scholarly journals Penentuan Jarak Antar Tiang Penerangan Jalan Umum Untuk Jalan Lurus Dan Jalan Melengkung Pada Jalan Tol Ruas Lingkar Luar Jakarta W2 Utara Seksi I

2020 ◽  
Vol 12 (2) ◽  
pp. 121-130
Author(s):  
Ersalia Dewi Nursita

The Jakarta Outer Ring Road North W2 Section I has a different road width and also an interchange that is curved like a circle. On this toll road the distance between the piles used in both type of road is the same, that is equal to 30 m. Determination of the distance between the poles of the street lighting for straight roads and curved paths in this thesis using the phytagoras method. Where the distance between the lampposts for a straight road with the width of the road ranges from 4.5 m to 14.5 m from the calculation results require the distance between piles of 21.09 to 29.85 (<30 m) this results in less lighting standard. And for the width of the road ranging from 15.5 m to 30.5 m from the calculation results require the distance between the piles of 31.01 m to 50.82 m (> 30 m) which results in waste in the installation of the number of poles. Whereas for curved roads with a road width of 7.5 m for the placement of light poles in the arches of the road requires a smaller distance between piles of 20.96 m (<30 m).

2018 ◽  
Vol 121 ◽  
pp. 105-113
Author(s):  
Piotr Jaskowski ◽  
Piotr Tomczuk

Control of road lighting condition is a key factor in maintaining high standards of lighting and traffic safety for both drivers and pedestrians. Currently, street lighting measurements are taking place mainly at the reception of newly designed installations. It is also necessary to control the lighting status of already operating installations in order to maintain the assumed lighting parameters and carry out their possible maintenance. The article presents the method of measuring luminance using a point and matrix meter in the context of normative requirements.


2018 ◽  
Vol 14 (1) ◽  
pp. 355
Author(s):  
Charles R. Ngangi ◽  
Melsje Yellie Memah

This study aims to describe (1) implementation and (2) mechanism of land acquisition compensation for Manado-Bitung Toll Road development in North Minahasa Regency based on Law No. 2 Year 2012. The research was conducted on the object of Manado-Bitung Toll Road development of North Minahasa Regency. The study conducted from October 2017 to April 2018. The method used in this research is descriptive qualitative method. Determination of sample method used purposive sampling method. The research found that (1) in the process of land procurement implementation at the stages: (a) planning and (b) the preparation stage were not implemented properly. Initial data not available, multiple location revision fixes, and public consultations not implemented; (c) at the implementation stage by task force A and task force B are constrained by the absence of landowners, no land boundary markers, also at certain track terraces or point of the middle of the road there are coordinate differences, lack of building and plant appraisers, and land ownership issues; at stage (d) the delivery of the results has not yet been delivered as there are still areas ofland that have not been released yet. As for (2) The mechanism for appraisal of compensation is found in stage (a) Determination of Land Appraisal by the Chief of Land Acquisition Officer in the implementation of appraisal by appraissal person there is delay of nominative submission; at stage (b) deliberations that occur are only limited to the determination of the form of indemnity and not the determination of the value of the indemnity. Whereas the determination of compensation value based on deliberation can prevent the occurrence of disagreement which will potentially the occurrence of dispute to the court can even cause riot, third stage (c) there is a consignment for compensation in court due to the existence of parcels that have no agreement in terms of the amount of compensation and still there dispute over land ownership.


2018 ◽  
Vol 229 ◽  
pp. 03016
Author(s):  
Haptiwi Tri Yuniar ◽  
Bayu Martanto Adji ◽  
Benny Hidayat

Currently, due to the limitation of funding, the national road maintenance programs in West Sumatra which were based on the output from IIRMS (Indonesian Integrated Road Management System) cannot be fully implemented. In order the road maintenance can be carried out effectively according to parameters considered, the ranking of roads priority must be determined. In this study, analyzes were conducted in the determination of national road maintenance priorities. The parameters used are SDI, IRI, road width, and V / C ratio. The methods used were the AHP (Analytical Hierarchy Process), IPA (Importance Performance Index) modification, and CSI (Customer Satisfaction Index) modification. In the study also evaluated the effectiveness of road maintenance program which was made by Satker P2JN, BPJN III compared to the result of the analysis. The result shows that there was still ineffectiveness of road maintenance programs made by BPJN III.


2019 ◽  
Vol 2 (1) ◽  
pp. 488
Author(s):  
F. Kristifani Haryanto ◽  
Hanafi Tanawijaya

Serpong-Cinere Toll Road with a length of 10.14 km is part of the Jakarta Outer Ring Road 2 (JORR II) which connects South Tangerang with Depok City that crosses several regions, such as Jombang, Ciputat, Pamulang, Pondok Cabe and Cinere. The construction of this toll road was carried out based on Law Number 2 of 2012 concerning Land Procurement for Development for Public Interest. In the construction of this toll road, it certainly requires land from the people who live around the development toll road so that toll road operators must provide compensation. Compensation for land and buildings for residents is given in the form of money, while compensation for houses of worship and other public facilities is provided in the form of replacement land. Is the mechanism for transferring places of worship and public facilities has been carried out in accordance with Law Number 2 of 2012? Author using normative research methods and doing research by interviewing toll road operators as supporting data. The results of the study indicate that the mechanism for moving houses of worship and public facilities has been carried out according to Law Number 2 of 2012 and other law and regulation, namely Law Number 41 of 2004 concerning Endowments.


2011 ◽  
Vol 89 (1) ◽  
pp. 103-107 ◽  
Author(s):  
J.-Ph. Karr ◽  
L. Hilico ◽  
V. I. Korobov

High resolution ro-vibrational spectroscopy of H 2+ or HD+ can lead to a significantly improved determination of the electron to proton mass ratio me/mp if the theoretical determination of transition frequencies becomes sufficiently accurate. We report on recent theoretical progress in the description of the hyperfine structure of H 2+ , as well as first steps in the evaluation of radiative corrections at order mα7. Completion of the latter calculation should allow us to reach the projected 10−10 accuracy level and open the road to mass ratio determination.


2011 ◽  
Vol 2011 ◽  
pp. 1-8 ◽  
Author(s):  
M. Marchetti ◽  
M. Moutton ◽  
S. Ludwig ◽  
L. Ibos ◽  
V. Feuillet ◽  
...  

Thermal mapping has been implemented since the late eighties to establish the susceptibility of road networks to ice occurrence with measurements from a radiometer and some atmospheric parameters. They are usually done before dawn during wintertime when the road energy is dissipated. The objective of this study was to establish if an infrared camera could improve the determination of ice road susceptibility, to build a new winter risk index, to improve the measurements rate, and to analyze its consistency with seasons and infrastructures environment. Data analysis obtained from the conventional approved radiometer sensing technique and the infrared camera has shown great similarities. A comparison was made with promising perspectives. The measurement rate to analyse a given road network could be increased by a factor two.


2014 ◽  
Vol 698 ◽  
pp. 466-471
Author(s):  
Oleg V. Panchenko ◽  
Alexey M. Levchenko ◽  
Victor A. Karkhin

Specimens of various sizes are used to determine hydrogen content in deposited metals in such standards as ISO 3690, AWS A 4.3, and GOST 23338 while measuring methods are the same. It causes problems in comparison of experimental results and brings up the following question: what kind of specimen size is optimal to determine hydrogen content? An optimal specimen size was estimated using a calculation method. Experimental and calculation results obtained by using specimens with estimated dimensions were compared to the results obtained by using the specimen with dimensions of 100*25*8 mm to determine hydrogen content in a deposited metal.


1949 ◽  
Vol 22 (1) ◽  
pp. 259-262
Author(s):  
J. F. Morley

Abstract These experiments indicate that softeners can influence abrasion resistance, as measured by laboratory machines, in some manner other than by altering the stress-strain properties of the rubber. One possible explanation is that the softener acts as a lubricant to the abrasive surface. Since this surface, in laboratory abrasion-testing machines, is relatively small, and comes repeatedly into contact with the rubber under test, it seems possible that it may become coated with a thin layer of softener that reduces its abrasive power. It would be interesting in this connection to try an abrasive machine in which a long continuous strip of abrasive material was used, no part of it being used more than once, so as to eliminate or minimize this lubricating effect. The fact that the effect of the softener is more pronounced on the du Pont than on the Akron-Croydon machine lends support to the lubrication hypothesis, because on the former machine the rate of wear per unit area of abrasive is much greater. Thus in the present tests the volume of rubber abraded per hr. per sq. cm. of abrasive surface ranges from 0.03 to 0.11 cc. on the du Pont machine and from 0.0035 to 0.0045 cc. on the Akron-Croydon machine. On the other hand, if the softener acts as a lubricant, it would be expected to reduce considerably the friction between the abrasive and the rubber and hence the energy used in dragging the rubber over the abrasive surface. The energy figures given in the right-hand columns of Tables 1 and 3, however, show that there is relatively little variation between the different rubbers. As a test of the lubrication hypothesis, it would be of interest to vary the conditions of test so that approximately the same amount of rubber per unit area of abrasive is abraded in a given time on both machines; this should show whether the phenomena observed under the present test conditions are due solely to the difference in rate of wear or to an inherent difference in the type of wear on the two machines. This could most conveniently be done by considerably reducing the load on the du Pont machine. In the original work on this machine the load was standardized at 8 pounds, but no figures are quoted to show how abrasion loss varies with the load. As an addition to the present investigation, it is proposed to examine the effect of this variation with special reference to rubbers containing various amounts and types of softener. Published data on the influence of softeners on the road wear of tire rubbers do not indicate anything like such large effects as are shown by the du Pont machine. This throws some doubt on the value of this machine for testing tire tread rubbers, a conclusion which is confirmed by information obtained from other workers.


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