Proceedings [of the Conference]., Part 3ARRB, 1970 - Roads |
From inside the book
Results 1-3 of 67
Page 161
... factor 13 between 138 and 1,771 and the non - casualty involvement rate even by a factor of 22 from 346 to 7,686 . The range of the overall rate extends from 483 to 8,553 . ( c ) Both independent variables appear to be of primary ...
... factor 13 between 138 and 1,771 and the non - casualty involvement rate even by a factor of 22 from 346 to 7,686 . The range of the overall rate extends from 483 to 8,553 . ( c ) Both independent variables appear to be of primary ...
Page 166
... factor variables , as well as environ- mental differences shown by differences in the daily usage of the car . As a factor of secondary importance may be the choice of the vehicle by different types of drivers using their cars ...
... factor variables , as well as environ- mental differences shown by differences in the daily usage of the car . As a factor of secondary importance may be the choice of the vehicle by different types of drivers using their cars ...
Page 293
... factor for first detector Yes C22 Weighting factor for first detector Yes C23 Type 1- Phase to which second detector is connected Yes C24 - Type 1 Logical detector number Type 2- Yes Logical intersection number C25 Delay factor for ...
... factor for first detector Yes C22 Weighting factor for first detector Yes C23 Type 1- Phase to which second detector is connected Yes C24 - Type 1 Logical detector number Type 2- Yes Logical intersection number C25 Delay factor for ...
Contents
TRAFFIC ENGINEERING | 63 |
TRAFFIC ENGINEERING | 229 |
ROAD ACCIDENTS EFFECT OF ENGINEERING MEASURES ON ACCIDENTS | 298 |
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accident involvement rates accident rates analysis Appendix average background luminance behaviour brake horsepower breathalysed bulb temperature cars casualty accidents cd/m² cent collisions colour combined lane Country Roads Board curves day of week detector distribution dry-bulb temperatures effect Estimated factor fatal accidents Foldvary green Highway increase installation intergreen intersecting road interval lanterns legend luminance measured method mileage minor intersections moving observer non-casualty accident NS NS NS number of accidents overall paper Parramatta Road pedestrian percentage period Poisson distribution Princes Highway Queensland queueing ratio reflectorized Relative Risks right turning vehicles Road Research route sample significant South Wales speed starting amber starting delay statistical stopping amber street lighting Surfers Paradise TABLE VII tion traffic engineering traffic signals traffic volume types of accidents variables variation Victoria visual acuity wet bulb temperature