Person Throughput Trends Sample Clauses

Person Throughput Trends. Figure 17 provides person throughput on both the managed lanes and the entire facility between 2006 and 2009, by multiplying the peak period AVO values presented in Table 13 above by peak period traffic volumes provided by FDOT. Southbound person throughput is provided for the AM peak period (7 to 9am) and northbound person throughput is provided for the PM peak period (4 to 6pm). 2009 person throughput information is only available in the northbound direction. The corresponding Table 14 compares the person throughput figures from 2008 and 2009 broken out by vehicle type. Figure 17 - Person Throughput Trends – South of Golden Glades Table 14 Person Throughput by Vehicle Type in Managed Lanes 2008 vs 2009 (Northbound; PM Peak Period – 4 to 6pm) Vehicle Type Managed Lanes (Total Person Vol per Peak Period) Facility (Total Person Vol per Peak Period) 2008 2009 % Change 2008 2009 % Change SOV 1,061 3,778 256.1% 9,141 12,206 33.5% HOV 2 3,040 1,899 -37.5% 10,437 8,181 -21.6% HOV 3 477 171 -64.2% 2,335 2,558 9.6% Transit 810 821 1.4% 810 821 1.4% Total 5,387 6,669 23.8% 22,723 23,766 4.6% Figure 17 shows that northbound person throughput on the managed lanes has increased between 2008 and 2009 from 5,387 to 6,669 (23.8 percent increase) persons per peak period, which contrasts the unchanged person throughput between 2006 and 2008, suggesting that the observed increase is likely to be due to northbound Express Lanes implementation. Table 13 shows that this increase is due to a dramatic increase in Single Occupant Vehicles (SOVs) within the managed lanes (though SOVs were not technically allowed in the HOV lanes prior to Express Lanes implementation, clearly violation rates were high). It should also be noted that an extra lane of capacity was added to the facility. Transit person throughput was measured at an increase of only 1.4 percent, which is markedly different to the 30 percent ridership increase discussed in Section 6.1, though these two figures are not directly comparable due to differences in collection method (one day sample versus monthly average), time period (PM Peak period only versus all day), and direction (northbound only versus both directions). It can also be seen from Table 14 that HOV2 and HOV3 person throughput in the managed lanes decreased significantly between 2008 and 2009, due to the raising of the occupancy level for two to three persons per vehicle, and due to the more restrictive registration requirements. Interestingly, HOV3 volum...
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