This thesis deals with the public financing of the road transport issue, particularly in the Czech Republic. The quantitative analysis of the revenues from the road transport and capital and maintenance costs on road transport in the Czech Republic in 2001 - 2007 is the fundamental part of this thesis. The vehicle excise tax, fuel tax, road tolls, parking policy revenues and other specific charges belong to the public revenues from the road transport. The output of the thesis is the assessment whether the public revenues from the road transport at least cover the capital and maintenance costs on the road infrastructure and the road transport is therefore a source of the revenues to public sources, or whether, on the contrary, the road transport represents the drain for the public sources and thus also for the tax payers. The evaluation of this situation while including the externalities of road transport is also part of this thesis.

This thesis deals with the modification of the interchange of motorway D1 in Brno – east (km 203). It’s aim to design an optimal solution for omnidirectional connection on the road I/50. Currently it has the shape of a letter Y which allows only a two-way ride. Further, the aim is to propose the connection of the road II/430 to the road junctions. Part of this thesis is proposal to extend the motorway to a six-lane in the place of interchange due to capacity utilization. For this thesis was chosen one from four concepts of the junction within the scope of the study. The work is complemented by a tradic survey on the current arrangement which was carried out using statistical radars.

This master´s thesis deals with the reverse calculation of luminous curves for roads according to ČSN EN 13201. The thesis is divided into the theoretical and the practical part. The theoretical part describes the basic requirements and procedures for calculating the luminous curves. The practical part describes the program, created in the Matlab environment, which is designed for the practical calculation of the ideal luminous curve, for each situation given by the user. Further particular example of the calculation is given.

The master‘s thesis focuses on the risks of transporting dangerous goods by road. The introductory part deals with related legislation of the Czech Republic is analyzed, followed by international legislation. In the European Union, the transport of dangerous goods is regulated primarily by the European agreement concerning the International carriage of dangerous goods by road (ADR). Between 2002 and 2019, master‘s thesis analyzes and describes the statistics of traffic accidents with the presence of dangerous goods. Furthermore, this master‘s thesis also analyzes the characteristics of the sources of traffic accident risks, and when activating the risk, the possible effects of traffic accidents and subsequent leakage of dangerous goods are described. In fulfilling the aims of the master‘s thesis, agreement was found in the causes of traffic accidents in statistics and in the literature in the fact that in 80% it is the fault of the human factor. Analysis of a set of 10 large accidents with the presence of dangerous goods using a modified "What, if" method identified impacts on public assets. Based on these identified impacts, measures were proposed that would be appropriate to apply in the public interest.

The subject of my diploma thesis is to design the intersection of roads I/44 and II/453 in urban area of Jeseník. Part of the proposal is to address traffic and pedestrian connection to the adjacent tertiary roads.

Thesis (MPAM.) -- University of Limpopo, 2022 / This study investigated the effectiveness of the national road safety strategy towards reducing accidents and road fatalities on the N1 in the Limpopo Province. Qualitative research was conducted to determine the experiences of the traffic law enforcement officers in implementing the road safety strategy in the Limpopo Province. Primary qualitative data were collected using the semi-structured questionnaire supplemented by telephonic interviews. Two groups of participants including the traffic law enforcement officers (n=10) and managers (n=5) participated in the study. The study established the domains of effective implementation and areas of challenges with discrepancy between the expected level of strategy implementation and availability of sufficient human and fiscal resources to enhance effective strategy implementation. The factors that impeded the effective implementation of the road safety strategy towards reducing accidents and road fatalities on the N1 in the Limpopo Province included the inadequate allocation and distribution of traffic officers in areas with a high probability of accidents, delayed recruitment of sufficient traffic law enforcement officers and unavailability of required budgeted funds for procurement of state of the art physical equipment to monitor the speed and magnitude of traffic flows and real-time surveillance and capture of road safety transgressions. The findings revealed that there is a considerable need for traffic law enforcement managers to collaborate with behavioural professionals and the police to ascertain effective behavioural change mechanisms to encourage road safety compliance. However, recruitment and constant re-training of traffic law enforcement officers on best practice strategies for traffic law enforcement could be useful to ensure the effective implementation of the road safety strategy; thereby contributing towards the reduction of accidents and road fatalities on the N1 in the Limpopo Province.

Thesis (MScEng)--Stellenbosch University, 2012. / ENGLISH ABSTRACT: Chip and spray surfacing seals has been widely used in South Africa as the preferred surface treatment for rural roads. The design of these seals has also experienced renewed interest and continuous development in several other countries over the past two decades. In South Africa seals are continually used as increasing attention is given to the periodic maintenance of existing surfaced roads. There is also a significant increase in the use of surfacing seals in North America as the need to develop more energy and resource efficient surfacing options becomes a priority. Despite this growing use of surface seals, the seal design and especially the selection of binder type and grade does not always follow scientific processes. Seals are often designed based on client preference, previous experience, material availability and industry trends. With an ageing road network and limited funding to ensure timeous maintenance, the focus in South Africa is moving towards more stringent and scientific design processes. The USA and Europe, forced by increasing traffic volumes and heightened performance demands, are moving towards performance- based specification to account for deficiencies in their current surface seal design methods. One of the major failure mechanisms of surface seals is ravelling which takes place when the binder and the aggregate bond becomes weak and are broken by the forces generated by traffic. This leads to loose aggregate on the road which in turns leads to bare surface patches and broken windscreens. To prevent and address this as part of the development of performance-based specifications, the need for a simple and inexpensive technique for evaluating bitumen and bitumen emulsion bond strength development over time, as well as binder-aggregate compatibility, was identified. Although various tests exist for investigating adhesion between bituminous emulsions and aggregate chips most of the tests does not deliver the level of information required by the performance-based specifications. The Bitumen Bond Strength (BBS) test method was therefore developed with the aim to address some of the limitations encountered in evaluating bond strength between binders and aggregates. The BBS test (AASHTO TP-91, 2011) was developed by the University of Wisconsin – Madison (UWM) in partnership with the University of Ancona – Italy (UAI) and the University of Stellenbosch – South Africa (US) specifically for evaluating bond strength between aggregates and hot applied binders and emulsions, respectively. US became involved in BBS test efforts in 2008 to assist in the development and practical evaluation of the BBS test method. UAI contributed significantly to the development of the test apparatus through their work in conjunction with UWM. Due to time and resources available, the involvement of the US was limited to various discussion sessions, a study tour, the evaluation of the BBS test, and conducting a series of control tests. By using the Bitumen Bond Strength test it was possible to evaluate the practicality and repeatability of the developed procedure and the results measured was successfully used to evaluate the bond strength development of modified and unmodified bitumen emulsions on tillite and granite aggregates. It was also possible to correlate the results achieved at the University of Stellenbosch with results from the University of Wisconsin-Madison due to the fact that testing took place at both institutions. The development of the test and the inter-laboratory test results in essence reinforced the hypothesis that the BBS test protocol can be used to effectively evaluate bond strength of different emulsion types and aggregate types. Except for the loading rate which is a known critical influence, the emulsion type and curing intervals are both identified as the most significant other factors contributing to bond strength development. Aggregate type is also identified as a significant factor that will influence the bond strength development. Interactions between emulsion type and curing interval are identified as the most significant interaction. A lot of further validation test on the BBS test method is still required for the test to be integrated into a performance-based specification system for surface seals. / AFRIKAANSE OPSOMMING: “Chip and Spray” oppervlak seëls is die verkose seël tipe vir gebruik op Suid Afrikaanse plattelandse paaie. Die ontwerp van hierdie tipe seëls is ook tans besig om hernude aandag te trek in heelwat lande. In Suid Afrika word die tipe seël al meer gebruik soos die behoefte na herseël projeke op die verouderde pad netwerk groei . Daar is ook heelwat groei in die gebruik van “Chip en Spray” seëls in Noord Amerika aangesien daar n behoefte is om n meer energie en materiaal effektiewe seëls te gebruik. Ten spyte van die groeiende gebruik van hierdie seëls het daar min wetenskaplike ontwikkeling plaasgevind in the ontwerp daarvan. Seëls word meestal ontwerp gebaseer op klient voorkeur , ondervinding, materiaal beskikbaarheid en ook industrie norms. ‘n Verouderde pad netwerk dwing die Suid Afrikaanse industrie om meer deeglike en wetenskaplike ontwerp prosedures te volg. Die VSA en Europa word deur vinnig groeiende verkeersvolumes en verhoogte kwaliteits behoeftes gedwing om prestasie gebaseerde spesifikasies te ontwikkel. Een van die hoof defekte op seëls is klipverlies wat plaasvind as die verbinding tussen die bitumen en aggregaat verswak en gebreek word deur die kragte wat deur verkeer oorgedra word. Dit lei tot los klip op die pad wat weer tot skade aan voertuie lei. Om dit te voorkom en aan te spreek het die behoefte laat ontwikkel vir n maklike en goedkoop tegniek om te meet hoe sterk die verbinding is wat ontwikkel tussen verskillende bitumen, bitumen emulsies en aggregaat monsters. Alhoewel daar alreeds toetse bestaan wat kan toets hoe sterk die verbinding is , gee die meeste van die toetse nie die informasie wat benodig word deur die voorgestelde prestasie gedrewe spesfikasies nie. Die “Bitumen Bond Strength” (BBS) toets metode is daarom ontwikkel om die tekortkoming in die toets van die bitumen en aggregaat verdindinge aan te spreek. Die BBS toets (AASHTO TP-91, 2011) is ontwikkel by die Universiteit van Wisconsin – Madison (UWM) in vennootskap met die Universiteit van Ancona – Italy (UAI) en die Universiteit van Stellenbosch (US) , spesifiek om die die sterkte van die verbinding wat vorm tussen aggregaat en bitumen te meet. Die US het in 2008 betrokke geraak by die BBS toets studie om hulp te verleen met die ontwikkeling en praktiese evalueering van die BBS toets metode. As gevolg van tyd en personeel tekorte is die betrokkendheid by die US beperk tot verskeie besprekings sessies, n studie toer, die evalueering van die BBS toets sowel as die voltooing van n uitgebreide stel toetse. Deur die voltooing van eksperimente met die BBS toets was dit moontlik om die uitvoerbaarheid en herhaalbaarheid van die ontwikkelde prosedure te toets. Die resultate van die toetse is suksesvol gebruik om die ontwikkeling van die verbinding sterkte tussen gemodifiseerde en ongemodifiseerde bitumen emulsies en tilliet en graniet te definïeer en te evalueer. Dit was ook moontlik om die resultate van die Universiteit Stellenbosch en die Universiteit of Wisconsin-Madison suksesvol met mekaar te vergelyk aangesien toetse by beide die instansies voltooi is. Die ontwikkeling van die toets en die inter laboratorium toets resultate het dit moontlik gemaak om die hipotese te bevestig dat die BBS toets prosedure effektief gebruik kan word om die bitumen en aggregaat verdindinge te toets en te evalueer. Behalwe vir die tempo van die lading waarteen die aftrek sterkte getoets word , is die emulsie tipe en die nabehandeling tydperk beide geidentifiseer as die mees beduidende invloede wat bydrae tot die ontwikkeling van die verbinding sterkte. Die aggregaat tipe is ook geidentifiseer as n belangrike faktor wat die verbinding sterkte ontwikkeling sal beïnvloed. Die interaksie tussen die emulsie tipe en nabehandeling tydperk was geïdentifiseer as die mees beduidende interaksie. Daar sal wel nog heelwat eksperimente voltooi moet word met die BBS toets prosedure voordat dit volkome geïntegreer kan word as deel van n prestasie gebaseerde spesifikasie stelsel vir die ontwerp van seëls.

Thesis (MScEng)--Stellenbosch University, 2014. / ENGLISH ABSTRACT: Surface seals are widely used in South Africa. There are a number of reasons which include affordability, versatility and durability. There are, however, in some cases problems with stone loss that can lead to a shortened lifespan of the pavement. The loss of aggregate chippings in surface seals poses a major problem in the seal pavement industry. This study aims to identify the influencing factors that lead to these adhesive failures as well as to find optimum combinations of binders and aggregates at various conditions. Various binders commonly used in South African surface seal construction will be tested using the Bitumen Bond Strength (BBS) test method. The binders used in the study include 80/100 penetration grade bitumen, elastomer modified bitumen, bitumen rubber, elastomer modified emulsion and cationic rapid setting emulsion. Aggregates used in the study include dolerite, granite and quartzite. The test samples were cured and tested at two temperatures, 15 °C and 35 °C. The samples were also cured for 2, 6 and 24 hours respectively. The study tackles a wide range of variables in order to obtain a good understanding of adhesion properties of surface seals used in South Africa. Tests were repeated at least once to ensure repeatability and in some cases up to four repeats were performed. The loading rate at which the tests were performed had a significant influence on the BBS results. This rate varied which complicated the process of comparing the results. It was therefore decided to unify the loading rates. The BBS results exposed the difference between hot applied binders and emulsions. The former having significant stronger adhesion properties. It was also confirmed by the results that temperature plays a key role in the BBS results due to the visco-elastic properties of bitumen. These influences will be discussed along with others such as aggregate types and curing times. The type of failure is also discussed. Failure can either be adhesive or cohesive, the former being a failure between the aggregate and the binder while the later refers to a failure in the binder itself. The results of other students will also be discussed and compared to the results of this study. These include results of predecessors that tested emulsions as well as results from tests done on fractured aggregate surfaces and precoated aggregates. This study showed very similar results as these from other students, except for tests done with emulsions. It was discovered that the method of curing of the emulsions must be adapted to ensure proper curing of the emulsions. It was found that aggregates did not influence the BBS properties to the same extent as temperature and binder application type. The BBS results of hot applied binders also did not significantly increase as the curing time increased, but the results of emulsions showed some increase. However, the emulsions needed more time to cure properly. / AFRIKAANSE OPSOMMING: Oppervlak seëls word algemeen gebruik in Suid-Afrika. Daar is verskeie redes hiervoor waaronder bekostigbaarheid,veelsydigheid en duursaamheid. Daar is egter in sommige gevalle probleme met klipverlies wat kan lei tot n verkorte leeftyd. Hierdie klipverlies ontstaan as gevolg van verskeie redes of kombinasies daarvan. Die studie beoog om hierdie faktore wat die adhesie eienskappe beïnvloed te identifiseer sowel as om optimum kobinasies van bindmiddels en klipsoorte te bewerkstellig by verkeie kondisies. ‘n Verskeidenheid van bindmiddels wat algemeen in Suid-Afrika gebruik word, word in die studie getoets met die Bitumen Bond Sterkte (BBS) toets metode. Die bindmiddels wat in die studie gebruik word sluit 80/100 penetrasie graad bitumen, elastomeer gemodifiseerde bitumen, bitumen rubber, elastomeer gemodifiseerde emulsie en kationiese snel settende emulsie. Die klipsoorte wat vir die studie gebruikword is doleriet, graniet en kwartsiet. Hierdie gesteentes word algemeen in die praktyk gebruik. Die toets monsters word ook by twee temperature gekuur en getoets. Hierdie temperature is 15 °C en 35 °C. Die toets monsters word ook onderskeidelik vir 2, 6 en 24 uur gekuur. Die studie ondersoek 'n wye verskeidenheid van veranderlikes om sodoende 'n goeie begrip van adhesie eienskappe van die oppervlak seëls wat in Suid-Afrika gebruik word te verkry. Elke toets was ten minste een maal herhaal om herhaalbaarheid te verseker. Sommige toetse was tot 4 keer herhaal. Die belasting tempo van die toetse het ‘n beduidende uitwerking op die BBS resultate as gevolg van die visko-elastiese eienskappe van bitumen. Hierdie tempo het gewissel en dit moeilik gemaak om die resultate te vergelyk. Daarom was daar besluit om die tempo van die toetse te verander na ‘n gelykvormige tempo. Daar was ‘n duidelike verskil in BBS resultate van die warm toegepaste bindmiddels en die emulsies. Die warm bindmiddels het baie hoër BBS resultate gelwer. Dit was ook bevestig in die resultate dat temperatuur ‘n beduidende rol speel in die BBS. Hierdie invloede sal bespreek word tesame met ander, soos klipsoorte en kuring tye. Die tipe versaking word ook bespreek. Versaking kan plaasvind as gevolg van adhesie of cohesie, waar adhesie versaking 'n versaking is tussen die klip en die bindmiddel terwyl cohesie versaking verwys na 'n versaking in die bindmiddel self. Die uitslae van die ander studente sal ook bespreek word en vergelyking word met die resultate van hierdie studie. Dit sluit die resultate van voorgangers in wat emulsies getoets het sowel as die resultate van toetse wat gedoen is op gebreekte klipoppervlaktes en bitumen behandelde klippe. Hierdie studie het baie soortgelyke resultate getoon as dié van ander studente, behalwe vir die toetse wat gedoen was met emulsies. Daar is vasgestel dat die metode van kuring van die emulsies moet aangepas word om behoorlike kuring van die emulsies te verseker. Daar is ook gevind dat klipsoorte nie die BBS eienskappe in dieselfde mate as temperatuur en bindmiddel toepassingstipe beïnvloed het nie. Die BBS resultate van warm aangewende bindmiddels het ook nie aansienlik verhoog soos die kuringstyd toegeneem het nie, maar die resultate van emulsies het wel 'n toename getoon. Die emulsies het wel meer tyd nodig gehad om behoorlik te kuur.

Purpose: There are many different risks while working on or close to roads. This is because conditions are very varying on road works and different tasks are being performed at the same time (AV, 2015). According to a survey carried out by SEKO (2011) seven out of ten road workers are worrying about working on or close to roads because of the lack of safety. But the fear is not groundless, according to a survey carried out by Liljegren and Szafran-Kzdrój (2014) 2935 accidents related to road works happened between year 2003-2012 where road workers were involved in 139 of the total cases. Efforts to create a better work environment are taking place daily but there are still road workers that get injured or even killed during work. The aim with this report is therefore to examine how roadworkers safety can be improved during roadworks. Method: This survey is a case study, which aims to illustrate the reality. In order to answer the questioning formulation, three different methods have been used. A literature study was first completed to understand how far previous research has come and after that a document analysis of valid laws and regulations was made. The third method used was qualitative interviews, which is the most important foundation for the result. Findings: Risks that occur in road work zones often arises because of the passing traffic. High speed along with reckless drivers or drivers that act aggressive are great risk factors. These risk factors also contribute to mental illness such as stress and anxiety. Physical problems are also a cause of bad work environment with dusty or noisy surroundings. The shared solution to solve these problems are diversion or to reduce speed even more past road work zones. This is though easier said than done because the road maintenance often wats to keep a high traffic volume during the time a road work is performed. Implications: Risks in road work zones are lower when a traffic diversion is applied or when traffic can pass in a satisfactory way. Unfortunately, these actions are not being applied in such extent as wanted by the road workers. To minimise risks in road work zones the contractors' have to start compile and together ask for higher standards. When traffic diversion can’t be applied must recommended speed be reduced even more. Limitations: All interviews were conducted with people working in the same company but in different business areas, within the county of Jönköping. This was because different opinions about the problem were asked for. It is though difficult to decide whether or not the result is generalizable, because only people within the same county and company were interviewed. / Syfte: När vägarbeten utförs på och intill vägar är riskerna många eftersom platsen varierar samtidigt som flera olika arbetsuppgifter utförs samtidigt (AV, 2015). Enligt en undersökning gjord av SEKO (2011) oroar sig sju av tio vägarbetare för att arbeta på väg på grund av bristande säkerhet. Oron är dessvärre inte obefogad, en studie utförd av Liljegren och Szafran-Kzdrój (2014) visar att det under år 2003-2012 inträffade 2935 olyckor relaterade till vägarbeten och i 139 av fallen var vägarbetare inblandade. Arbetet med att skapa en bättre arbetsmiljö pågår dagligen men det sker ändå att vägarbetare skadas eller omkommer på sin arbetsplats. Målet med arbetet är därför att undersöka hur säkerheten för vägarbetare kan förbättras vid arbete på väg. Metod: Undersökningen är av typen fallstudie, vilket syftar till att belysa verkligheten. För att besvara frågeställningarna och uppnå målet har tre olika metoder använts. Först genomfördes en litteraturstudie för att undersöka var kunskapsfronten inom ämnet ligger idag, därefter gjordes en dokumentanalys av gällande lagar, förordningar och föreskrifter. Den tredje metoden som användes var kvalitativa intervjuer, vilka utgör det största underlaget till resultatet. Resultat: De risker som finns på vägarbetsplatser uppkommer till stor del på grund av den passerande fordonstrafiken. Höga hastigheter är tillsammans med trafikanter som kör hänsynslöst eller uppvisar ett aggressivt beteende stora riskfaktorer. Dessa riskfaktorer bidrar även till att psykiska problem som exempelvis stress och oro uppstår. Även fysiska problem på grund av en dålig arbetsmiljö med damm och buller förekommer. Den gemensamma lösningen är kort “led om trafiken” eller “sänk hastigheten ytterligare förbi vägarbetsplatser”. Det är dock lättare sagt än gjort eftersom väghållaren ofta vill behålla en hög trafikvolym på vägarna samtidigt som vägarbeten utförs. Konsekvenser: När trafiken leds om eller kan passera på ett betryggande sätt minskar riskerna på vägarbetsplatsen, dock görs inte detta i tillräcklig stor utsträckning. För att minska riskerna måste entreprenadföretag samarbeta mer och börja ställa högre krav på väghållaren. Vid de tillfällen då trafiken inte kan ledas om utan måste passera vägarbetsplatsen ska även den rekommenderade hastigheten sänkas i större utsträckning. Begränsningar: Alla intervjuer är genomförda med personer som arbetar på samma företag men inom olika affärsområden inom Jönköpings län. Detta eftersom olika ställningstagande om problemet eftersöktes. Då enbart personer som arbetar inom samma län och företag intervjuats är det svårt att avgöra om resultatet är generaliserbart för andra län och företag av annan storlek.

13 Abstract The present thesis aims to answer questions regarding function of many Early Roman fortifications investigated in past decades in the region of Northern Negev, i.e. in the valley of Nahal Beersheva between modern towns of Arad and Beersheva. In past, various interpretations were provided, often conflicting with each other and therefore author sought to look at this topic from different point of view, using GIS based tools to explore spatial relationships between the fortifications and settlements in terms of intervisibility (for military signaling and control) and relation to road-system. Moreover, Early Roman Judaea was unstable region with high prevalence of banditry and thus assumption is that military responded to these threats. The results of viewshed analysis (intervisiblity) and least-cost path (reconstruction of road system) can roughly divide the region in question to the zones. In the first zone, most of the fortifications are intervisible and also exercise control of settlements and roads; while in the second zone forts cannot communicate using signals but are located on important roads providing water, lodging and security to travelers. It leads to conclusion that these forts served as stations of detached military units concerned with policing and administration (in both zones) and...