Lane Closure Policy Development, Enforcement, and Exceptions: A Survey of Seven State Transportation Agencies, February 2007

Traffic volume increases and an aging infrastructure create the need for reconstruction, rehabilitation, and maintenance of existing facilities. As more motorists feel that delays should be minimal during highway renewal projects, lane closures that reduce capacity through the work zone should not create unreasonable delays. In order to facilitate the determination of when a lane closure is permitted during the day, some state transportation agencies (STAs) have developed lane closure policies, or strategies, that they use as guidance in determining daily permitted lane closure times. Permitted lane closure times define what times of the day, week, or season a lane closure is allowed on a facility and at a specific location or segment. This research addresses the lane closure policies of several STAs that were reputed to have good lane closures policies or strategies and that were selected by the project advisory committee for further research.

Sinopse do gênero Phacellocerina Lane, 1964 (Coleoptera, Cerambycidae, Lamiinae, Anisocerini)

Synopsis of the genus Phacellocerina Lane, 1964 (Coleoptera, Cerambycidae, Lamiinae, Anisocerini). The genus Phacellocerina Lane, 1964 and P. limosa (Bates, 1862) (type species) are redescribed; P. silvanae sp. nov. is described from Colombia (Santa Marta). A key to the species is added.

Cerambycidae (Coleoptera) da Colômbia: IV. Cerambycinae com olhos grosseiramente granulados

New records for Colombian Cerambycidae - Achrysonini: Achryson immaculipenne Gounelle, 1909, A. lineolatum Erichson, 1847, A. quadrimaculatum (Fabricius, 1792); Ectenessini: Ectenessa lurida Martins, 1973; Cerambycini: Jupoata rufipennnis (Gory, 1831), Poeciloxestia carlyslei Fragoso, 1978, P. paraensis Lane, 1965; Elaphidionini: Ambonus electus (Gahan & Arrow, 1903), Paramallocera cribripennis (Bates, 1885), Periboeum pubescens (Olivier, 1790), Stizocera plicicollis (Germar, 1824), S. poeyi (Guérin-Méneville, 1838), Pantonyssus glabricollis Fuchs, 1961; Piezocerini: Haruspex lineolatus Bates, 1870; Eligmodermini: Eligmoderma spinicolle Aurivillius, 1923, E. ziczac Nonfried, 1895. New species described: Pantonyssus suturale sp. nov. (Santander); Anelaphus colombianus sp. nov. (Santander); A. sparsus sp. nov. (Magdalena).

Haurvatât et Ameretât : essai sur la mythologie de l'Avesta / par James Darmesteter,...

Collection : Bibliothèque de l'École des hautes-études ; 23

The Conversion of Four Lane Undivded Urban Roadways to Three Lane Facilities, 2007

In recent years, many traffic engineers have advocated converting four-lane undivided urban streets to threelane two-way left-turn facilities. A number of these conversions have been successfully implemented. Accident rates have decreased while corridor and intersection levels of service remained acceptable. This conversion concept is yet another viable alternative “tool” to place in our urban safety/congestion toolbox.

An experimental study of discharge partitioning and flow structure at symmetrical bifurcations

Recent research has examined the factors controlling the geometrical configuration of bifurcations, determined the range of stability conditions for a number of bifurcation types and assessed the impact of perturbations on bifurcation evolution. However, the flow division process and the parameters that influence flow and sediment partitioning are still poorly characterized. To identify and isolate these parameters, three-dimensional velocities were measured at 11 cross-sections in a fixed-walled experimental bifurcation. Water surface gradients were controlled, and systematically varied, using a weir in each distributary. As may be expected, the steepest distributary conveyed the most discharge ( was dominant) while the mildest distributary conveyed the least discharge ( was subordinate). A zone of water surface super-elevation was co-located with the bifurcation in symmetric cases or displaced into the subordinate branch in asymmetric cases. Downstream of a relatively acute-angled bifurcation, primary velocity cores were near to the water surface and against the inner banks, with near-bed zones of lower primary velocity at the outer banks. Downstream of an obtuse-angled bifurcation, velocity cores were initially at the outer banks, with near-bed zones of lower velocities at the inner banks, but patterns soon reverted to match the acute-angled case. A single secondary flow cell was generated in each distributary, with water flowing inwards at the water surface and outwards at the bed. Circulation was relatively enhanced within the subordinate branch, which may help explain why subordinate distributaries remain open, may play a role in determining the size of commonly-observed topographic features, and may thus exert some control on the stability of asymmetric bifurcations. Further, because larger values of circulation result from larger gradient disadvantages, the length of confluence-diffluence units in braided rivers or between diffluences within delta distributary networks may vary depending upon flow structures inherited from upstream and whether, and how, they are fed by dominant or subordinate distributaries. Copyright (C) 2011 John Wiley & Sons, Ltd.