RizAhmed
Civil/Environmental
- Jul 24, 2011
- 2
Greetings to all members,
I have pleasure to join the forum of traffic engineers.
A little intro of myself. My name is Rizwan and I am working in UAE in a consultancy as traffic engineer with 3 years experience. We won a project of design of an interchage (currently in concept design stage) and I am working on traffic study of the same. In this regard, i have following questions. I will appreciate the suggestions from all. Thanking all in advance.
Q-1: Any standard process to calculate Design Hour Factor (K) from existing traffic count data?
Q-2:I have a peak hour traffic volume of 12000 veh/lane on a freeway facililty in particular direction.Total lanes are 6. K factor is 0.082 (calculated using traffic volume in both directions)
How can we convert the peak hour traffic volume to daily 24 hour traffic volume? If I use the formula DDHV=ADT*K for ADT calcualtion, the resultant value of ADT looks very high.
I have attached an excel file for K-factors that I calculated from traffic count survey data for AM LT & PM peaks at a certain location on highway.
I have pleasure to join the forum of traffic engineers.
A little intro of myself. My name is Rizwan and I am working in UAE in a consultancy as traffic engineer with 3 years experience. We won a project of design of an interchage (currently in concept design stage) and I am working on traffic study of the same. In this regard, i have following questions. I will appreciate the suggestions from all. Thanking all in advance.
Q-1: Any standard process to calculate Design Hour Factor (K) from existing traffic count data?
Q-2:I have a peak hour traffic volume of 12000 veh/lane on a freeway facililty in particular direction.Total lanes are 6. K factor is 0.082 (calculated using traffic volume in both directions)
How can we convert the peak hour traffic volume to daily 24 hour traffic volume? If I use the formula DDHV=ADT*K for ADT calcualtion, the resultant value of ADT looks very high.
I have attached an excel file for K-factors that I calculated from traffic count survey data for AM LT & PM peaks at a certain location on highway.