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Federal Highway Administration Research and Technology
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Publication Number: FHWAHRT05042
Date: October 2005 

Safety Effects of Differential Speed LimitsPDF Version (960 KB)
PDF files can be viewed with the Acrobat® Reader® APPENDIX C. CONFIRMATION OF THE NEGATIVE BINOMIAL DISTRIBUTION TO CRASH DATAAs stated in the literature, the assumption in the application of the empirical Bayes formulation as done herein is that for a particular site i, the distribution of the number of crashes K_{i,y} over the years y obeys the Poisson distribution. Further, for a particular year y, the distribution of the number of crashes K_{i,y} between different i sites follows the negative binomial distribution. Based on these two assumptions, the expected number of crashes of a group m_{i1} are Gamma distributed.^{10,11,12,13} Figure 33 illustrates these concepts, where K_{i,y} is the actual crash count for site i and year y and m_{i,y} is the expected crash counts for site i and year y. Figure 33. Chart. Relationship between the Poisson and Negative Binomial Distributions for Crash Frequencies. The Poisson and negative binomial distributions were tested with the data sets for selected states as described herein. Verification of the Poisson DistributionUsing data from Virginia and Arizona, two techniques were used to verify that the Poisson distribution is appropriate. Firstly, theoretical versus actual frequencies were compared graphically. Secondly, the chisquare test was used to determine whether a statistically significant difference existed between the actual and theoretical distributions for the K_{iy} over time. Figure 34 compares the actual crash frequency distribution and the Poisson distribution using one site on Interstate 85 in Virginia between milepost 19.52 and milepost 24.73, looking at the annual number of crashes between 1991 and 1999. Table 27 shows that the calculated Χ^{2} value is less than the critical (tabulated) Χ^{2} value, which means that the assumed distribution is accepted. Theoretically, the computed chisquare value (which represents error in, or divergence from, the Poisson distribution) is less than the tabulated chisquare value; therefore, the hypothesis that the distributions are different cannot be proven at the 5 percent confidence level. Table 27. Poisson validation description and results using the total crashes at four test sites.
Verification of the Negative Binomial DistributionA similar procedure was used to test the validity of the negative binomial distribution, except that crash rates as defined in figure 3 rather than the total number of crashes, was used to as the variable of interest. Table 28 highlights the result of the chisquare test and visual inspection of figure 35 suggests that the negative binomial distribution is appropriate for these data. (Crash rates rather than the number of crashes was used because of variation in the section lengths.) Table 28. Negative binomial validation description and results.
^{*}The significance level of a chisquare test is actually a proof that a theoretical distribution does not fit the data. Thus, if a calculated chisquare value is sufficiently large such that it exceeds the 5 percent chisquare value, then it can be said that "researchers are 95 percent certain that the two distributions are different." In the two rows with asterisks, there is a 95 percent certainty that the two distributions are different but not 99 percent certain. In all other cases, it cannot be proved at the 95 percent level that the theoretical and actual distributions are different; therefore, it is presumed they are the same. Figure 35. Chart. Comparison of Negative Binomial Distribution and Actual Crash Distribution (Probability Density Function).

Topics: research, safety, speed management Keywords: research, safety, differential speed limit, universal speed limit, truck speed limit, speed limit TRT Terms: Speed limitsUnited StatesStates, RoadsUnited StatesStatesSpeed, Traffic accidentsUnited StatesStatesSpeed, Speed measurement Updated: 03/08/2016
