ABSTRACT
Multiple lane presence reduction factors are widely used in traffic load models for bridge design to account for the reduced probability of multiple heavy vehicles occurring simultaneously in adjacent lanes. It is custom to reduce the single lane loading by a reduction factor with a value less than one which reduces as the number of loaded lanes increase. The values of these factors used in design codes tend to be based on many assumptions due to a lack of data. This paper describes a novel method to determine reduction factors based on Extreme Value statistics and multiple lane Weigh in Motion data. The method compares load effects in parallel lanes at characteristic level and avoids assumptions made in previous works. As the method is based on Weigh in Motion data it also accounts for the possibility of multiple vehicles in any one lane. The method is illustrated for selected load effects and a 30 m span length.
