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Cerucuk. Prodi S1 T. Sipil.
Published by Universitas Lambung Mangkurat
ISSN : 25801295     EISSN : 25500155     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal internasional bidang teknik sipil seperti : sumberdaya air, struktur bangunan, mekanika tanah, transportasi dan manajemen konstruksi.
Arjuna Subject : -
Articles 55 Documents
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PERFORMANCE ANALYSIS OF TRAFFIC FLOW USING GREENSHIELDS, GREENBERGH, AND UNDERWOOD METHODS ON AHMAD YANI KM 40 MARTAPURA ROAD Cathleen Ariela T S; Rosehan Anwar
CERUCUK Vol 1, No 1 (2017): CERUCUK VOL. 1 NO. 1 JANUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i1.893

Abstract

Jl. Ahmad Yani km 40 investigated in order to determine the the level of service of the roads , as well as predictions made in order to determine the level of service of roads in the future.Three models of traffic through the model approach Greenshields, Greenberg and Underwood selected to serve as guidelines to get the Level of service on a road section. The model equations for the flow Banjarbaru- Martapurais Greenshield , maximum volume amounted to 2480.8 smp / clock speed and the amount of 25.64 km / hour and the density of 96.75 smp / km, while for the current Banjarbaru Martapura- obtained with models Underwood, the maximum volume amounted to 2634.4 smp / clock with massive speed of 26 344 km / hour and a density of 100 smp / Km.Based on these two models, the level of service of  Banjarbaru-Martapura is C and Martapura- Banjarbaru is  C. Then calculated the condition of the existing level of service is  F (DS> 1.00). Once that is done traffic diversion for all heavy vehicles and light vehicles partly as an alternative treatment. Administering these alternatives, the index level of service changed to C (DS <0.8).Keywords :Greenshield methods, Greenberg methods, Underwood methods, Prediction, and Solutions.
DESIGN OF PERKUWEN BRIDGE PART WAY LONG IKIS-LAMBAKAN PASER TANA PASER REGENCY PROVINCE EAST KALIMANTAN Humaira Afrila; Markawie Markawie
CERUCUK Vol 2, No 1 (2018): CERUCUK VOL. 2 NO. 1 JANUARy 2018
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v2i1.914

Abstract

Long Kali is a sub-district of Paser Tana Paser Regency Prov. East Kalimantan. In this sub-district have two village separate by a river, that is Perkuwen river, there is bridge has a broke. Whereas the village very needed a bridge because it is used as a transportation infrastructure for peoples and also passed by vehicles transporting oil palm yields . Therefore, the design of composite bridges made with spans 25 m and 7 m wide bridge.In this plan the analysis of Standard methods of loading refers to the bridge imposition For RSNI T-02-2005 about composite bridge structure design method, refers to RSNI T-03-2005 about Steel Structural Design For Bridge, SNI 03-1729-2002 about Steel Structures Planning Procedures and SNI 03-2847-2002 about Concrete Structures Calculation for Building.The result is used the main girder profile SH 950 x 400 x 16 x 32 and diaphragm WF 400 x 200 x 8 x 13. Vehicle floor plate thickness 20 cm using quality concrete  30 MPa and quality reinforcing steel reinforcement  360 MPa with subject dividers reinforcement D22- 100 and D12-100 mm. In using concrete pavement  30 MPa D22-100 mm staple reinforcement and shear reinforcement rebars quality D12-100 mm  360 MPa. Concrete abutment in the form  25 MPa at 2 m height and length of 8,5 m. Steel pipe pile foundations quality  25 MPa are 16 pieces with a length of 10 meters and a diameter of 0.4 m.Keyword: Bridge, composite, steel pipe pile.
PLANNING IMPLEMENTATION OF TIME ON REPEATING PROJECT WITH LINE OF BALANCE METHOD Cindy A. Usyor; Henry Wardhana
CERUCUK Vol 1, No 3 (2017): CERUCUK VOL. 1 NO. 3 MARCH 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i3.904

Abstract

Some projects have cleared units of similar or exactly the same on the field. Multi - unit project is classified as very rarely activities is in many cases arise from a general breakdown of activities into specific activities. The purpose of this research to determine the time required when using heading the Line of Balance as an alternative model of the development of housing projects in Banjarmasin in terms of implementation time. At the Permata Regency Perumnas V has a repetitive activity used Line of balance. LOB is a scheduling method that is "generally used for projects that have a repetitive activity this method is able reserves to demonstrate the utilization of resources, either in the form of labor, equipment or materials without interruption. LOB Application of the housing project. Permata Regency Perumnas V has a 118 days project completion time for 17 units and continuity of the work becomes more regular. By expanding the number of locations / units will work to accelerate the overall project completion time .Keywords : Time Line of Balance, Precious Regency
RIGID PAVEMENT DESIGN NATIONAL ROAD REGION II SOUTH KALIMANTAN PROVINCE SIMPANG HANDIL BAKTI-MARABAHAN ROAD (KM 11+350 - KM 16+350) REGENCY OF BARITO KUALA Siti Muliani; Yasruddin Yasruddin
CERUCUK Vol 1, No 2 (2017): CERUCUK VOL. 1 NO. 2 FEBRUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i2.899

Abstract

Simpang Handil Bakti-Marabahan Road is one of the provincial highways whose traffic activity is quite high. As a road that plays an important role in this road segment is still experiencing transportation problems, namely: increasing the amount of traffic, especially on heavy vehicles that result in easy pavement damage. Therefore, it is necessary to select suitable pavement alternatives for use at this location in accordance with road conditions and the environment. This thesis aims to calculate the pavement thickness and cost draft of Simpang Handil Bakti-Marabahan road.On the roads studied, the road pavement used is a rigid pavement structure (Rigid Pavement) which calculations using the Road Pavement Design Manual No. 4. 02 / M / BM / 2013 which is controlled by the Pd T-14-2003 Method and for the calculation of the cost budget using the Work Unit Price (AHSP) 2013 guideline. The total length of the segment to be used is 5000 m.The results obtained for the road width of 7 m shoulder width 2 x 1.5 m, new pavement includes rigid pavement with 275 mm thick, with LMC thick and Class A Aggregate layer of 150 mm. Budget Costs obtained for Rp. 28.2 million according to the specified unit price.Keywords: Rigid Pavement, Manual Design Method of Pavement Road No. 02 / M / BM / 2013, Method Pd T-14-2003.
PERFORMANCE ANALYSIS OF URBAN ROADS JALAN A. YANI KM. 34, BANJARBARU Idham Kholid; Rosehan Anwar
CERUCUK Vol 1, No 1 (2017): CERUCUK VOL. 1 NO. 1 JANUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i1.894

Abstract

Banjarbaru is one of the major cities in southern Kalimantan. To support the improvement of the economy in the city Banjarbaru certainly one of the factors that influence is the road infrastructure in order to facilitate social activities, economy as well as the flow of goods and services. Jalan Ahmad Yani km. 34 Banjarbaru merupaka road sections that describe the traffic conditions Banjarbaru so it is important to know the performance of these roads now and in the future datang.Ruas Jalan A. Yani km 34 there is an area surrounding shopping area and the market. Therefore, it is necessary to predict the performance of the road section to the increasing number of motor vehicles in the future, as well as alternative treatment to break down these roads congestion problem.The method used in order to obtain the performance of road A. Yani km MKJI 1997.Dari 34 refers to the survey conducted, the data obtained Volume (V), travel time, as well as side constraints. As well as geometric data also obtained the necessary roads and secondary data, the number of urban dwellers Banjarbaru to complete the data to a multiplier to seek capacity.From the analysis of the data later obtained a maximum current capacity of 3207.60 Banjarmasin Banjarbaru-smp / h and a maximum current capacity of 3239,676 Banjarbaru Banjarmasin-smp / hour. Later obtained also the highest volume flow-Banjarmasin Banjarbaru amounted to 2071.2 smp / hour and the flow of 2093.7 Banjarbaru Banjarmasin-smp / hour. So we get the highest for both current DS of 0.64 with ITP B.Kemudian made predictions and found that the performance of road A. Yani km 34 worsen in the next three years and should be handling. Handling taken include the widening of the road and traffic diversion on busy hours on the road ringan.Pelebaran vehicles intended to increase road capacity while traffic diversion intended to volume decreases.Keywords: MKJI 1997, Prediction, Solutions.
DESIGN OF LANDSLIDES TREATMENT WITH COUNTERFORT WALL ON CITY LIMITS ROADS TANAH GROGOT-LOLO KUARO, PASER REGENCY, TANA PASER, THE PROVINCE OF KALIMANTAN TIMUR Adhitya Prakarsa Aji; Markawie Markawie
CERUCUK Vol 2, No 1 (2018): CERUCUK VOL. 2 NO. 1 JANUARy 2018
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v2i1.916

Abstract

The landslides occurred on city limits roads Tanah Grogot-Lolo Kuaro, Paser regency, Tana Paser, causing depletion of the smooth flow of transport from the city towards Grogot Lolo-Kuaro or vice versa. Landslides 8 meters height and 50 meters length. The landslides occurred in September 2015 caused by high rainfall and bad drainage system. So it needs to be done the landslides treatment using retaining wall with Counterfort.The methodology of this planning, first to calculate the forces acting on the retaining walls of the soil due to traffic load and soil stockpile with method of Rankine. Continued calculation of the forces acting on the stake piles using the method of Meyerhoff and Skempton. Then do the calculations to determine the group efficiency of stake piles using Brooms method analysis. After the stake piles were declared safe against lateral load and bearing capacity, perform the calculation of reinforced concrete of soil retaining walls. After that the retaining walls and stake piles of the foundation soil is modeled and analyzed using the Geo Studio software to get the safety factor of the design. Lastly, the calculated volume of work and unit price of the retaining walls to get a budget plan costs.After the retaining walls design brings about a result that is, the dimensions of the walls with 8 m height is 4.2 m width foot wall, 0.6 m high to the foot of the wall and the lower part of the wall width, 0.3 m width of to the top of the wall, 0.4 m for a width of Counterfort and 3 m for the distance between Counterfort with lateral load 63.756 tons. Stake pile received 25.867 tons of vertical load and 9.099 tons of lateral load. Safety factor of slopes after landslides treatment modelled with software Geo Studio, resulting in a value of safety factor 2.956 (> 1.25) which can be said to be secure. Based on the calculation of volume and unit price work, retaining wall Counterfort cost is Rp. 3,572,350,220.0-Keyword: Landslide, Retaining Wall, Counterfort, Slopes Stability
ANALYSIS SERVICE LEVEL AHMAD YANI ROAD SEGMENT KM. 7 DISTRICT OF BANJAR Dyah Ayu Vertikasari; Rosehan Anwar
CERUCUK Vol 1, No 3 (2017): CERUCUK VOL. 1 NO. 3 MARCH 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i3.905

Abstract

Banjar Regency is one of the areas with a solid growth growth rate. This resulted in the increasing number of vehicles can lead to movement of large traffic flows. Therefore, research needs to be done on the level of service on the road Ahmad Yani Km. 7 in order to determine the need for handling or not.The method used is the analysis of three models Greenshields, Greenberg, Underwood, and method Manual Capacity Road Indonesia (MKJI) 1997 provides guidance to get the level of service road from a road.The model equation for Banjarbaru-Banjarmasin flow direction is Greenberg model, y = -18.25 ln (x) + 113,63, R value 0,914 with maximum volume 3396,383 smp / hour, while for Banjarmasin- Banjarbaru with Greenberg model is y = -19.31 ln (x) + 119,66, R value 0,854, and obtained when maximum volume equal to 3489,146 smp / hour. With MKJI 1997 method, the capacity of 4280,76 pcu / hour for both traffic flow.Based on the predictions made, the results obtained that in the first year, the level of service on the road Ahmad Yani Km. 7 Banjarmasin has entered the F category and needs to be handled. The solution that can be given is by maximizing the use of public transportation and in the form of transfer of the road by using alternative path. Keywords: Greenshields, Greenberg, Underwood, MKJI, Prediction.
TRAFFIC FLOW ANALYSIS MKJI METHOD AT JALAN TRANS KM 33 KUALA KAPUAS CENTRAL Lisa Hardika; Rosehan Anwar
CERUCUK Vol 1, No 2 (2017): CERUCUK VOL. 1 NO. 2 FEBRUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i2.900

Abstract

Trans Kalimantan road is the liaison between the Province of central Kalimantan and South Kalimantan. Trans Kalimantan Road Km 33 is calculated by BM from Banjarmasin included in the Central Kalimantan region if by address, name is Jalan Trans Kalimantan km.10,5. Given the importance of the Trans Kalimantan Km.33 as land transport infrastructure, where the road was also no shops, markets, The Education Facility increased  to make Volume Vehicle Specific hours and Settlement Region The fast growth, resulting in the emergence of movements - Traffic and Goods Movement. For that,  need to do research the existing condition about: capacity, V/C ratio, Level of Service (ITP), is where the future costs  road and in terms of how predictive condition going forward with Highway Capacity Manual Indonesia (MKJI), and other problems well as alternative problems that exist in the way it can be known. To review research methodology, conducted at sta.00 + 200-00 + 400 with  primary and secondary data retrieval. The results obtained Existing Condition Namely on (DS) 0.45 ITP B, Prediction 5 Years 0.58 ITP C DS, DS 0,75 Predictions 10 Years ITP D. And handling the Best taxable income Next 10 Years is a ring road motorcycles with ITP B.   Keywords: Capacity, Level of Service, Prediction, MKJI.
ANALYSIS OF TRAFFIC FLOW PERFORMANCE COMPARISON METHOD USING MKJI, MODEL GREENSHIELDS, GREENBERG, AND UNDERWOOD AT JALAN AHMAD YANI KM.32 BANJARBARU (STA 32+450 - 32+650) Said Lutfi Zainur Hamid; Rosehan Anwar
CERUCUK Vol 1, No 2 (2017): CERUCUK VOL. 1 NO. 2 FEBRUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i2.898

Abstract

Traffic flow is one component that can not be separated from other components such as social activities, economic, cultural, demographic and land use patterns. Along with the growth in traffic flows is increasing rapidly, there will be traffic density. This is because the capacity density of motor vehicles on the road are huge numbers, this can cause congestion.Three models of traffic through the model approach Greenshields, Greenberg, Underwood and Indonesian Highway Capacity Manual (MKJI) 1997 provides guidelines to obtain Level Road Service of a road section.The equation for current models Banjarmasin heading Underwood Banjarbaru the model with the equation y = 63,588e-0,012x and the R value of 0.611 with a maximum volume of 2412.81 smp / hour, while for the current Banjarbaru heading to Banjarmasin obtained with the Model Greenberg equation, y = -13,75ln (x) + 88.767 and the R value of 0.476, obtained when the maximum volume amounted to 3218.98 smp / hour. Based on the predictions made, showed that in the 4th and the 5th level of service on the road Ahmad Yani KM.32 Banjarbaru is the category of class E and F. Thus it is necessary for handling that service levels can be increased and become more good. Keywords: Greenshields, Greenberg, Underwood, MKJI, Prediction.
THE COMPARATIVE ANALYSIS OF THE PERFORMANCE OF TRAFFIC FLOW USING MKJI METHOD, GREENSHIELDS MODEL, GREENBERG, AND UNDERWOOD ON THE WAY THE BASIS OF ULIN BANJARBARU KM.23 BANJARBARU (STA 23+450 - STA 23+650) Jauhari Efendi; Rosehan Anwar
CERUCUK Vol 3, No 1 (2019): CERUCUK VOL. 3 NO. 1 JANUARY 2019
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v3i1.1104

Abstract

Traffic flow is one of the components that cannot be integral part with other components such as social activity, economic, cultural, population and land use patterns. Along with the growth of traffic flow increased rapidly, then there would be the density of traffic flow. This is because the density of the capacity of the motor vehicle on the street are very much, this can lead to delays.Three model approach through traffic Greenshields model, Greenberg, Underwood Manual and the capacity of the way Indonesia (MKJI) 1997 provide guidance to get the level of service of the road from a roads.The model equation for the flow of Banjarmasin to Banjarbaru namely model greenberg with equation y = -39,9ln(x)+179,7 and value of R of 0,7312 with maximum volume 1326,38 smp/hour, while for the current Banjarbaru to Banjarmasin obtained similarities with Greenberg Model, y = -14,32ln(x) + 102,23  and value of R of 6638,38 obtained when the volume of the maximum of 460 smp/hour.Based on the prediction that done, obtained the result that in the year 4 and year 5 the level of services in the way of Ahmad Yani Km.32 Banjarbaru located on the category of class E and F. So the need to be done so that the level of services can be increased and become better.Key Words: Greenshields, Greenberg, Underwood, MKJI, prediction.

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