digest TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN 2013

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1 digest TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN 203 ZAGREB, 204

2 Publisher: HRVATSKE CESTE d.o.o. Management, construction and maintenance of State roadways. Zagreb, Vončinina 3 PROMETIS d.o.o. Traffic projects, design, research and development. Zagreb, Cvijete Zuzorić 5 Legal heir to the Traffic Science Institute. Zagreb TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN 203 digest For publisher director: Authors: Data processing: Contributors: Publisher's coordinator: Graphical design: Photo: English translation: Editors: Edition: Milorad Božić, dipl. ing. Milorad Božić, dipl. ing., Dinko Kopić, dipl. ing., Franjo Mihoci, dipl. ing. Dinko Kopić, dipl. ing. Vlado Risek, Ljiljana Marinković, Dražen Biškup Danijel Brkić, dipl. ing. Mr. sc. Nenad Marold Dražen Biškup, flickr, CCN - images Jasna Blažičko, prof. Milorad Božić, dipl. ing., Dinko Kopić, dipl. ing. 5 copies PROMETIS d.o.o., Zagreb, May 204

3 All rights of copying or reproducing this publication or its parts exclusively reserved by Hrvatske ceste d.o.o. Citation is required when using the data.

4 CONTENTS. INTRODUCTION TRAFFIC COUNTING SYSTEM ON THE ROADWAYS OF CROATIA AADT AND ASDT WITH GENERAL DATA ON COUNT SITES AND SECTIONS STATE ROADS AND MOTORWAYS: TOLL-PAID TRAFFIC COUNTING FERRY LINES VEHICLE TRANSPORTATION APPENDIX Common abbreviations and terms State Road Network, Traffic Count Sites Distribution (as on 3 December 203) 6.3. State Road Network, Traffic Volumes on Selected Road Directions

5 TABLES Table 2.. Structure of the Croatian road network in Table 2.2. Structure of the registered road motor vehicles and articulated vehicles in Croatia in the period from 2007 to Table 2.3. Selected road traffic safety data in the period from 2003 to Table 2.4. Count sites distribution by traffic volumes in Table 2.5. Count sites with highest AADT and ASDT in Table 2.6. Selected State roads traffic in the years 202 and Table 2.7. Motorways traffic in the years 202 and Table 3.. Table 3.2. Table 3.3. Average annual and average summer daily traffic with general count sites data State roads... 9 Average annual and average summer daily traffic with general count sites data Motorways Average annual and average summer daily traffic with general count sites data County roads... 3 Table 5. Ferry lines AADT and ASDT in the year

6 INTRODUCTION

7 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest. INTRODUCTION Traffic Counting on the Roadways of Croatia in 203 contains selected results of traffic counting on Croatian roads during the year 203. Systematic traffic monitoring and data collection on the roadways of the Republic of Croatia began in 97. A traffic counting program that was in the year 203 implemented for the forty-third time in succession, served to collect essential data about the traffic flow characteristics. This created a basis for publishing "Traffic Counting on the Roadways of Croatia in 203", where basic, and selected information obtained through this program, as well as the results of a subsequent data analysis, were comprehensively brought out. The importance of continuous creation of a traffic information database is manifold. Analysis of the data collected through the counts, and afterwards thoroughly processed, enables grasping the basics of roadway traffic. These concepts are indispensable for conceiving and carrying out an efficient traffic policy, and knowledge acquired this way is absolutely necessary for putting in place a sensible road management program. A rational and efficacious management, comprising research, planning, design, construction, rebuilding, and maintenance of the roads would be, otherwise, nowadays virtually impossible. The objectives of traffic counting are recognized as systematic collection of data on traffic volume and patterns, together with temporal, i.e. daily, monthly, and yearly, variations cross the whole roadway network. A special emphasis is put on the roads of international significance, since the indicated targets conform to the Recommendations of the Interior traffic Committee of the Economic Commission for Europe of the UN. Therefore, certain results of the traffic counts performed in Croatia during 203 will be, besides domestic users, delivered to the users outside the country. Traffic counting objectives determine the contents of the publication and its digest. Therefore, published data has been presented by road classes and by types of data collection. Additionally, the data on vehicles transported by Croatian domestic ferry lines is presented. Chosen results of the traffic counting analysis for the year 203 have been given both analytically and graphically. Likewise, the publication and its digest encompass descriptions and central points of the data acquisition and the subsequent analysis. Ever since the start of a systematic traffic counting process in Croatia, in 97, its continuous development has been under way. The research portion of that work has been contributing on its own, particularly regarding the methodological, technical, and technological components. The traffic counting system was gradually being enhanced and enriched according to a plan. Presentation of the results of a respective data analysis accompanied that development as well. In the year 204, dedicated report targeting free flow vehicle speeds on 30 selected posts on the State roads was produced for the first time, based on previously established methodology. A regular annual publication containing traffic data, as well as its companion digest, ensures continuity regarding the data presentation, considering its comparability with data discussed in a number of previous publications. Regarding the periodicity of the publication and its digest, and in order to make it simple for a reader to work through it, the forementioned comparability with the earlier published data has been retained. Therefore, this digest has preserved its obvious contents and looks, this time consisting of six chapters. Following the first chapter "Introduction", the second chapter goes on to present historical review of traffic counting and describe the basic characteristics of the methodology of data collection, processing and presentation, under the title of "Traffic Counting System on the Roadways of Croatia". That description is given according to the methods of 2

8 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest counting currently in use inside the country. These methods include automatic counts, continuous and periodical, together with toll-paid vehicle counts. Moreover, similar to the past publications, this chapter contains the basic facts on the roadway infrastructure (length of classified roads), the road vehicles (number of registered vehicles by categories), and the state of security of the road traffic (number of dead and injured persons, along with the count of accidents). A short, generalized, analysis of the traffic counting results for the year 203 is given at the end of the chapter. The third chapter bears the title "AADT and ASDT with General Data on Count Sites and Sections". The calculated AADT and ASDT values at particular counting sites represent its basic contents, and the values of AADT and ASDT are given separately for State roads, motorways and county roads. Moreover, for each of the count locations other usual data is given. Data for the specific count sections is presented as well, with the method of counting explicitly denoted. The fourth chapter "State Roads and Motorways: Toll-paid Traffic Counting" includes selected results obtained through data processing, where the numbers have been collected at locations indicated therein. This method of counting is applied at toll bars - all of them located on motorways, except for toll stations "Krk Bridge" on the State Road 02, "Karamatići" on the State Road 425 and "Tunnel Sveti Ilija" on the State Road 532. The fifth chapter is named "Ferry Lines Vehicle Transportation" and it deals with quantity of road vehicles transported by sea ferry lines between mainland and islands. The final, sixth chapter is named "Appendix". Apart from giving a clue as to the acronyms and terms used in this digest, they enclose two cartographic displays. The first shows the count locations topography in 203, while the second of them reveals the traffic volume at chosen road directions over the year. To alleviate the understanding of methodological peculiarities and the like, the opening parts of each chapter hold appropriate explanations. 3

9 TRAFFIC COUNTING SYSTEM ON THE ROADWAYS OF CROATIA 2

10 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest 2. TRAFFIC COUNTING SYSTEM ON THE ROADWAYS OF CROATIA 2.. HISTORICAL REVIEW Systematic examination of the traffic characteristics at Croatian roads began in 97, with introduction of a road traffic counting program. From that year on, the findings about roadway traffic were augmenting by continuously increasing the quality and quantity of data collection. We emphasize that all the way from 97 until now the counting has been performed in compliance with the methodology of data collection and processing, brought forth in Recommendations of the Committee for Interior Traffic of the Economic Commission for Europe. It should be emphasized here that in the beginning of the systematic traffic counting mostly international E- roads were included. As needs and possibilities were mounting, the scope of the counts was accordingly expanding. Today the count locations are set predominantly at the State roadways, to a lesser extent at the county roads. The oldest way of counting, the so-called manual traffic counting, used to be the only method of counting in early days of systematic traffic counting. During the year of 973, after the first Croatian fourlane motorway Lučko Karlovac was opened, tollpaid vehicle counting was introduced. A more substantial expansion of the traffic counting system was accomplished in 978 with launching of the stationary automatic traffic counters, inaugurating modern automatic traffic counting technologies. By introducing these automatic counters a continuous counting program was (had in view) to be realized. Upon acquisition, in 997, of the portable automatic counters, designed for periodic counting, they started to be used as well. This way periodical automatic traffic counting has been introduced inside the country, too. Replacement of the manual traffic counting program by periodical automatic counts was started according to a plan in 998. One of the more important novelties in the traffic counting system development here in Croatia emerged in 997, when portable automatic counters intended for periodical counts were included. The use of a more recent generation of automatic traffic recorders for permanent counts was initiated in 998, when 5 such counters were installed. These counters were capable of classifying the counted vehicles according to their lengths. Three stationary automatic counters of the most recent generation were installed at the State roadways in the first half of 999. Among others features, those counters can order the counted vehicles by classes and subclasses, while simultaneously enabling wireless remote connectivity. Therefore, after the counters were installed, remote two-way GSM communication between the counters and the computers in the company PROMETIS was experimentally tested. The first annual publication with systematically collected and processed data about the traffic volume counts, with the data for traffic counted through 97, was published in 972. Numerous and different improvements in the traffic counting system contributed to successive additions to the contents of regular annual issues. Both quantity and quality of the published data improved all along. Similar to the equivalent, regular or periodic, publications containing selected data, diverse analytical needs called for comparability of data in the series over the years. Paying attention to some well-founded user recommendations, which are always welcome, also bears importance for the overall contents. Besides the data published here, numerous data and reports on the counted traffic are delivered to other users. In that fashion certain, by special data processing obtained, results and related reports (e.g. about traffic on E-roads, also about road traffic at all roads State-wide) are passed to the Croatian Bureau of Statistics. Starting with 997, certain data regarding E-roads is handed over to the TEM (Trans- European Motorway North-South) PCO (Project Central Office), and likewise the wanted Croatian traffic data is being delivered to the ECMT. 5

11 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest We are proceeding here with describing the basic setups of the methodology of collection, processing, analysis and presentation of results of the traffic counted at the Croatian roadways, with emphasis on the setups for traffic counting performed during the last year METHODOLOGY OF DATA COLLECTION A traffic counting plan is brought before the start of a calendar year by the Hrvatske ceste d.o.o. (Croatian Roads Ltd.). Therefore, in the Republic of Croatia traffic counting was performed at: State roads; tollgates at toll roads; county roads; ferry terminals. The methods of traffic counting (collecting data on quantity and structure at given count locations), used during the year 203, were as follows: automatic counts by stationary counters installed at the State roads, motorways and county roads permanent (continuous) counting; automatic counts by portable counters at the State roads and county roads periodical counting at representative time intervals; toll counts at tollways, the Krk Bridge, toll station "Karamatići", tunnel "Sveti Ilija" and at ferry terminals. A precondition to obtain statistically worth results is rational use of recorders assigned for periodical automatic counting, in representative time samples and with a special, for this purpose developed, data analysis. Periodical counts are, because of their advantages, invaluable if insight into traffic volumes at road sections left out of the automatic counts is wanted. To that end it is used in many countries. The publication Traffic counting on the roadways of Croatia in 203, contains processed data from 520 count posts. Additionally there are traffic data for 74 motorway sections, and associated virtual counting posts, derived from data collected on stations of closed toll systems. Count locations taken into consideration, with respect to their distribution by road status and count method, were: on State roads and motorways, 462, of which 208 refer to traffic counted by continuous automatic counting, 59 through periodical automatic counting and 95 by way of tolls; derived traffic data for 74 sections on toll-paid road structures from data collected on counting sites toll stations belonging to closed toll systems; on county roads, 33; of which 23 refer to traffic counted by continuous automatic counting and 0 through periodical automatic counting; toll-paid counting at ferry lines was carried through at 25 locations (ferry terminals) Periodical automatic traffic counting In 997, it was the first time the notion of periodical traffic counting was introduced in Croatia (the study Installation of a new traffic counting system in the Republic of Croatia, PROMETIS d.o.o.). Two methods of periodical counting are comprehended under that notion: the first is called manual, the second is known as periodical automatic traffic counting. The latter emerged as entirely new in Croatian traffic counting system, as much for the yearly schedule, as for the way of realization. It is performed with portable, automatic counters, at several occasions, every time through seven days. Of utmost importance is determination of the timetable, scheduling which weeks of the year, i.e. what combination of the weeks, should be used in counting. This is determinable only via simulations done on a relatively large sample, consisting of the files acquired by continuous automatic counting, through a period at our disposal, usually in consecutive three or more years. When it comes to choosing the weeks of the year, it is compulsory to set certain criteria. They are set up so that the relative estimation error of average daily traffic over a year (acronym AADT), and average daily traffic over a summer (acronym ASDT), do not leap above 0% of its absolute value, at the given level of significance. Besides that, the timetable is constrained by the requirement that this way of counting should be utilized in that part of the year when weather conditions bear a relatively marginal influence, in order to reduce down to the 6

12 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest least possible extent the exposure of recorders to a possible damage, making the best use of available equipment and work force. Memory limitations of these recorders are also taken into account, their restrictions regarding energy supplies as well. A simulation done on the sample compiled from the files of continuous automatic traffic counting data, originating from different selected periods, and with distinct possibilities of combining weeks and weekdays of the week of a suitable part of the year, has revealed how to set up a schedule (telling which weeks could be combined) for periodical traffic counting. Several requirements were acknowledged there, as: (a) in what part of the year the counts should be taken in order to avoid inconveniencies resulting from the weather conditions; (b) what is the least interruption period ensured between successive counts, to execute all the necessary steps for transfer of data from the counter, and preparing and setting the same counters at a new task; (c) which precision of estimates to impose, etc. At PROMETIS d.o.o., some special methods and techniques for processing data collected with these counters have been examined and developed. For periodical automatic counts the portable automatic counters of the American company Numetrics have been used. The counters were programmed for seven-day unbroken operation (from Sunday 00:00 until next Saturday at 24:00 hours). They were also programmed to assort the vehicles into five categories with respect to length: () vehicles not longer than 5.5 m, (2) over 5.5 m up to 9. m, (3) over 9. m up to 2.2 m, (4) over 2.2 m up to 6.5, and (5) above 6.5 m. Furthermore, such counters record temperatures and the state of the pavement (dry or wet), also being programmable for classifying vehicles by categories of speed at the counter. Moreover, the counters were memorizing the required information hour by hour, according to the set conditions, for seven consecutive weekdays. point at all of them is the ability to record traffic volumes at preset time intervals (cumulatively by hours), by the road tracks and vehicle headways, continually during 24 hours a day, all through the year. In order to collect as much data as possible, a continuous maintenance is required. Continuous automatic traffic counting in Croatia is conducted with the pavement-based, inductance loop counters, which react to the passage of metallic mass across. Nowadays generations of counters discriminate between the given classes and subclasses of vehicles. Owing to the modes of operation and added features of the utilized counters, periodic field inspections of the counters are performed. Immediately after the new recorders were introduced in 998, the need for autonomous solar energy supply was satisfied for the first time. At the most recent counters a two-way GSM communication through modems and appropriate computer programs, emulating remote data transfer, has been set and tested. This enables an instantaneous insight into intensity and structure of traffic at a data collection site, and a control of the correct operation and status of the instrument. The SMS delivery from a count location has also been solved in some cases, should these situations arise (for instance, delivering a message about the loop breakdown, or the case opening, and similar). Automatic recorders destined for continuous automatic traffic counting are relatively high-priced, limited in number. Therefore, they are deployed to include the once selected most important sections, at former "major roads" ("magistralne ceste"). Stationary counters of a newer generation were installed in the beginning of 998 (5 counters), and positioned in agreement with the adopted distribution of data collection sites of continuous automatic traffic counting, alongside the road network Continuous automatic traffic counting In continuous automatic traffic counting programs stationary automatic traffic recorders, installed at roadways, are in use. Various generations and varieties of these counters are used. The essential Toll-paid traffic counting Building and maintenance of contemporary roadways (motorways, bridges and tunnels) ask for substantial financial investments. Accordingly, a toll payment is demanded for their use. 7

13 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest There is a peculiarity of traffic counting at the motorways, the Krk Bridge, toll station "Karamatići" and tunnel "Sveti Ilija", lying in the fact that a vehicle passage is recorded on a data card, where the time, the vehicle class by the toll category, and the points of entry and/or exit from the toll roadway are included. Therefore, this type of traffic counting at toll-paid roadways represents a special method of traffic counting. Vehicles using these toll-paid roadways are divided in five groups that do not conform to the UN/ECE Recommendations. Ferry traffic takes place at domestic and international ferry lines. In this publication only the transportation data from the domestic ferry lines are presented. The counts of the vehicles transported at those lines render a particular kind of toll-paid counting. Data on the transported vehicles are carried for each line through a certain period, by vehicle classes. At domestic ferry lines, traffic counts are taken by the servicing companies. Within 203 the collected fund of disposable data collected through continuous automatic counts amounted to around 98%. Starting with 998, periodical automatic counting through portable recorders has systematically been introduced. With the year 2000 inclusive, this counting method fully replaced manual counts, in compliance with a three-year plan. Since in each of those years about one third of manual traffic count posts were replaced, in 200 a new cycle was started. At all count sites periodical traffic counting was performed according to one of the predetermined schedules (single, double, and triple counts). Upon programming the portable Nu-metrics NC-90A automatic counters, the counted traffic, expressed in vehicle numbers, is structured in the same fashion as with continuous automatic counts taken with the more recent traffic recorders. Unfortunately, during the years 2006 and 2007 periodical automatic counting was not performed according to established plan and methodology Sources of collected data in 203 As in the previously issued publications, traffic data collected at the roadways and ferry lines inside the Republic of Croatia was obtained from a few different sources. These were, for data collection in 203, by type: traffic data obtained with stationary counters belonging to "Croatian Roads Ltd." by "PROMETIS d.o.o."; traffic data obtained with portable automatic counters by "PROMETIS d.o.o."; traffic data on the motorways: A3, A4, part of A (intersection Bosiljevo 2 Čarapine), A5 and A by "Croatian Motorways Ltd."; traffic data on the part of the motorway A (Zagreb Bosiljevo 2), motorway A6, TS "Rupa" (A7) and the Krk Bridge by "Rijeka - Zagreb Motorway Ltd."; traffic data on the motorway A2 by "Zagreb Macelj Motorway Ltd."; traffic data for the motorways A8 (Kanfanar - Učka) and A9 (Umag Pula) by "BINA-Istra"; essential vehicle transportation data at domestic ferry lines by the companies "Jadrolinija", "Rapska plovidba" and "Linijska nacionalna plovidba" 2.3. METHODOLOGY OF DATA PROCESSING AND PRESENTATION OF RESULTS Data processing, and presentation of results of the analysis, is based on a specially developed methodology, by which the procedures involved in working on and applying the supporting software have been included. It incorporates all other procedures as well, which account for input procedures, reliability checks, corrections and preparations for data analysis, file creations, data processing and analyses, and textual, tabular and graphical production and presentation of the results in the form of a yearly publication and its digest, accompanied with a study containing previous ASDT data. A constant development of the information technology brings on along a continuous upgrade of methodology. That development is accompanied by the staff training, conforming to the user requirements. That way, in this respect, high standards have been reached at the present time. At this juncture it is particularly important to emphasize how in this manner a rich databank for the period 8

14 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest longer than twenty five years has been created, in particular from the automatic counters, which provides opportunity for variety of investigations, as much in the area of methodology itself, as in working on predictive models, traffic trends, and similar Data processing Collected traffic data is processed in several phases. The methods used for data collection influence the way it is processed. Basically, data processing starts with controlling and verifying the source data. A strong influence on the method and procedures used in data processing, as well as in development of methodology, is exerted by the information technology. In the span from the start of processing data collected by traffic counting until 987, after a multiple purification, the collected data were stored on paper and magnetic tapes. After 987, the data is stored on convenient electronic media. At this, the source data is kept in two versions, impure and purified, as the result of multiple checkouts and corrections of the original, raw data. All data, be it raw or pure, is organized by files. So, for example, a periodical traffic count file contains the files of all the sites of periodical counting. Moreover, a file for a single counting site contains sub-files, if every count is considered as a file on its own, etc. In similar fashion, other files of periodical traffic counting are organized. In continuous automatic traffic counting, a complete file consists of the component files of all automatic counting sites in a year. The files and certain results of data processing concerning the toll-paid vehicle counts, at roadways and ferry lines, are similarly organized. For each data processing method, corresponding to a procedure for computing AADT and ASDT, there is a characteristic, counterpart traffic counting method. The procedure of processing continuous automatic traffic counts data is based on the assumption that the counting encompasses all days or all hours of a year, respectively, which renders the deviations minute. On the grounds of the analyses of temporal series applied onto those counts, in cases when data for one driving direction was missing, it has been found the data can be replaced on the basis of relationships between the directions, established in a former period. Accordingly, when a complete coverage is reached through the counting, the AADT and ASDT are computed as the arithmetic mean of traffic, counted in the respective period. However, such an approach, if data is partly missing, which actually often happens, becomes downright questionable. When data is missing for a certain site of automatic traffic counting, which can cast ambiguity upon the computed AADT and ASDT (as arithmetic means for the corresponding counted traffic), the estimate is obtained using the intricate statistical methods. Data processing for tollways is based on a special procedure adapted for that method of collection and arrangement of data, as well as on a particular method of presentation of the results Presentation of the results of data processing The method of presentation of the results, and its organizing, was in the past all the time readjusted to the user s needs, while ensuring continuity of the basic principles in order to provide an easier orientation for the user. This publication was prepared heedfully to preserve the comparability of data in the yearly series. Besides the tabular and graphical presentation of the AADT and ASDT structure in different matrix varieties, and cartographic variations, there are also geographical presentations of the traffic count posts and volumes across the roadway network. In particular, a graphical survey of the daily traffic changes, by count posts, is to be noted. All the data processing results are not brought out in the annual publication, because of an assumption that all users would not be interested. Instead, they are delivered in the form of tables, graphs, or as a separate brochure with selected results, by requests, most often of the Croatian Roads Ltd.. Unpublished data collected by periodical automatic counts are: traffic by day, for each count location, with traffic of the real vehicles by hours and directions 9

15 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest Table 2.. Structure of the Croatian road network in 203 Classified Roads (km) Total State Roads County Roads Local Roads Motorways , , , ,7.43,* Source : "Official Gazette of the Republic of Croatia" 66/203 * This number includes planned, not constructed motorways. By the end of the year 203 Croatia had close to.270 km of constructed motorways, PROMETIS. structure of daily, nightly and average annual, 24- hour traffic for each count location with the corresponding means, by certain vehicle groups; ADT (24-hour) by count days, by count locations and directions; - composition of vehicles by length, by count hours, by count locations and directions; average temperatures of the pavement, by count hours. Unpublished data collected by continuous automatic counts can, if the occasion requires, be presented as: average hourly traffic for certain periods of year, and peek hour traffic, by count locations and directions; ADT (24-hour) by count weekdays, by count locations and directions; ADT (24-hour) for working days, Saturdays, Sundays and holidays, by count locations and directions; traffic distribution, at selected hours with heaviest hourly traffic, by count hours; traffic per each count hour, and maximum hourly traffic per each count day, by count locations and directions; structure of daily and nightly traffic OTHER ROAD TRAFFIC DATA On the grounds of the analyses of data obtained by traffic counts, it can be noticed there is a long-term tendency of continuous growth, when considering the development of road traffic inside the Republic of Croatia. This long-time trend happened to be temporarily disturbed by the war conditions. One can conclude the road traffic continues to gain in significance, especially when it comes to the passenger transport. Road traffic has numerous characteristics. The basic are, among various other features, the state of the Table 2.2. Structure of the registered road motor vehicles and articulated vehicles in Croatia in the period from 2007 to 203 Vehicle Class Year Mopeds Motorcycles Passenger Cars Vans and Minivans Buses Freight Vehicles and Work Vehicles Tractors Work Machines Articulated Vehicles Quadricycles Total, Without Articulated Veh Source: Ministry of Internal Affairs of the Republic of Croatia, Central Bureau of Statistics 0

16 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest Table 2.3. Selected road traffic safety data in the period from 2003 to 203 Year Drivers Total Traffic Accidents Total Traffic Accidents with Casualties Total With Injured With Killed Death Toll Injured Persons Source: Ministry of Internal Affairs of the Republic of Croatia road network, the vehicles taking part in traffic, the level of serviceability and safety, and environmental pollution. For the sake of generalized analyses, in this publication only basic data are shown about the road network, the number of registered motor and trailer vehicles, the number of drivers, and the safety of roadway traffic. The density of the classified road network, together with motorways, in 203 amounts to around 47 km of classified roads per 00 km 2 of the ground surface in the Republic of Croatia. The structure of the road network is given in Table 2.. Decisions on classifying roadways in Croatia are brought by the Ministry of Maritime Affairs, Transport and Infrastructure of the Republic of Croatia. The most recent "Decision on classifying public roads" was published in Official Gazette of the Republic of Croatia No. 66/203. In Table 2.2. the structure of the registered road vehicles, motorized and articulated, in Croatia for the period from the year 2007 to 203 is presented. The most conspicuous negative consequences of road traffic are accidents. The road traffic danger in our country is still high. Selected data, showing more precisely the state of domestic road traffic safety in the period from 2003 to 203, is displayed in Table 2.3. Considering the changes in road traffic volumes, level of traffic safety in Croatia is visibly becoming higher but there is still room for progress GENERALIZED ANALYSIS OF THE TRAFFIC COUNTING RESULTS IN 203 In the course of the past 203, traffic data were, as in previous years, in large part regularly collected from the planned counting sites. Therefore, this publication consists of processed data from 520 counting locations, which is the most since the beginning of systematic traffic counting in Croatia. Besides that, derived traffic data from 74 counting sections on motorways with closed toll system are published. Through 203, there were data collected and processed from 23 continuous automatic traffic counting sites, 69 periodical automatic counting sites, 95 toll-paid traffic counting locations at toll roads, and 25 ferry lines. Periodical automatic traffic counting, conducted with automatic recorders, replaces the people who recorded traffic at all previous permanent locations of manual traffic counting.

17 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest Table 2.4. Count sites distribution by traffic volumes in 203 Count Sites with Determined AADT AADT State Roads Motorways County Roads Total > Sites Total The Hrvatske ceste d.o.o. company, being in charge of the State roadways, organizes traffic counting at the roads of the Republic of Croatia. For that reason, a major part of the State public road network is included in the counting program. With a small number of count sites, a part of the county roads has been included as well. As it was emphasized already many times, despite the needs for international statistical research, the funding and other factors caused a situation where the other roads in Croatia, together with a still large number of the sections of the State and county roads, are not covered by a systematic traffic counting program. Because the existing distribution of the count sites on the State and county road network contains mostly the count sections in outer regions, a big part of the road network, situated in urban and outlying districts, was not until now systematically encompassed by traffic counting programs. For this reason, a quality complete insight into the traffic flow characteristics at the urban and outlying districts cannot be achieved, and for the fore-mentioned facts it is very hard to give precise estimates of AADT and ASDT, be it for the total road network or some of its parts. The traffic counting results in 203 show that the total traffic volume has decreased comparing to the previous year. The same is true regarding the ASDT. By the size, the amounts recorded at certain count sites set up near major Croatian cities are worthy of notice. The same as in the year 202, the year 203 saw the traffic counting results influenced by decisions on redirecting heavy freight vehicles onto the alternative road directions in summer months, as well as redirecting them toward the high service level roadways. In order to compare the traffic volumes in 202 and 203, the same count sites used to collect data during both years were selected. The described approach, in the comparing analyses, avoids difficulties with Table 2.5. Count sites with highest AADT and ASDT in 203 Road CS Label Count Site AADT ASDT D Stobreč D Solin D Velika Mlaka A 96 Lučko - south A 93 Zdenčina - south A 920 Jastrebarsko - south A Rujevica - west

18 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest Table 2.6. Selected State Roads Traffic in the Years 202 and 203 State Road AADT ASDT Annual Change (%) Annual Change (%) , , , , , , , , , , , ,8 Total , ,0 Total: comparable sample of.467 km of State roads for AADT, and.459 km for ASDT. comparisons involving traffic volumes and the structure, regarding the change of active count sites number, as well as the change of count section lengths. These difficulties will possibly turn avoidable by introducing new count posts at the representatively determined count sections. In Table 2.4 the count sites distribution at the State roads, motorways and county roads in 203, with respect to the traffic volume levels, has been given. The count sites with the highest recorded AADT and ASDT on the State road network in the year 203 are given in the Table 2.5. In the Table 2.6. data on AADT and ASDT for selected State roads for the years 202 and 203, calculated using the method of vehicle kilometres, is given. Similarly, table 2.7. comprises data for selected motorways. On Pictures (certain State roads) and 2 (motorways), AADT and ASDT comparison for the years 202 and 203 is additionally graphically displayed. The absolute amounts of AADT and ASDT are compared. The graphs display traffic volumes at 6 selected State roads and 9 motorways. Tables 2.6. and 2.7. are documenting an overall decrease of State roads traffic and growth in traffic on the motorways. Summer traffic has also Table 2.7. Motorways Traffic in the Years 202 and 203 Motorway AADT ASDT Annual Change (%) Annual Change (%) A , ,8 A , ,5 A , ,5 A , ,8 A , ,8 A , ,0 A , ,4 A , ,8 A , , Total , ,8 A: Zagreb Čarapine; A2: Macelj Zagreb; A3: Zagreb (east) Lipovac; A4: Goričan Zagreb; A5: Osijek Sredanci; A6: Bosiljevo 2 Rijeka; A7: Rupa - Sv. Kuzam; A8: Kanfanar Matulji; A9: Umag Pula; Total: comparable sample of.38 km of motorways. 3

19 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest increased for motorways and decreased for State Roads. Combined AADT of State roads and motorways together in the year 203, based on equivalent count sections sample which is comparable to the traffic in the year 202, increased %. ASDT increased 2,2%. AADT in the year 203 was vehicles and ASDT was 2.0 vehicles. 4

20 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest D5 D Vehicles/day 0000 D D8 D D AADT 202 AADT 203 ASDT 202 ASDT 203 Vehicles/day Figure AADT and ASDT of selected State roads in the years 202 and 203 A5 A9 A8 A4 A6 A2 A A3 A AADT 202 AADT 203 ASDT 202 ASDT 203 Figure 2 AADT and ASDT of selected motorways in the years 202 and 203 5

21 4,02,08 4,59 3,2 3,06,53 4,8 2,69 0,99 4,08 2,03, 6,99 5,26 4,59 4,04 3,68 2,56,75,0 203 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest 6 Vehicles (millions) 4 2 A8 and A9: In June 20 closed toll system was introduced on Istria Upsilon Krk Bridge: Number of vehicles in years contains only the direction to the island Krk Zagreb - Karlovac: 2002 Zagreb - Vukova Gorica; 2003 Zagreb - Bosiljevo ; data for 2004 unavailable 2,6 3,28,6 4,04,92 4,86 3,5 4,46 3,49,28 0,34 0,63 0,30 0 9,69 8,8 9, ,96 7,67 7,46 8,08 7,0 6,85 6,60 7,4 6,7 6,69 6,54 6,29 6,43 7,0 6,26 6,8 6,05 5,96 6,6 6,64 5,90 5,26 4,97 5,08 5,00 5,00 4,9 4,64 4,74 4,65 4,50 4,25 4,25 4,2 4,83 3,95 3,92 3,90 3,64 3,74 3,98 3, 3,7 3,26 3,30 3,32 3,46 2,90 3,00 3,43 2,84 3,20 2,64 2,70 2,93 2,49 2,76 2,80 3,02 3,02 2,69 2,86 2,54 2,55 2,4 2,6 2,56 2,48 2,64 2,55 2,00 2,22 2,68 2,65 2,43 2,32 2,44,92,94 2,7 2,02,74,73,8,75 2,06,46,62,74,5,73,82,89,72,70,68,52,48,00,26,0,6,9, 0, A, section Bosiljevo - Čarapine A/A6, Rijeka -Zagreb A2, Macelj - Zagreb A3, Bregana A3, Zagreb (east) - Lipovac A4, Gorican - Zagreb A5, Osijek - Sredanci A7, Rupa A8, Kanfanar - Učka A9, Umag - Pula D02, Krk Bridge A, section Zagreb - Karlovac A8, Učka Tunnel A9, Mirna Bridge Figure 3 Number of vehicles using toll-paid traffic structures

22 AADT AND ASDT WITH GENERAL DATA ON COUNT SITES AND SECTIONS 3

23 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest 3. AADT AND ASDT WITH GENERAL DATA ON COUNT SITES AND SECTIONS The data collection sites, whereon the last year traffic counts were taken, were determined, just as in the past, by the plan and program of traffic counting. The existing distribution of count sites and count sections was influenced by the traffic development, along with the historical traffic counting development on the whole. The classified roadways, divided into State, county, and local roads, are subdivided into sections. At selected sections the count sites are set up, according to the previous decisions, and in major part at the State roads. From the outset of systematic traffic counting up to now, an influence on gradual rearrangement of new count locations has been exerted, besides the development of traffic and counting, by the new created circumstances. As can be seen from the geographical map (the scale is :900,000) "Traffic Volumes on Selected Road Directions in 203", to each count section the volume determined at the corresponding count site has been attached. On that map, a count section comes with its counted, or evidential, traffic volume appended. The count locations are labelled by four-digit numbers and names. In this manner recognition of the data source has been made easier. In a four-digit number, the label of the count location, the first two digit denote the area of the map where respective site can be found. The next two digits in the count site label designate the ordinal number of the count location considering only responding map area. For each count site the name was determined consistent with the geographical location where the recorder had been placed, i.e. of the settlement it was closest to, and so on. For each count section the name was determined by the names of the end points, together with expressing the entire section length in kilometres. This designation system is applied to the map with a scale of :900,000 "Traffic Count Sites Distribution" (an appendix). For each count location and its associated count section, the AADT (average annual daily traffic) and ASDT (average summer daily traffic) results are shown in Table 3.., for State roads, Table 3.2. for motorways and in Table 3.3., for county roads. These tables also contain the data about counting methods, the count section names, and their lengths. In all the tables within this chapter, the data is sorted by road number in ascending order, and by the count site location on the respective road, conforming to the road specification, or its entry. As it was the case with all the previous publications under the title Traffic Counting on the Roadways of the Republic of Croatia, all count sites and pertaining count sections are classified as belonging to particular roads, themselves classified according to the holding decision on roadways and its changes and amendments. 8

24 Table 3.. AVARAGE ANNUAL AND AVARAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA SR 203 ROAD LABEL COUNT SITE TRAFFIC Count Method COUNT SECTION Label Name AADT ASDT Beginning End 0 Macelj ACC Ž2258 D207 8,9 04 Đurmanec ACC D207 D206 4,7 22 Čveki ACC D35 Ž258 2,3 927 Veliko Trgovišće ACC D307 Ž227 4,5 935 Gornji Stupnik ACC L302 Ž306,9 929 Klinča Sela ACC Ž306 L343,7 928 Izimje ACC Ž302 L336 2,6 34 Karlovac ACC D228 D3 3,9 30 Tušilović ACC Ž388 L ,6 305 Blagaj ACC L3420 L3440,4 306 Slunj ACC L3440 Ž3258 4, Vaganac ACP L59026 L59024, Prijeboj - northeast ACC L59027 Ž520 9, Prijeboj ACP Ž520 L , Korenica ACC D52 L , Jošan ACC L59064 Ž595 2,3 490 Mutilić (Udbina) ACC L590 L597 7, Gračac ACC D27 L , Pađene ACC L65008 D59 3,2 548 Kijevo ACC Ž6058 Ž6083 8, Sinj ACC Ž68 D29 3, Brnaze ACC D60 L6704, Dugopolje ACC A D56 3, Dubrava Križovljanska ACC GP L2500 0, Majerje ACC Ž2046 Ž2037 2, Hrašćica ACC Ž2252 D35 4, Varaždin - south ACC Ž2068 D3 3, Šemovec ACP Ž2054 L , Ludbreg - west ACC L25094 Ž2075, Ludbreg - east ACP D24 L2504, Plavšinac ACC L26034 L2600, Đurđevac ACC Ž2247 L262 3, Kloštar ACP Ž285 L4000 3, Virovitica ACC L40020 Ž4024 9, Cabuna ACC L40034 L , Slatina bypass ACC Ž4025 D34 2, Čačinci - south ACC Ž4063 D34 4, Feričanci - east ACP Ž4058 Ž4075 2, Našice ACC L44044 L44045, Bizovac - west ACP Ž4067 Ž4060 0, Osijek southern bypass ACP D7 Ž4085 2, Klisa airport - north ACC L445 D48, Vukovar ACP D55 D57 4, Sotin ACC Ž452 L4603 2, Ilok ACC Ž499 Ž4200 3,5 Length (km) 9

25 Table 3.. AVARAGE ANNUAL AND AVARAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ SR 203 ROAD LABEL COUNT SITE TRAFFIC Count Method COUNT SECTION Label Name AADT ASDT Beginning End Goričan ACC GP Ž2032, Štefanec ACP Ž2022 L , Čakovec ACC D20 Ž203, Pušćine ACC D208 L , Novi Marof ACC L253 Ž236, Blažev Dol ACC L3036 Ž306, Belovar ACP Ž006 L057, Duga Resa ACC Ž38 D23 3, Vrbovsko ACC L58032 L , Skrad ACP L58030 L5802 6, Delnice ACC D203 D32, Gornje Jelenje ACC Ž5032 D50 0, Terezino Polje ACC L40009 Ž4004 3, Virovitica bypass north ACC Ž4249 D2 3, Virovitica bypass south ACC D2 Ž425 4, Grubišno Polje ACP Ž3094 Ž339 2, Končanica - west ACC L378 Ž338 2, Kip ACP Ž37 L375 4, Badljevina ACC Ž3272 L4002 0, Lipik ACP L404 D47 3, Cage ACP L4200 Ž3252 7, Okučani ACC Ž424 Ž458 0, Stara Gradiška ACC Ž4226 Ž4227, Jurovski Brod ACC GP D228 0, Ribnik ACP L34023 Ž340 2, Okić - west ACP L34094 L , Gvozd - west ACC L33075 Ž386 0, Maja ACP L33094 Ž3237 6, Trgovi ACC Ž3234 L3367, Duboševica ACC GP Ž40, Karanac (Beli Manastir) ACC D57 D22 3, Čeminac - north ACP L4400 Ž4054 3, Osijek northern bypass ACC Ž4257 Ž4068 0, Čepin ACC D2 D4247 3, Vuka ACC Ž407 L4407 2, Vrpolje ACC L4438 Ž4202 2, Sikirevci - south ACC Ž4220 L , Pasjak ACC L580 A7 3, Mučići ACC Ž506 L5805 0, Pavlovac ACP D66 Ž505 2, Kostrena ACC L58054 D40 2, Crikvenica ACC Ž509 Ž509 3, N. Vinodolski - north ACP Ž5062 Ž5064 5, Senj - north ACC Ž509 L5900 3, Sveti Juraj ACP D23 Ž526 8, Length (km) 20

26 Table 3.. AVARAGE ANNUAL AND AVARAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ SR 203 ROAD LABEL COUNT SITE TRAFFIC Count Method COUNT SECTION Label Name AADT ASDT Beginning End Vlaka ACC L59028 D405 9, Prizna - north ACP L59048 D406 25, Cesarica ACP D , Karlobag ACC D25 L , Starigrad (Paklenica) ACC L6353 Ž6008, Posedarje - east ACP L63028 L , Murvica ACC Ž60 L6367 3, Bibinje ACC D424 Ž6039 2, Sukošan ACP Ž6040 Ž6045 7, Pirovac ACC Ž6068 D59 2, Šibenik ACC Ž6088 L , Grebaštica ACC D58 Ž627 2, Marina ACC L65078 Ž630 3, Solin ACC Ž637 Ž639 0, Stobreč ACC D40 Ž643 3, Jesenice ACC Ž662 L672 2, Omiš - west ACC L6720 D70 0, Mimice - east ACP L6735 Ž667, Brela ACC D39 L6744 4, Živogošće ACC L6797 D42 9, Gradac ACP L67205 L , Rogotin ACC D43 L , Klek ACP L69029 Ž6279 7, Zaton Doli ACC Ž6227 D44 6, Zaton ACC L69047 Ž6254 9, Kupari ACC L69050 Ž6243 0, Gruda - southeast ACC L69055 Ž624, Metković ACC GP D62, Kula Norinska ACP L6903 L6902 2, Sveta Helena ACC A4 D4 8, Vrbovec bypass ACC D4 Ž3079 4, Ivanovec ACC Ž2022 A4, Prelog ACP Ž2038 Ž2033 5, Možđenec ACC D3 D24 2, Vukovec ACP L26003 L , Križevci - south ACP L26069 L2625 2, Belavići ACC L34062 Ž376 6, Skradnik ACP Ž3256 Ž3255 2, Munjava (Josipdol) ACC D42 L3437 0, Modruš ACP L3436 L , Brinje ACP L5905 Ž50 5, Senj ACC L59009 D8,0 24 Bedekovčina ACP Ž297 Ž266 5, Poznanovec ACC Ž220 Ž268 0, Konjščina ACC Ž270 L ,6 Length (km) 2

27 Table 3.. AVARAGE ANNUAL AND AVARAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ SR 203 ROAD LABEL COUNT SITE TRAFFIC Count Method COUNT SECTION Label Name AADT ASDT Beginning End Krapina Selo ACP Ž2204 Ž27 6, Novi Marof - west ACP L2534 L2532 0, Ljubešćica ACC Ž236 L2550, Leskovec Toplički ACP Ž2 L2554 3, Bunić ACP L59064 Ž556 2, Budak ACP Ž57 L59088, Novoselo Trnovačko 8 90 ACC Ž562 Ž563, Konak ACC A2 L3069 3, Dubrava ACP L322 Ž22 2, Čazma - east ACP L37097 L , Trnovitički Popovac ACP L3705 Ž3090 3, Hrastovac ACP L3742 Ž368 3, Zaton Obrovački ACC Ž6027 Ž6028 6, Kruševo ACP Ž6025 L , Benkovac ACC Ž6048 L6323 0, Gornje Ceranje ACP Ž6064 Ž6066 7, Gaćelezi ACC D59 Ž607 5, Sveti Ivan Žabno ACC Ž304 Ž2229 4, Predavac ACC Ž3022 D524 0, Bjelovar bypass ACP Ž3022 D43 6, Prespa ACC Ž3048 Ž3087 0, Bulinac ACP Ž3090 Ž3280 2, Mače - east ACP Ž268 Ž228 2, Zlatar Bistrica ACC D24 Ž2202 3, Kašina ACC L0004 Ž00, Velika Mlaka ACC Ž309 D408 2, Velika Gorica northern bypass ACC D408 L355, Lekenik ACC L33006 Ž3230 2, Žažina ACC D36 Ž356 0, Petrinja - north ACP Ž3242 D37, Budičina ACP Ž320 L , Hrvatska Kostajnica ACC D224 L3359 2, Kurilovec ACP L357 Ž3 3, Gornje Taborište ACP Ž394 L , Prezid ACP GP D305 8, Smrečje ACC L58004 Ž585 7, Crni Lug ACP Ž5032 D3 0, Knin - north ACC L65009 Ž6080 6, Knin - south ACC D Ž6056 4, Vrbnik - south ACP Ž6056 Ž6079 4, Pakovo Selo ACC Ž6094 L , Pakovo Selo - south ACC Ž6093 A 3, Dubrava Šibenska ACC Ž609 D8, Podravska Moslavina ACC Ž4030 Ž403 8, Donji Miholjac - east ACP D53 L4406 9,2 Length (km) 22

28 Table 3.. AVARAGE ANNUAL AND AVARAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ SR 203 ROAD LABEL COUNT SITE TRAFFIC Count Method COUNT SECTION Label Name AADT ASDT Beginning End Šag ACC Ž405 L , Greda ACC L25042 Ž2063, Kaniža - west ACP Ž2084 Ž202 2, Gornja Šemnica ACC Ž225 Ž222, Orlovac ACP L34043 L , Pisarovina - south ACP Ž306 L387, Letovanić ACP L33008 D30 4, Stupno ACP L33009 Ž3203 3, Novo Selo Palanječko ACC Ž3206 L33055, Stružec ACP Ž36 L3307 0, Petrinja ACP D224 L3305 3, Pakrac - east ACP D5 L407 0, Pasikovci ACC Ž43 L408, Kuzmica ACC L4054 Ž46 3, Pleternica - east ACP Ž4030 L4063 7, Levanjska Varoš ACP Ž444 L4420 4, Cista Provo ACP L67098 D60 6, Cista Provo - south ACC L6737 Ž67, Gornja Brela ACC Ž666 L6734 7, Gola ACP Ž26 Ž25 3, Petranec ACP Ž24 Ž23,3 4 3 Sokolovac ACC L26006 L , Vrbovečki Pavlovac ACP L3054 Ž3052 2, Sveti Petar ACP L34099 Ž3254 3, Saborsko - east ACP L5935 Ž520 3, Hampovica ACC L2603 Ž3049 5, Markovac ACP D524 L , Narta - north ACC L3707 Ž3084, Caginec ACP Ž324 Ž3074, Porte Porton ACP L50043 Ž5209 9, Fontana ACP L50029 Ž503 2, Lupoglav - north ACC L50080 Ž504 3, Veliki Zdenci ACC Ž336 Ž333 5, Hercegovac ACP Ž333 Ž335 2, Kapelica ACC D26 L3738 4, Stari Mikanovci ACC Ž433 Ž466 4, Vođinci ACP Ž466 Ž467 6, Vinkovci bypass ACC D58 D55 6, Srijemske Laze ACC Ž450 L , Orolik ACP D57 D57 3, Ilača - west ACP Ž497 L , Tovarnik ACC Ž4233 GP 2, Dobrovac ACP Ž4236 Ž42 2, Bročice ACC Ž3250 Ž3253 2, Slabinja ACP L3377 Ž3264 3,6 Length (km) 23

29 Table 3.. AVARAGE ANNUAL AND AVARAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ SR 203 ROAD LABEL COUNT SITE TRAFFIC Count Method COUNT SECTION Label Name AADT ASDT Beginning End Hrv. Kostajnica - west ACP D30 L3365 6, Tinjan ACP L50096 L50099, Batrina - north ACP Ž485 Ž458 4, Brlog ACP L5906 Ž527 2, Otočac (Brlog) ACC A Ž540 4, Ličko Lešće ACC Ž544 Ž547 2, Perušić ACP Ž554 D25 5, Sveti Rok ACC A L596, Ličko Cerje ACP L5920 L593, Bektež ACP L4036 L4036 2, Oblakovac ACC D38 L409 8, Vrhovine ACP Ž530 L5940 7, Donji Miholjac ACC GP D34 3, Beničanci ACP Ž4046 Ž403 4, Velimirovac ACC Ž4075 D2 3, Gradac Našički ACC L44094 D5 0, Čaglin ACP L4046 Ž424 2, Rastušje ACC L42038 L , Slavonski Brod ACC D525 D72 2, Jasenice ACP L63067 L , Nuštar ACC Ž434 L , Kunjevci ACC Ž492 Ž493 0, Županja ACC L46045 GP 0, Kljake ACC Ž6097 Ž6099 4, Progon - south ACP D29 Ž66 2, Negoslavci - south ACP L4603 Ž495 3, Lipovac - north ACP L46052 L4606 0, Vrpolje - west ACP D8 D53 2, Donji Seget ACC Ž629 D8 8, Radučić - east ACP L65008 Ž6054 6, Kistanje ACP L65023 Ž6074 7, Čista Mala - south ACC Ž607 D27 6, Trilj ACP Ž624 L67083, Cista Velika ACC L67226 Ž653, Lovreć ACC L670 Ž673 0, Grubine ACC L6759 Ž686 2, Vinjani Donji ACC L6770 GP, Zagvozd ACC D532 Ž680 0, Ravča - west ACP L6799 D52, Vrgorac - west ACP D52 Ž6208 6, Nova Sela ACP D425 L , Pićan ACC L50086 L5023, Vozilići - north ACP D500 D66, Loborika ACP D40 L5070 2, Kujići ACP L5045 L5082 4,4 Length (km) 24

30 Table 3.. AVARAGE ANNUAL AND AVARAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ SR 203 ROAD LABEL COUNT SITE TRAFFIC Count Method COUNT SECTION Label Name AADT ASDT Beginning End Raša ACP D42 Ž503 8, Stepčići ACC L5085 D64 5, Plomin ACP L5080 D402 9, Medveja ACC Ž5082 Ž5050 7, Opatija - south ACC Ž5048 Ž505, Opatija ACC Ž5053 D8 2, Voćin ACC L40069 Ž400 9, Omiš - north ACC D8 Ž665 4, Žutnica ACP D207 L2203 8, Bale ACC Ž5098 Ž5096 2, Pula - north ACP Ž57 L5060 2, Predošćica ACP L58084 D0 0, Čunski ACC L585 Ž557 6, TS Krk Bridge TCTS Ž589 D03 3, Omišalj ACC Ž5083 L , Sveti Vid ACP Ž5084 Ž5086 3, Krk ACC Ž53 Ž53 2, Barbat na Rabu ACC Ž539 TP 6, Pag Island Bridge ACP Ž6005 Ž6007 7, Vulete ACC Ž606 Ž607 2, Brbinj ACP D24 L63095, Kukljica ACP L637 L630 4, Supetar - south ACC D4 L6772 4, Gornji Humac ACP D3 Ž692, Jelsa ACC L6794 L , Vis ACP L6725 L6722 5, Žrnovo ACC L69073 L69073, Babino Polje ACC L69037 D23 5, Murter ACP Ž6250 Ž6250 2, Plovanija ACC GP D50 2, Buje - west ACP Ž5209 Ž5070 2, Štrped ACP L50026 D44 3, Mala Lešnica ACC L58022 D3 9, Pribanjci ACP L34055 D3, Tuheljske Toplice ACP Ž2248 Ž255, Hum na Sutli ACP GP D229 2, Petrovsko ACP Ž220 D 9, Hromec ACC GP Ž2096 5, Trnovec ACC GP Ž2009 2, Mursko Središće ACC Ž2003 L , Šenkovec ACC Ž206 D227 2, Virje ACP Ž24 L2602 3, Baranjsko Petrovo Selo ACP GP D57 2, Suza ACC Ž4037 L440 4, Bijelo Brdo ACC L44084 L ,9 Length (km) 25

31 Table 3.. AVARAGE ANNUAL AND AVARAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ SR 203 ROAD LABEL COUNT SITE TRAFFIC Count Method COUNT SECTION Label Name AADT ASDT Beginning End Erdut ACP D59 Ž4093 6, Posavski Podgajci ACC Ž4230 L , Miholjsko ACC Ž3224 L3444 4, Ličko Petrovo Selo ACC D504 GP 3, Donji Lapac ACP Ž567 Ž568 5, Mazin - south ACP L598 D 2, Progon - east ACP D56 L6703 2, Obrovac Sinjski ACP L6706 Ž622, Čaporice ACC Ž6260 D60 4, Kamensko ACC Ž625 L6704 4, Gornji Brgat ACP GP L , Sunja ACC Ž3244 Ž32, Gornji Hrastovac ACP L339 L3326, Šenkovec - east ACP Ž3033 Ž3035, Zaprešić - east ACP Ž286 D 4, Drežnik ACC Ž343 D 6, Grando ACP L50006 L , Bužinija - south ACP D75 Ž5070 3, Žbandaj ACP L50089 Ž5072 3, Sošići ACP Ž5096 L5028 7, Privlaka - north ACP L6368 L6388 7, Kožino ACC L63049 L , Oroslavje ACC L22069 L , Stubičke Toplice ACP L2207 Ž2200, Gusakovec ACP Ž220 L , Pantana ACC D26 D409 2, Pula airport ACP D66 Ž520, Golubnica ACP Ž69025 D45 6, Putniković ACC Ž6226 L , Zamaslina ACC L69066 D8 5, Nemetin ACP Luka D2 2, Gaženica ACC D8 D422 3, čv. Ploče - south TCTS čv. Ploče Karamat. 5, Borovci ACP Karamat. D8 7, Vranja ACC L50084 L , čv. Oštrovica - south ACP D3 Ž5059 7, Križišće ACC Ž5063 D523 3, Smilčić - east ACP Ž6023 Ž609 6, Kakma ACP L6326 L639, Gubaševo ACP L22040 D205 7, Kaštel north ACP D200 Ž5209 0, Slavonski Brod - east ACP D53 D423, Bračevci ACC L4400 L440 3, Majiške Međe ACP Ž404 L44030, Belišće - north ACC L44026 Ž4050 4,5 Length (km) 26

32 Table 3.. AVARAGE ANNUAL AND AVARAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ SR 203 ROAD LABEL COUNT SITE TRAFFIC Count Method COUNT SECTION Label Name AADT ASDT Beginning End Brijest ACC D2 Ž4086 3, Borovo - north ACP L446 L , Lovinac ACC L592 Ž565 7, Krajačići ACP Ž462 Ž4244 8, Tunnel Sveti Ilija TCTS L6777 A 7,6... No data ADT Estimate Length (km) 27

33 Table 3.2. AVERAGE ANNUAL AND AVERAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA MW 203 Road Label COUNT SITE TRAFFIC Label Name AADT ASDT Count Method COUNT SECTION Description Length (km) A 96 Lučko - south TCTS čv. Lučko - čv. Zdenčina 5,4 A 93 Zdenčina - south TCTS čv. Zdenčina - čv. Jastrebarsko 6,7 A 920 Jastrebarsko - south TCTS čv. Jastrebarsko - čv. Karlovac 8,2 A 804 Karlovac - south TCTS čv. Karlovac - čv. Novigrad,5 A 3027 Novigrad - west TCTS čv. Novigrad - čv. Bosiljevo 3,6 A 302 Bosiljevo - west TCTS čv. Bosiljevo - čv. Bosiljevo 2 3,9 A 3009 čv. Bosiljevo 2 - south TCTS čv. Bosiljevo 2 - čv. Ogulin 2, A 3025 Ogulin - south TCTS čv. Ogulin - čv. Brinje 28,3 A 424 Brinje - south TCTS čv. Brinje - čv. Žuta Lokva, A 425 Žuta Lokva - south TCTS čv. Žuta Lokva - čv. Otočac,5 A 426 Otočac - south TCTS čv. Otočac - čv. Perušić 32, A 427 Perušić - south TCTS čv. Perušić - čv. Gospić,2 A 499 Gospić - south TCTS čv. Gospić - čv. Gornja Ploča 23,0 A 4903 Gornja Ploča - south TCTS čv. Gornja Ploča - čv. Sveti Rok 5,6 A 4909 Sveti Rok - south TCTS čv. Sveti Rok - čv. Maslenica 32,7 A 4805 Maslenica - south TCTS čv. Maslenica - čv. Posedarje 7,2 A 4806 Posedarje - south TCTS čv. Posedarje - čv. Zadar 3,6 A 4809 Zadar - south TCTS čv. Zadar - čv. Zadar 2 9,0 A 492 Zadar 2 - south TCTS čv. Zadar 2 - čv. Benkovac 6,4 A 533 Benkovac - south TCTS čv. Benkovac - čv. Pirovac 2,5 A 534 Pirovac - south TCTS čv. Pirovac - čv. Skradin 9,8 A 535 Skradin - south TCTS čv. Skradin - čv. Šibenik 9,2 A 536 Šibenik - south TCTS čv. Šibenik - čv. Vrpolje 4,6 A 540 Vrpolje - south TCTS čv. Vrpolje - čv. Prgomet 7,5 A 54 Prgomet - south TCTS čv. Prgomet - čv. Vučevica 4,2 A 547 Vučevica - south TCTS čv. Vučevica - čv. Dugopolje 4, A 557 Dugopolje - south TCTS čv. Dugopolje - čv. Bisko 0,2 A 59 Bisko - south TCTS čv. Bisko - čv. Blato na Cetini 8, A 592 Blato na Cetini - south TCTS čv. Blato na Cetini - čv. Šestanovac 6,9 A 605 Šestanovac - south TCTS čv. Šestanovac - čv. Zagvozd,5 A 607 Zagvozd - south TCTS čv. Zagvozd - čv. Ravča 29,7 A 602 Ravča - south TCTS čv. Ravča - čv. Vrgorac 9,7 A 6028 Vrgorac - south TCTS čv. Vrgorac - čv. Ploče 0,3 A 605 čv. Ploče - east 79 - TCTS čv. Ploče - čv. Kula Norinska 6,7 A2 4 Đurmanec - north TCTS čv. Trakošćan - čv. Đurmanec 7,5 A2 3 Krapina - north TCTS čv. Đurmanec - čv. Krapina 0,3 A2 6 Začretje - north TCTS čv. Krapina - čv. Začretje 4,8 A2 5 Mokrice - north TCTS čv. Začretje - čv. Mokrice 2,8 A2 904 Zaprešić - north TCTS čv. Mokrice - čv. Zaprešić 6,5 A3 90 Bobovica - west TCTS gr. Slovenije - čv. Bobovica 2,5 A3 909 Bregana ACC NP Bregana - čv. Bobovica,5 A Zagreb (east) - east TCTS čv. Rugvica - čv. Ivanić Grad 6,5 A3 24 Ivanić Grad - east TCTS čv. Ivanić Grad - čv. Križ 9,5 A3 22 Križ - east TCTS čv. Križ - čv. Popovača 3,4 A3 28 Popovača - east TCTS čv. Popovača - čv. Kutina 7,7 28

34 Table 3.2. AVERAGE ANNUAL AND AVERAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ MW 203 Road Label COUNT SITE TRAFFIC Label Name AADT ASDT Count Method COUNT SECTION Description Length (km) A Kutina - east TCTS čv. Kutina - čv. Novska 2, A Novska - east TCTS čv. Novska - čv. Okučani 24,8 A Okučani - east TCTS čv. Okučani - čv. Nova Gradiška 5,4 A3 350 Nova Gradiška - east TCTS čv. Nova Gradiška - čv. Lužani 22,5 A3 354 Lužani - east TCTS čv. Lužani - čv. Slavonski Brod (west) 20,3 A3 35 Slavonski Brod (west) - east TCTS čv. Slavonski Brod (zap.) - čv. Slavonski Brod (ist.),5 A Slavonski Brod (east) - east TCTS čv. Slavonski Brod (east) - čv. Sredanci 20, A3 367 čv. Sredanci - east TCTS čv. Sredanci - čv. Velika Kopanica 7,5 A3 363 Velika Kopanica - east TCTS čv. Velika Kopanica - čv. Babina Greda 2,6 A3 374 Babina Greda - east TCTS čv. Babina Greda - čv. Županja 2,2 A3 376 Županja - east TCTS čv. Županja - čv. Spačva 7,2 A Spačva - east TCTS čv. Spačva - čv. Lipovac 2,8 A4 303 Čakovec - north TCTS čv. Goričan - čv. Čakovec 4,0 A4 306 Ludbreg - north TCTS čv. Čakovec - čv. Ludbreg 8,2 A4 22 Varaždin - north TCTS čv. Ludbreg - čv. Varaždin 7,2 A4 25 Varaždinske Toplice - north TCTS čv. Varaždin - čv. Varaždinske Toplice 6,3 A4 220 Novi Marof - north TCTS čv. Varaždinske Toplice - čv. Novi Marof 8,3 A4 225 Breznički Hum - north TCTS čv. Novi Marof - čv. Breznički Hum 9,7 A4 229 Komin - north TCTS čv. Breznički Hum - čv. Komin 2,3 A Sveta Helena - north TCTS čv. Komin - čv. Sveta Helena 0,6 A5 255 Osijek - south TCTS čv. Osijek - čv. Čepin 8,8 A Čepin - south TCTS čv. Čepin - čv. Đakovo 23,8 A5 366 Đakovo - south TCTS čv. Đakovo - čv. Sredanci 2,0 A čv. Bosiljevo 2 - west TCTS čv. Bosiljevo 2 - čv. Vrbovsko 3,8 A Vrbovsko - west TCTS čv. Vrbovsko - čv. Ravna Gora 5,3 A Ravna Gora - west TCTS čv. Ravna Gora - čv. Delnice,0 A6 290 Delnice - west TCTS čv. Delnice - čv. Vrata 8,9 A6 295 Vrata - west TCTS čv. Vrata - čv. Oštrovica 2,4 A Oštrovica - west TCTS čv. Oštrovica - čv. Kikovica (Rijeka) 9,0 A7 288 TS Rupa TCTS čv. Rupa - čv. Jurdani 9,5 A Rujevica - west ACC A8 - D427 6,0 A8 274 Kanfanar - east TCTS čv. Kanfanar - čv. Žminj 7,3 A Žminj - east TCTS čv. Žminj - čv. Rogovići 0,9 A Rogovići - east TCTS čv. Rogovići - čv. Ivoli 5,8 A Ivoli - east TCTS čv. Ivoli - čv. Cerovlje 4,9 A Cerovlje - east TCTS čv. Cerovlje - čv. Lupoglav 2,8 A Lupoglav - south ACC Ž D44 2,8 A Lupoglav - east TCTS čv. Lupoglav - čv. Vranja 5,9 A Vranja - east TCTS čv. Vranja - čv. Veprinac 9,7 A Umag - south TCTS čv. Umag - čv. Buje 6,0 A9 273 Buje - south TCTS čv. Buje - čv. Nova Vas 6,2 A Nova Vas - south TCTS čv. Nova Vas - čv. Višnjan 4,3 A Višnjan - south TCTS čv. Višnjan - čv. Baderna 7,6 A Baderna - south TCTS čv. Baderna - čv. Medaki 7,7 A Medaki - south TCTS čv. Medaki - čv. Kanfanar 7,4 29

35 Table 3.2. AVERAGE ANNUAL AND AVERAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA /cont./ MW 203 Road Label COUNT SITE TRAFFIC Label Name AADT ASDT Count Method COUNT SECTION Description Length (km) A Kanfanar - south TCTS čv. Kanfanar - čv. Vodnjan (north) 4,5 A9 390 Vodnjan - north ACC čv. Kanfanar - čv. Vodnjan (north) 4,5 A Vodnjan (north) - south TCTS čv. Vodnjan (north) - čv. Vodnjan (south) 6,2 A Vodnjan (south) - south TCTS čv. Vodnjan (south) - čv. Pula 6,9 A 203 Velika Gorica ACC Velika Gorica - Buševec 9,0 - No traffic ADT Estimate 30

36 Table 3.3. AVERAGE ANNUAL AND AVERAGE SUMMER DAILY TRAFFIC WITH GENERAL COUNT SITES DATA CR 203 Road Label COUNT SITE TRAFFIC Count Method Label Name AADT ASDT Beginning End Sigetec ACC Ž23 L , Hudovljani ACC L26094 L , Zaprešić - north ACC Ž295 L3079 2, Pleš (Bednja) ACP L2502 L2505 2, Komin ACC L3003 D3 0, Križevci ACC L26064 D4, Sveta Nedelja - west ACP G.A.P. Ž306 4, Sveta Nedelja ACC Ž306 A3 0, Graberje Ivanićko ACC D43 Ž326 5, Logorište ACC D Ž384 3, Klokočevac ACP D28 G.A.P., Đulovac ACP L3729 L3728 2, Podravlje ACC Ž4042 G.A.P. 5, Mavrinci ACC A6 L580 4, Kaštel ACC D50 L5002 3, Sveti Ivan ACC L5005 Ž5008 6, Vižinada - north ACP D44 Ž504 6, Baderna - north ACP L50095 D48 2, Sveti Lovreč ACP Ž5074 L50092, Mazija ACC Ž60 G.A.P., Ninski Stanovi ACC Ž6004 L , Buković ACC L6323 L6330, Zemunik Donji - north ACC Ž60 L , Vrana ACC Ž6042 L6380 5, Vrgorac ACC D62 A 2, Klis ACC L67075 L , Dugopolje - north ACC Ž645 Ž646 4, Zavala ACP D425 Ž6208 4, Baćina ACC L69003 D8, Bilice ACC D33 L , Raštević ACC L6378 L , Lišane Ostrovičke ACP L6377 L6347 2, Skradin ACP Ž6075 D33 8,7... No data ADT Estimate COUNT SECTION Length (km) 3

37 STATE ROADS AND MOTORWAYS: TOLL-PAID TRAFFIC COUNTING 4

38 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest 4. STATE ROADS AND MOTORWAYS: TOLL-PAID TRAFFIC COUNTING In the fourth chapter of this Digest the basic data about traffic volumes collected through toll-paid counts on toll roadways can be found. This chapter deals only with data collected on so called closed tollcollecting systems. In our country, the described method of counting is used at the following motorway sections: Lučko Kikovica (partly A up to intersection Bosiljevo 2 and A6 after that), Bosiljevo 2 Čarapine (A), Macelj Zaprešić (A2), Zagreb (east) Lipovac (A3), Goričan Sv. Helena (A4), Osijek Sredanci (A5), Kanfanar - Učka (A8) and Umag - Pula (A9). We note that the given data is obtained through processing the data acquired off the tollbooths. All data collected through toll counts have been processed using an adopted methodology of processing for collected data. The results of processing data collected at toll roadways and processed that way enable their representation in various forms. For mentioned motorways, the results are graphically displayed on illustrations 4 to 9. They clearly exhibit traffic volumes (intensities) at each of the tollgates and cross sections of those motorways. Among all toll roads the prominent sections, by traffic volumes, continue to be those between Lučko and Karlovac. On the count sections of this motorway already for years the highest AADT and, especially, ASDT values have been recorded, with respect to the other such roadways in Croatia. At all toll roads in Croatia ASDT is significantly higher than AADT, which demonstrates seasonal variations in their use. 33

39 RIJEKA (KIKOVICA) OŠTROVICA VRATA DELNICE RAVNA GORA VRBOVSKO BOSILJEVO KARLOVAC NOVIGRAD JASTREBARSKO ZDENČINA (LUČKO) ZAGREB 0866 BOSILJEVO AVERAGE ANNUAL DAILY TRAFFIC (AADT 500 vehicles = mm) Figure MOTORWAY TRAFFIC; 4. ZAGREB - RIJEKA 34 MW-203

40 PIROVAC ČARAPINE KARAMATIĆI BENKOVAC ZADAR 2 ZADAR POSEDARJE MASLENICA SVETI ROK GORNJA PLOČA GOSPIĆ PERUŠIĆ OTOČAC ŽUTA LOKVA BRINJE OGULIN BOSILJEVO * * 79* 420* INTERSECTION PLOČE 245* 2706* VRGORAC * 75 RAVČA ZAGVOZD ŠESTANOVAC BLATO N/C BISKO DUGOPOLJE VUČEVICA PRGOMET VRPOLJE ŠIBENIK SKRADIN PIROVAC 3* 2430* 299* 9* AVERAGE ANNUAL DAILY TRAFFIC (AADT 500 vehicles = mm) BENKOVAC * ADT - section VRGORAC - PLOČE - ČARAPINE/KARAMATIĆI in traffic from 20 December 203 Figure 5. MOTORWAY A; SECTION BOSILJEVO 2 - PLOČE - ČARAPINE/KARAMATIĆI MW

41 MACELJ (TRAKOŠĆAN) ĐURMANEC KRAPINA SV. KRIŽ ZAČRETJE MOKRICE (ZAPREŠIĆ) ZAGREB 2569 AVERAGE ANNUAL DAILY TRAFFIC (AADT 500 vehicles = mm) Figure MOTORWAY A2 TRAFFIC 6. MACELJ - ZAGREB 36 MW - 203

42 MOTORWAY A5 LIPOVAC OSIJEK SPAČVA ČEPIN ĐAKOVO SREDANCI ŽUPANJA BABINA GREDA VELIKA KOPANICA SL. BROD - ISTOK SL. BROD - ZAPAD LUŽANI NOVA GRADIŠKA OKUČANI NOVSKA KUTINA SREDANCI POPOVAČA KRIŽ IVANIĆ GRAD AVERAGE ANNAUL DAILY TRAFFIC (AADT 600 vehicles = mm) ZAGREB (EAST) Figure 7. MOTORWAY A3 SECTION ZAGREB (EAST) - LIPOVAC MOTORWAY A5 SECTION OSIJEK - SREDANCI 37 MW-203

43 GORIČAN ČAKOVEC 89 LUDBREG 2325 VARAŽDIN VARAŽD. TOPLICE 4249 NOVI MAROF BREZNIČKI HUM KOMIN SVETA HELENA 004 AVERAGE ANNUAL DAILY TRAFFIC (AADT 500 vehicles = mm) Figure 8. MOTORWAY A4; SECTION GORIČAN - SVETA HELENA 38 MW - 203

44 UČKA UMAG VRANJA BUJE LUPOGLAV NOVA VAS CEROVLJE VIŠNJAN BADERNA MEDAKI ŽMINJ K A N F A N A R IVOLI ROGOVIĆI VODNJAN SJEVER VODNJAN JUG PULA 922 AVERAGE ANNUAL DAILY TRAFFIC (AADT 500 vehicles = mm) Figure 9. MOTORWAY A8 TRAFFIC; SECTION KANFANAR-UČKA MOTORWAY A9 TRAFFIC; SECTION UMAG-PULA 39 MW - 203

45 FERRY LINES VEHICLE TRANSPORTATION 5

46 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest 5. FERRY LINES VEHICLE TRANSPORTATION The chosen data about road vehicle transportation on domestic ferry lines in 203 is presented in Table 5. Data was collected for 25 ferry lines, and the international lines were omitted. Just as before, some lines excel: Brestova Porozina, Valbiska Merag, Jablanac Mišnjak, Prizna Žigljen, Zadar Preko and Split Supetar. In July and August of 203 all numbers are significantly higher showing strong seasonal dependency. 4

47 Table 5. AADT AND ASDT: STRUCTURE BY VEHICLE TYPES, FL 203 FERRY LINES FERRY LINE Total AADT 00% VEHICLE TYPES ASDT LABEL NAME Passenger Cars Buses Freight Vehicles Other Vehicles 00% BRESTOVA 00% 8,66 0,37 4,93 3,04 POROZINA % 84,72 0,07,87 3, VALBISKA % 78,24,50,66 8,60 MERAG % 8,30 0,35 6,46, VALBISKA % 79,00 0,07 7,38 3,55 LOPAR % 8,95 0,0 4,44 3, STINICA % 8,,38 9,34 8,7 MIŠNJAK % 85,0 0,76 4,88 9, ZADAR SILBA 00% 50,92 0,05 34,76 4,27 MALI LOŠINJ % 67,37 0,03 4,87 7, PRIZNA % 85,07,04 4,55 9,34 ŽIGLJEN* % 88,74 0,38,97 8, ZADAR SESTRUNJ 00% 59, ,79 3,66 MOLAT % 76, ,26 5, ZADAR % 76,26 0,23 8,36 5,5 BRBINJ % 82,23 0,4 0,39 7, ZADAR 43 00% 78,66 0, 7, 4,2 PREKO % 84,4 0,04 0,2 5,70 42

48 Table 5. AADT AND ASDT: STRUCTURE BY VEHICLE TYPES, FL 203 FERRY LINES /cont./ FERRY LINE Total AADT 00% VEHICLE TYPES ASDT LABEL NAME Passenger Cars Buses Freight Vehicles Other Vehicles 00% ZADAR IŽ 00% 63, 0,3 32,76 4,00 RAVA % 79,85 0,06 4,69 5, BIOGRAD % 82,22 0,3 2,86 4,79 TKON % 87,57 0,23 6,3 6, ŠIBENIK KAPRIJE 00% 42, ,3 6,7 ŽIRJE % 64, ,05 9, SPLIT TROGIR % 54, ,63 3,54 DRVENIK VELI DRVENIK MALI 00% 70, ,38 4, SPLIT % 7,27 0, 23,6 5,46 ROGAČ % 76,87 0,08 6,00 7, SPLIT % 6,20 0,25 3,88 6,67 VIS % 74,68 0, 6,79 8, SPLIT 63 00% 72,90 0,30 22,25 4,55 SUPETAR % 80,82 0,4 2,89 6, MAKARSKA % 78,63 0,37 8,93 2,07 SUMARTIN % 83,57 0,07 3,60 2, SPLIT % 67,38 0,84 24,99 6,79 STARI GRAD % 76,59 0,45 5,05 7,9 43

49 Table 5. AADT AND ASDT: STRUCTURE BY VEHICLE TYPES, FL 203 FERRY LINES /cont./ FERRY LINE Total AADT 00% VEHICLE TYPES ASDT LABEL NAME Passenger Cars Buses Freight Vehicles Other Vehicles 00% SPLIT VELA LUKA 00% 60,7 0,50 32,8 5,98 LASTOVO % 72,77 0,27 8,88 8, DRVENIK % 8,64 0,94 0,7 7,25 SUĆURAJ % 87,84 0,37 4,5 7, OREBIĆ % 74,03,86 9,0 5,0 DOMINČE % 80,75 0,66 2,0 6, DRVENIK 64 00% 92,48...,78 5,74 DOMINČE % 92,77...,73 5, PLOČE % 70,59 0,8 22,33 6,90 TRPANJ % 76,09 0,05 6,93 6, PRAPRATNO % 80,43 0,63 4,20 4,74 SOBRA % 85,34 0,5 7,44 6, DUBROVNIK LOPUD 00% 38,36 0,2 57,37 4,06 SUĐURAĐ % 54,8 0,22 4,07 3,90 * Since 20th November on temporary route Stinica - Stara Novalja... No data ADT Drvenik - Dominče line was in traffic from 4th June to 8th September 44

50 Omiš 8 Dugi Rat Supetar Cetina Bol Stari Grad 599 Selca BRAČ Lovreć 60 Imotski Tučepi Podgora Cetina Brnaze Trilj E E O.ČIOVO MOSTAR PESCARA - SPLIT SPLIT Cista 80Velika Omiš Supetar O.ŠOLTA Bol 603 Vrgorac 6023 E73 Common Abbreviations and Terms State Roadway Network, Traffic Count Sites Distribution (as on 3 December 203) State Roadway Network, Traffic Volumes on Selected Roads Directions in 203 H Neretva E Klis 6253 A Sinj Hrvace A Dugi Rat Makarska Primošten E7 6 Prološko blato Zagvozd * 02 O.ŽIRJE Trogir Brela Baška Voda * ŠOLTA 33 8 Cista Velika Otišić 339 SPLIT 2 PESCARA - SPLIT 6260 Gradac 4 E65 Vrlika Peručko jez E7 Blidinje jez. Aržano 39 H Kijevo Drniš 463 ŠIBENIK ČIOVO Klis Konjic Trogir Tribunj Vodice 40 Buško jez Jablaničko jez. Cetina O.KORNATI 29 Pirovac 8 Tisno Brnaze 5505Trilj Sinj Primošten Oklaj Kistanje E Knin 5 05 Krka O.MURTER Murter Ramsko jez. Hrvace 56 A 9 E Pakoštane Livno Vransko jez. Otišić Strmica Zrmanja Benkovac Sv. Filip i Jakov Biograd6064 Pašman n/m O.PAŠMAN Drniš Gradac Gračac Unac Sali 424 Sana Drvar Donji Srb Vrlika Čikola 55 Preko ZADAR Kali Sukošan 0 Peručko jez. ŠIBENIK 98 A Obrovac 335 E76 7 Una 54 Posedarje 387 E E7 8 O.UGLJAN Starigrad 85 Ražanac 5 * C R Una Vrbas E Sanski Most H Kijevo 548 Ribnjak BIHAĆ Oklaj Krka Tribunj Vodice 57 8 Pirovac 8 Tisno ŽIRJE Nin MURTER Bosanski Novi Bosanska Krupa Udbina Ugljan 32 2 DUGI OTOK 7 ANCONA - ZADAR Bugojno 523* Donji Lapac Kistanje Murter GOSPIĆ 8 08 E Zaton Donji Vakuf 500 Knin Privlaka O.VIR O.MOLAT ZENICA Bosanska Du Korenica 50 E E O.OLIB Travnik Vrbas Unac Strmica Benkovac Vransko jez. 5 O.SILBA O Zrmanja B Jajce Pakoštane KORNATI Mrkonjić Grad Drvar Jase Hrvatska Dubica Sv. Filip * Una Donji Srb 4 Lika 06 Plivsko jez i Jakov Biograd6064 Pašman n/m PAŠMAN 0 Pag Sana Hrvatska Kostajnica Una Lički Osik Karlobag Gračac 06 O.PAG E Sali Novalja Mali Lošinj Jezerce E O.LOŠINJ Starigrad A Ražanac Posedarje Obrovac Preko ZADAR 4825 Kali Sukošan E Sana 52 Perušić 6 8 UGLJAN DUGI OTOK Lika Ugljan CONA - ZADAR V.Strug PRIJEDOR E76 E O.RAB 6 Gvozdansko Plitvička jez. 307 Ličko Lešće 76 Nin Lipovlja Sunja 30 Korana Prozor Ilova 7 Gornji Klasnić Rakovica 50 Lopar D 6 Kutina Lonja 556 Otočac Rab Slunj 42 O.CRES Zaton Vransko jez Sava Glina 7 84 Divuša Plaški Brinje E Medulin SISAK 869 Petrinja Glina E76 A Privlaka Senj Novoselec Popovača 3 Gvozd 74 Dvor Kupa 282* BJELOVAR Čazma Česma A3 E70 Odra 5 0 Mrežnica Vrbanja Udbina 50 VIR Punat RIMINI - PULA Sanski Most MOLAT O.KRK Krk Ivanić-Grad Lekenik 54 Kupa Skakavac Vojnić Oštarije E7 42 Josipdol Novi Vinodolski 6 Krnjak A Vrbovec 43 Duga Resa 385 Ogulin 96 Selce 36 Barilović 75 Crikvenica 02 D. Kupčina Una Donji Lapac Lika 37 Supetarska Draga BANJA LUKA OLIB Prnjavor E65 Cres Marčana Kraljevica 66 O.UNIJE 499 Pag Rabac Omišalj Njivice 00 Usora Lički Osik GOSPIĆ Vinež Labin Barban 42 BIHAĆ SILBA PULA O.BRIJUNI Karlobag 4207 Derventa RIJEKA Mošćenička Draga PAG E75 66 Kršan O.DOLIN Novalja E66 PRIJEDOR 4309 Korenica 75 Vodnjan Sv.I.Žabno 28 Sava Novigrad Podravski Sesvete Križevci 3002 Velika Gorica Pisarovina 6 Dobra 47 E65 30 KARLOVAC A 22 A A3 E65 Drnje KOPRIVNI Lonja A Đelekovec Sv. Iv. Zelina Ivanja Reka Mrežnica E65 6 E7 50 Perušić Ribnjak 4308 E65 Lika Pićan A9 Vrbas Bosanska Krupa PAZIN 50 A7 9 E DOLIN Jezerce 4205 Ličko Lešće Cerovlje 48 E75 Rovinj Sava E75 A8 29 E70 E Ludbreg ZAGREB A Marija Bistrica 307 D.Stubica E59 Jastrebarsko Draganići 228 A6 Vrbovsko Prozor Barnjača Sana E76 Plitvička jez. Orljava 35 SL.BRO E Lopar Rab RAB Otočac Sava E75 Poreč Lužani B.Stupnik Bosanski Novi Una Bosanska Gradiška Delnice Ravna Gora A6 Matulji 3938 Rakovica Batrina E Pleternica 3408 Ljupina 993 Vižinada A9 A7 E6 Lupoglav Kupa igrad Mirna E65 Bosanska Dubica Nova Gradiška 342 Okučani E66 Dvor Korana 402 arska Draga 6 Gvozdansko Slunj Plaški V.Strug 44 Mirna 6402 Senj Brinje Novska Jasenovac 47 Hrvatska Dubica A 2929 KRK Punat 3308 Divuša Hrvatska Kostajnica 3503 Vidovci POŽEGA * Buzet 442 Dragonja Buje 4 62 Novi Vinodolski Gornji Klasnić Orljava Glina Mrežnica g V.Strug Sunja Vojnić E76 Oštarije Lipik Pakra Lipovljani Glina 6 Korana Gvozd 224 N Josipdol Crikvenica Selce 23 E7 Ogulin Feričanci Vučica Pakrac 5 E Krnjak Ilova Lonja Sava Mrežnica Barilović 22 Kutina Orahovica 69 Kupa Žakanje Ozalj Duga Resa Dobra E A E65 SISAK Petrinja Kupa 324 Kočevje 305 E ica A Izola Piran Vrbovsko Kupa Skakavac Odra Garešnica Popovača 24 Zabok Krapina A3 Zaprešić 8Samobor Sošice E KARLOVAC Novo Mesto Delnice Ravna Gora E7 Bregana Krka Kupa Lekenik A2 29 Sava O S Koper D. Kupčina 92 A 3 E E65 Novi Marof Kašina L TRIESTE Pisarovina 920 Do Zlatar Ivanec Sutla 9 E70 Krka V Postojna E Draganići Donji Daruvar Daruvar E6 ONE Tuhelj Kraljevec na Sutli Krško E E70 KRAPINA Lepoglava Vrhnika no 24 Pregrada N E70 Nova Gorica GORIZIA 229 Sava Gradisca A Kočevje 70 Idrija o Hrastnik Zagorska Sela LJUBLJANA ČAKOVEC 0*VARAŽDIN O I Trbovlje Zagorje ob Savi Domžale Hum na Sutli CELJE Sava Savinja E Krka 20 Kamnik Škofja Loka J V 9 E Drava Dravinja KRANJ N 8 E70 * Sava Bohinjka Soča 27 I Sava 2296 Gornje Vratno Petrijanec J Bohinjsko jez. A 2 Đ Zagorje ob Savi Domžale Ptuj 9949 M Hum na Sutli CELJE A Drava E59 Velenje Tržić 32 Savinja E E57 Slovenska Bistrica Bledsko jez. KAPOSVAR Đelekovec Ludbreg Nagyatad Kadarkut Drnje Lepoglava Ivanec Gola 20 Trbovlje Novi Marof KOPRIVNICA Pregrada 24 KRAPINA Hrastnik Zagorska Sela 4 Zlatar E66 29 Drava Tuhelj 402 Novigrad Virje Podravski Đurđevac A2 24 Križevci 3002 Szigetvar A Zabok 236 Marija E Bistrica 307 Kraljevec 20 Krapina na Sutli Barcs 202 D.Stubica E Sv. Iv. Zelina Pitomača 286 Sutla 936 Sv.I.Žabno Krško E Sava E E Kašina 206 BJELOVAR Krka Vrbovec Drava Bregana 207 ZaprešićZAGREB A3 Špišić Bukovica VIROVITICA Sesvete Suhopolje E70 Novo Mesto Ivanja Reka 933 Samobor 2203 Lonja Sošice 34 Čazma A E Slatina Velika Gorica 2027 Ivanić-Grad 224 Grub. Polje Jastrebarsko 206 Sava Česma A3 69 Veliki Zdenci E E66 Novoselec Hercegovac A 93 Kupa 80 Žakanje Ozalj Čačinci E7 Dravinja Kamnik E6 Jesenice Radovljica 305 A VARAŽDIN ČAKOVEC Kaposfured NAGYKANIZSA 302 E J Gornje Vratno Petrijanec 4 E Drava 29 E Velenje Sava Dolinka 227 Ptuj 9 Drava E57 2 Slovenska Bistrica 940 A APPENDIX 253 Stari Grad 6 2 Brela Baš Vod Selca O.BRAČ Mak

51 TRAFFIC COUNTING ON THE ROADWAYS OF CROATIA IN digest Appendix 6.. Abbreviations and Terms Kratica Značenje Abbreviation Meaning PGDP prosječan godišnji dnevni promet AADT Average Annual Daily Traffic PLDP prosječan ljetni dnevni promet ASDT Average Summer Daily Traffic PDP prosječan dnevni promet ADT Average Daily Traffic DC državna cesta SH State Highway ŽC županijska cesta CR County Road AC autocesta M Motorway PAC poluautocesta SM Semi Motorway NAB neprekidno automatsko brojenje prometa ACC Automatic Count (continuous) PAB povremeno automatsko brojenje prometa ACP Automatic Count (periodical) NB naplatno brojenje TCTS Traffic Census at Toll Stations NP naplatna postaja TS toll station po, ut, sr ponedjeljak, utorak, srijeda monday, tuesday, wednesday če, pe, su, ne četvrtak, petak, subota, nedjelja thursday, friday, saturday, sunday čv. čvorište intersection ručno brojenje prometa manual count broj / oznaka ceste brojačko mjesto način brojanja duljina odsječka ukupno sveukupno udjel dan tjedan mjesec godina ulazna naplatna postaja izlazna naplatna postaja vrsta vozila skupina vozila bicikli mopedi motocikli osobna vozila teretna vozila road reference number / designation counting site method of count section length total overall total share day week month year entrance toll station exit toll station vehicle type vehicle class bicycles mopeds autobusi buses teretna vozila s prikolicom tegljači (s prikolicom) traktori i radna vozila zaprežna vozila ostala vozila motorcycles passenger cars goods vehicles combination trucks truck-tractors (with trailers) tractors and industrial vehicles horse-drawn vehicles other vehicles 46

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