打混凝土
Pub Date : 2021-03-30 DOI: 10.25139/JPRS.V4I1.3360
Taurina Jemmy Irwanto, Agus Irmawan
Concrete is a mixture of Portland cement, fine aggregate, coarse aggregate and water, the author tries to use local Madura crushed stone and bamboo shells as a partial substitute for cement to determine whether the effect of utilizing local waste and materials on the planned compressive strength of concrete. In addition to the use of local materials, it is used shellfish waste which is expected to be able to provide the latest innovations in the world of construction in the future. In this test, concrete is planned in the form of a cube of size 15x15x15 cm, and tested at the age of 7 days and 28 days for each variation of the mixture, the research was carried out using several variations of the concrete mixture, namely, 0%, 2%, 4% and 6% replacement of cement with shells. bamboo shells, where later the 0% variation will be the benchmark for each variation. From the results of testing the chemical content of bamboo clam shells, it was found that the content of lime (CaO) was 98.23%. The results of the compressive test for each variation resulted in an increase in compressive strength from each variation. The greatest increase in compressive strength is at 6% variation with the resulting compressive strength of 21.94 MPa.
混凝土是由波特兰水泥、细骨料、粗骨料和水混合而成,作者尝试使用当地的马杜拉碎石和竹壳作为水泥的部分替代品,以确定利用当地废弃物和材料对混凝土的计划抗压强度是否有影响。除了使用当地材料外,它还使用了贝类废物,预计能够在未来的建筑世界中提供最新的创新。在本试验中,混凝土以15x15x15cm的立方体形式规划,并在龄期7天和28天对每种配合比进行测试,研究使用混凝土配合比的几种变化,即0%,2%,4%和6%的水泥替换壳。竹壳,之后0%的变化将是每个变化的基准。从竹蛤壳的化学成分检测结果来看,石灰(CaO)的含量为98.23%。每一种变化的抗压试验结果都导致了每一种变化的抗压强度增加。抗压强度的最大增幅为6%,达到21.94 MPa。
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引用次数: 0
Studi Perbandingan Kadar Ni dan Fe Berdasarkan Sampel Cek Pit dan Sampel Cek Stock Pile Mining Nikel pada PT. Bintangdelapan Mineral Sulawesi Tengah Ni和Fe比较研究是根据PT中苏拉威西矿物第8颗二氧化铁矿的坑样和股票矿样开采样本进行的
Pub Date : 2021-02-05 DOI: 10.25139/JPRS.V4I1.3163
Villa Evadelvia Ginal Sambari
Nickel mining in PT. Bintangdelapan Mineral District located in the village Fatufia Bahodopi Morowali, Central Sulawesi. The purpose of this research study sampling techniques and sample checks pit stock pile, and aimed to compare the levels of Ni, Fe. The authors limit the issues on comparative levels of Ni, Fe, based on sampling and sample checks pit mining production and production sample port stock pile, using the analysis tool Minipal. Field research methods consisting of the preparation stage, the stage of data collection, data processing stage and phase of Thesis. Results in getting the checks on the sampling pit, mining samples, and sample port is an increase in levels, this is because the mining PT. Bintangdelapan Minerals has applied to both selective mining mining methods. In this sample, the researcher applied sampling method and sample check stock pile pit nickel laterite operations in accordance with standard PT. Bintangdelapan Minerals, the data obtained is processed using Microsoft Excel and then presented in the form of reading SPSS (Statistical Product And Service Solution).
位于苏拉威西中部Fatufia Bahodopi Morowali村的PT. Bintangdelapan矿区的镍矿。本研究的目的是研究取样技术和取样检查坑堆,并旨在比较镍,铁的水平。作者利用分析工具Minipal,在取样和抽样检查的基础上,对矿坑开采生产和生产样品港口库存进行了分析,限定了镍、铁的比较水平问题。实地调研方法分为准备阶段、数据收集阶段、数据处理阶段和论文阶段。结果得到的检查取样坑、采矿样品和取样口的水平是增加的,这是因为采矿PT. Bintangdelapan Minerals已经应用了两种选择性采矿采矿方法。在本样本中,研究者采用了抽样方法,并按照标准PT对库存桩坑红土镍矿作业进行了抽样检查。Bintangdelapan Minerals使用Microsoft Excel对所得数据进行处理,然后以阅读SPSS (Statistical Product and Service Solution)的形式呈现。
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引用次数: 1
Studi Perancangan Ruang Henti Khusus (RHK) Sepeda Motor Di Simpang Bersinyal (Studi Kasus Simpang Tugu Pecel, Simpang Ruang Terbuka Hijau (RTH) Kartini Dan Simpang Diponegoro Di Kota Madiun) 特殊停机空间设计研究(RHK)信号池的新案例研究(RTH) Kartini的绿色开放空间(RTH)和马迪市的ponegoro挺进)
Pub Date : 2019-09-30 DOI: 10.25139/jprs.v2i2.1967
Titik Nur Wahana Lestari, Abdiyah Amudi, Ayu Roesdyning Tyas Dyah Anggraeni
The growth of motorcycle in Indonesia increased rapidly and is the most common vehicle on the highway, especially at a crossroads in the city of Madiun. As a result, there is often an accumulation of irregular motorcycle and breaking traffic at the junction in the red phase. This is indicated by motorcycle reaching more than 30 motorcycle at the junction in the red phase. That inflic the a conflicts that affect the movement of other vehicle. Related with this problem, to reduce the occurrence of conflict, needed traffic engineering by providing facility Advance Stop Lines (ASLs) at the Signed Intersection which is intended so that vehicle can exit from Intersection regularly and reduce the accidents at the Signed Intersection. The purpose of this research is knowing the Level Of Service (LOS) and determine the desain of Advance Stop Lines (ASLs) at Signed Intersection with research area is the Tugu Pecel Intersection, Ruang Terbuka Hijau Intersetion and Diponegoro Intersection in Madiun City. The method used in this research is the Indonesian Road Capacity Manual (MKJI,1997). The Level of Service (LOS) in existing condition is at Tugu Pecel Intersection is A (very good), at the RTH Kartini Intersection is E (bad) and Diponegoro Intersection is F (very bad). Design of Advance Stop Lines at the north approaching Tugu Pecel Intersection is 2 lanes with approach lanes (10,00 m × 1,00 m) and with an area of 6,75 m × 4,66 m, at the east approach of RTH Kartini Intersection is 2 lane with approach lanes (7,00 m × 1,00 m) and the area of 5,25 m ×4,66 m and the north Diponegoro Intersection are 2 aprroaching lanes with aprroac lanes (10,00 m ×1,00 m) and area 4,50 m ×4,66 m, south approach 2 lanes with approach lanes (7,00 m ×1,00 m) and area 4,50 m ×4,66 m, east approach is 2 lanes with approach lanes (9,50 m × 1,00m) and an area of 5,50 m ×4,66 m, the western approach is 2 lanes with approach lanes (7,00 m ×1,00 m) and an area 5,50 m ×4,66 m.
摩托车在印尼增长迅速,是高速公路上最常见的交通工具,特别是在马迪恩市的十字路口。因此,在红色阶段,经常有不规则的摩托车和违规车辆聚集在路口。在红色阶段,摩托车在路口达到30辆以上。这就造成了影响其他车辆运动的冲突。与此相关的是,为了减少冲突的发生,需要进行交通工程,在标志交叉口设置设施提前停车线,使车辆能够定期驶离标志交叉口,减少标志交叉口的交通事故。本研究的目的是了解服务水平(LOS),并确定标志交叉口的先进停车线(asl)的设计,研究区域为马迪丁市的Tugu Pecel交叉口、Ruang Terbuka Hijau交叉口和Diponegoro交叉口。本研究使用的方法是印度尼西亚道路容量手册(MKJI,1997)。Tugu Pecel交叉口的现有状况服务水平(LOS)为A(很好),RTH Kartini交叉口为E(差),Diponegoro交叉口为F(很差)。设计提前停止线北接近Tugu Pecel交点与方法2车道车道(10 m×1 00 00米)和面积6,75×4,66,在东方的方法仅仅Kartini交点与方法2车道车道(7 m×1 00 00米)和5的面积,25米×4,66米,北Diponegoro交点与aprroac 2 aprroaching车道车道(10 m×1 00 00米)和面积4、50米×4、66,南进近2车道进近车道(7000米×1,00米)和面积4,50米×4,66米,东进近2车道进近车道(9,50米× 1,000米)和面积5,50米×4,66米,西进近2车道进近车道(7,000米×1,00米)和面积5,50米×4,66米。
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引用次数: 0
Studi Pengaruh Temperature dan Pembuatan Beton Massa dengan Ketebalan 4 Meter (Studi Kasus : Proyek Gunawangsa Tidar Apartement Surabaya) 温度和4米厚度的质量混凝土塑造影响研究(案例研究:
Pub Date : 2019-09-30 DOI: 10.25139/jprs.v2i2.1867
Fitria Wardhani, K. Koespiadi
Building a building with a large and large number of foundations requires a mass casting method. In mass casting work requires observation and analysis of temperature in order to find out the peak temperature and no thermal cracks occur. In this Final Project aims to determine the effect of mass concrete temperature on the raft foundation of the Surabaya Gunawangsa Tidar Aparment Project. The project has 25 types of raft foundations, but the ones with large dimensions and mass casting are pile cap 114 and pile cap 119. Mass casting is carried out in a full day so after casting it is necessary to observe the effect of concrete temperature. The effect of temperature observed was peak temperature, temperature difference, and statistical hypothesis testing. In general, the peak temperature at ijinkam is 78.20˚ C with a difference in temperature of 20˚C. Observations on pile cap 114 and pile cap 119 are safe and have no thermal cracks.
建造有大量地基的建筑物,需要采用大量浇筑的方法。在大规模铸造工作中需要对温度进行观察和分析,以便找出峰值温度和不发生热裂纹的情况。在这个Final Project中,旨在确定大体积混凝土温度对泗水Gunawangsa Tidar公寓项目木筏基础的影响。本工程有25种筏形基础,但尺寸大、浇筑量大的是114号桩承台和119号桩承台。大体积浇筑是全天进行的,浇筑后有必要观察混凝土温度的影响。观察到的温度影响为峰值温度、温差和统计假设检验。总体而言,伊金坎峰温度为78.20℃,温差为20℃。114号桩帽和119号桩帽观测安全,无热裂缝。
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引用次数: 0
Perencanaan Perkerasan Kaku (Rigid Pavement) Dengan Menggunakan Wiremesh Pada Ruas Jalan HOS. Cokroaminoto Dan Jalan Moch. Yamin (Tuban) Kaku计划在居屋路使用Wiremesh。koroaminoto和Moch街。雅(Tuban)
Pub Date : 2019-09-30 DOI: 10.25139/jprs.v2i2.1868
Kristedy Permana Sulaiman, Sapto Budy Wasono
Highway is one of the land transportation infrastructure which plays an important role in human life in the field of transportation. Jalan Hos. Cokroaminoto and Jalan Moch. Yamin is a national road that fights important to support the economic flow of the surrounding region and also other cities.The author will compare the calculations using two methods, namely the Bina Marga Method 2002 and the AASHTO 1993 method in order to obtain the value of pavement, besides that it also wants to see which method is more efficient and economical in terms of pavement thickness and cost.From the results of the road pavement planning used, the thickness of the pavement is according to the planned 20-year age from 2017 to the end of the year plan for 2037. Economic factors also taken into account in this analysis include the 1993 AASHTO Method.The input parameters of pavement thickness planning for the 1993 AASHTO method are traffic parameters, subgrade reaction modulus, pavement construction material, reliability, and drainage coefficient. For the Jalan Hos section. Cokroaminoto and Jalan Moch. Yamin concrete plate thickness based on the calculation of the 2002 Bina Marga method is 20 cm, while based on the 1993 AASHTO method it is 29 cm. The difference obtained is quite large, namely 9 cm. This is due to differences in the input parameters of each method. Based on the survey that has been done, the thickness of the existing concrete slab is 29 cm, the thickness is the same as the results of calculations using the AASHTO 1993 method.
公路是陆地交通基础设施之一,在交通领域中对人类生活起着重要的作用。道路累积量。Cokroaminoto和Jalan Moch。亚明是一条重要的国道,对支持周边地区和其他城市的经济流动至关重要。笔者将比较Bina Marga Method 2002和AASHTO 1993两种方法的计算结果,得出路面的价值,同时也想看看哪种方法在路面厚度和成本方面更有效、更经济。从路面规划使用的结果来看,路面的厚度是按照规划的20年龄期从2017年到2037年的年底规划。这项分析也考虑到经济因素,包括1993年AASHTO方法。1993 AASHTO法的路面厚度规划输入参数为交通参数、路基反力模量、路面施工材料、可靠度、排水系数。在Jalan Hos部分。Cokroaminoto和Jalan Moch。2002年Bina Marga法计算的雅敏混凝土板厚为20 cm, 1993年AASHTO法计算的雅敏混凝土板厚为29 cm。得到的差值相当大,即9厘米。这是由于每种方法的输入参数不同。经实测,现浇混凝土板厚度为29 cm,与AASHTO 1993方法计算结果一致。
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引用次数: 1
Kajian Desain Struktur Beton Bertulang Dengan Struktur Baja (Studi Kasus Pada Pembangunan Gedung H Unitomo) 钢筋混凝土结构设计研究(H Unitomo建筑案例研究)
Pub Date : 2019-09-30 DOI: 10.25139/jprs.v2i2.1962
Inggrid Loiza Batak, Safrin Zuraidah, Budi Hastono
Recently, a structure that is generally applied to the construction of multi-storey buildings is reinforced concrete structure. Structural steel is rarely used nowadays, yet in fact, the steel structures are still able to compete with reinforced concrete structures. Therefore, this study aims to determine the exact profile dimensions and the comparison of material prices between steel structures and reinforced concrete structures for columns and beams in redesigning H Building of Dr. Soetomo University, Surabaya. The WF profile steel will be used in this redesigning project. The structure is modeled using AutoCAD, and then imported into SAP2000 software. Modeling structure consists of columns, primary beams and secondary beams. The loads reviewed from the design are dead load, live load, wind load and seismic load. From the results of design review obtained, the overall strength of structure rearrangement is safe and it is obtained the beam profile dimensions of B1 WF 600x200x12x20, B2 WF 400x300x9x14 profile, B3 WF 400x300x9x14 profile, B4 WF 350x200x8x12 profile, and B5 WF 175x125x 5.5x8 profile, K1 WF 400x400x18x28 column profile, and K2 WF 400x400x21x21 column profile. The use of steel structures as a substitute for reinforced concrete structures for columns and beams in the building is a way more expensive with the percentage of steel structure 149.13% more expensive than reinforced concrete structure.
近年来,普遍应用于多层建筑的结构是钢筋混凝土结构。现在很少使用结构钢,但事实上,钢结构仍然能够与钢筋混凝土结构竞争。因此,本研究的目的是确定准确的轮廓尺寸和钢结构和钢筋混凝土结构的柱和梁的材料价格在重新设计博士苏友大学,泗水H大楼的比较。本次改造工程将采用WF型钢。采用AutoCAD对结构进行建模,然后导入SAP2000软件。模型结构由柱、主梁和次梁组成。从设计中审查的荷载有恒载、活载、风荷载和地震荷载。从所获得的设计评审结果来看,结构重排总体强度是安全的,得到了B1型WF 600x200x12x20、B2型WF 400x300x9x14、B3型WF 400x300x9x14、B4型WF 350x200x8x12、B5型WF 175x125x 5.5x8、K1型WF 400x400x18x28柱型、K2型WF 400x400x21x21柱型的梁型尺寸。在建筑中使用钢结构代替钢筋混凝土结构的柱和梁是一种更昂贵的方式,钢结构比钢筋混凝土结构贵149.13%。
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引用次数: 0
Perencanaan Tebal Perkerasan Jalan Sergang – Jembatan Jengkong (No. 243) KM 8 Batu Putih Kabupaten Sumenep
Pub Date : 2019-09-30 DOI: 10.25139/jprs.v2i2.1963
Muhammad Baitur Rakhman, Ahmad Suwandi
The white stone mine in Batu Putih Village is one of the natural resources located in Sumenep Regency, precisely on Sergang Street - Jengkong Bridge No. 243 Km 8. This road is the only access road to the white stone mining. The current condition of the road is damaged and interferes with the distribution process of white stones, so good thick pavement planning is needed. Planning of flexible pavement thickness and the cost of flexible pavement construction on Sergang - Jengkong Bridge No. 243 Km 8 Batu Putih, Sumenep Regency uses quantitative research. The data collection process uses two types of data, the first is primary data which includes LHR data and the second is secondary data which includes literature and literature studies. In this research the data analysis technique uses Microsoft Office Excel which is to calculate the budget plan and Autocad for drawing. For calculation procedures adjusted to SNI -1732-1989. The results of the Average Daily Traffic Survey (LHR) obtained the total number of vehicles passing through by 21164 smp. The road to be planned is 3 Km long and 4 m wide. Calculation of pavement thickness using the laston AC-WC is 2.50 cm thick and will be planned to be 4 cm thick. The planned budget (RAB) for the road planning is Rp. 2,613,171,000.00 (two billion six hundred thirteen million one hundred seventy-one thousand rupiah).
Batu Putih村的白石矿是苏梅内普县的自然资源之一,正好位于Sergang街-景空桥243号8公里处。这条路是通往白石矿区的唯一通道。目前路面状况受损,干扰了白石的分布过程,因此需要良好的厚路面规划。苏梅内普县巴都普提市243号桥柔性路面厚度规划及柔性路面施工成本定量研究。数据收集过程中使用了两种类型的数据,第一种是主要数据,包括LHR数据,第二种是次要数据,包括文献和文献研究。在本研究中,数据分析技术使用Microsoft Office Excel进行预算计划的计算,Autocad进行绘图。计算程序调整为SNI -1732-1989。平均每日交通量统计调查的结果,计算出以21164个smp为单位,过往车辆的总数。拟建的道路长3公里,宽4米。使用最后一层AC-WC计算的路面厚度为2.50厘米厚,计划厚度为4厘米。道路规划的计划预算(RAB)为Rp. 2,613,171,000.00(二十亿六亿一千三百万元印尼盾)。
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引用次数: 0
Kajian Pengetahuan Dan Sikap Pekerja Terhadap Keselamatan Dan Kesehatan Kerja (Studi Kasus Pada Proyek Avian Tower Surabaya) 工人对工作安全和健康的知识和态度研究(Avian Tower泗水项目的案例研究)
Pub Date : 2019-09-30 DOI: 10.25139/jprs.v2i2.1931
Rezha Mahendra, Kusnul Yakin, Maulidya Octaviani Bustamin
Along with the rapid pace of development of multi-storey building construction in indonesia, the role of eork accident risk control is felt to be increasingly important. Instead in reality, the application of the occupational safety and health management system (SMK3)  is still often overlooked. This is indicated by the high number of work accidents. The purpose of this study was to determine the effect of K3 knowledge and worker attitudes on awareness of K3 behavior in the Avian Tower project partially or jointly. This study focuses on the finishing process of the construction of the Avian Tower project. The research method uses qualitative data collection techniques by distributing questionnaires to get responses about potensial hazards or the risk of workplace accidents. Data is processed usng the SPSS 21 computer appication program to obtain validity and reliability. The results of the research obtained from the validity test suggest that all variables are valid because the value of the relationship (r count) is greater tha the significance level (r table). For the reliability test of all variables, the alpha cronbach’s value is > 0.6, then it is declared reliable and based on the F test, the T test and coefficient o determination show if there is a significant influence between knowledge (X1), atttude (X2), K3 (Y). There is a positive effect of K3 knowledge on awareness of K3 behavior with evidence of t count > t table (3,765>2,032). there is positive influence on attitudes toward awareness of K3 behavior with evidence of t count > t table (2,134>2,032). there is a positive influence of knowledge and attitude towards awareness of K3 behavior with evidence of F count > F table (23,093>3,28).
随着印尼多层建筑建设的快速发展,工程事故风险控制的作用越来越重要。相反,在现实中,职业安全卫生管理体系(SMK3)的应用仍然经常被忽视。大量的工作事故表明了这一点。本研究的目的是确定K3知识和工人态度对鸟类塔项目中K3行为意识的部分或共同影响。本研究的重点是禽塔项目施工的精加工过程。研究方法采用定性数据收集技术,通过分发调查问卷来获得有关潜在危害或工作场所事故风险的反应。使用SPSS 21计算机应用程序对数据进行处理,获得效度和信度。效度检验的研究结果表明,所有变量都是有效的,因为关系的值(r计数)大于显著性水平(r表)。对于所有变量的信度检验,alpha cronbach 's值> 0.6,则宣布其可靠,根据F检验,T检验和系数确定表明知识(X1),态度(X2), K3 (Y)之间是否存在显着影响,K3知识对K3行为的意识有积极影响,证据为T计数> T表(3,765>2,032)。对K3行为认知的态度有正向影响,证据为t count > t table(2134 > 2032)。知识和态度对K3行为意识有正向影响,证据为F count > F table(23,093>3,28)。
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引用次数: 2
Kajian Pengaruh Percepatan Waktu Pekerjaan Konstruksi Terhadap Biaya Proyek Bess Mansion Apartement Surabaya 研究建筑时间加速对贝丝公寓公寓项目成本的影响
Pub Date : 2019-09-30 DOI: 10.25139/jprs.v2i2.1930
A. Jaya, Kusnul Yakin, Maulidya Octaviani Bustamin
In the implementation of construction project activities there are thre things that influence the success and failure of the project: time, cost and quality. The success of a project is usually seen from the timing of completion which is relatively short but without neglecting the quality of the project work. Appropriate and targeted project management and management are required to ensure the time, cost, and quality of the project. This is certainly to avoid a variety of undesirable things such as late settlement, swelling costs, quality failures, and so on that could have an impact on project failure and the emergence of the cost of fines. The purpose of this study is to calculate changes in cost and time of project implementation with alternatives to additional working hours (overtime) comparing the results between normal and cost changes after the addition of working hours (overtime). The data used in this research is secondary data obtained from contractor implementing. Arrow diagram The results program are critical paths and cost increases due to the addition of working hours (overtime) while the result of the time cost trade off method is the acceleration of duration and the increased cost due to the acceleration of duration in any accelerated activity. The results of this study indicate that the total project time and cost under normal conditions is 508 days at a cost of Rp 22.240.655.701  with the addition of 3 hours of overtime work in the duration of crashing 485 days and at a cost of Rp 23.252.220.373,34
在建设项目活动的实施中,影响项目成败的因素有三:时间、成本和质量。一个项目的成功通常从完成时间来看,完成时间相对较短,但不忽视项目工作的质量。需要适当的、有针对性的项目管理和管理,以确保项目的时间、成本和质量。这当然是为了避免各种不希望发生的事情,如延迟结算,膨胀成本,质量失败等,可能会对项目失败和罚款成本的出现产生影响。本研究的目的是计算替代额外工作时间(加班)的项目实施成本和时间的变化,比较增加工作时间(加班)后正常和成本变化的结果。本研究使用的数据是从承包商实施中获得的二手数据。结果程序是关键路径和由于增加工作时间(加班)而增加的成本,而时间成本权衡方法的结果是持续时间的加速和任何加速活动中由于持续时间的加速而增加的成本。本研究结果表明,在正常情况下,项目总时间和成本为508天,成本为22.240.655.701卢比,在485天的工期中,加上3小时的加班,成本为23.252.220.373,34卢比
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引用次数: 0
Analisis Kinerja Simpang Tak Bersinyal di Simpang Mengkreng Untuk Perencanaan Jalan Tol Kertosono – Kediri 对于Kertosono - Kediri高速公路的规划,你有什么建议
Pub Date : 2019-09-30 DOI: 10.25139/jprs.v2i2.1866
M. S. D. Cahyono, Adhi Muhtadi, R. Wibisono
The mengkreng intersection is a very congested route because its location is near Nganjuk, Kediri and Jombang Regencies for the economic distribution of the West and East Java Provinces. Traffic engineering management is needed so that the intersection is not increasingly saturated. As a benchmark, traffic performance forecasting is carried out for 3 years from 2019 to 2022. Based on forecasting results, the Mengkreng intersection will decrease its DS value by carrying out the Kertosono - Kediri toll road development plan so that the DS value is below 1 (one). In 2019 the lowest DS was 0.79, while the highest DS was 1.61. While in 2022 the lowest DS is 0.45, while the highest DS is 2.72. The solution to deal with traffic congestion in 2045 is through traffic engineering and vehicle restrictions.
孟克伦十字路口是一条非常拥挤的路线,因为它的位置靠近西爪哇省和东爪哇省的经济分布的Nganjuk, Kediri和Jombang县。为了避免交叉口日益饱和,需要进行交通工程管理。作为基准,从2019年到2022年进行3年的交通绩效预测。根据预测结果,通过实施Kertosono - Kediri收费公路开发计划,梦坑交叉口将降低DS值,使DS值低于1(1)。2019年,最低DS为0.79,最高DS为1.61。而在2022年,最低的DS为0.45,最高的DS为2.72。2045年交通拥堵的解决方案是通过交通工程和车辆限制。
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引用次数: 2
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Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil
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