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TRAFFic EjvGijvEERs, / C. <br />'Fable 2 Background and Future LOS <br />LOS / Delay (s) <br />SH 225 EBFR at Sens Road <br />SH 225 WBFR at Sens Road <br />AM Peak <br />PM Peak <br />Background <br />Future <br />Background <br />Future <br />B/13 <br />B/12 <br />A/9 <br />A/10 <br />A/8 <br />A/9 <br />B/14 <br />B/14 <br />As shown in Table 2, the added <br />traffic is not projected to <br />substantially impact the LOS at <br />the two analysis intersections. <br />The existing volumes are low <br />compared to the capacity of the intersections and will remain comparatively low even with the addition <br />of site -generated traffic. The per -vehicle delays at the intersection of SH 225 EBFR at Sens Road in the <br />AM Peak is actually projected to improve: this is due to the high number of right -turns onto the SH 225 <br />EBFR for site -generated traffic. Vehicles making the right -turn movement incur less delay than the <br />average vehicle utilizing the intersection because of their ability to make a right -turn on red. <br />Because the analysis indicates the distribution center will have no significant traffic impacts, no street or <br />signal improvements are recommended. If you have any questions regarding the results of this analysis, <br />please contact me at 713-398-7461 or e-mail r u',, <br />Sincerely, <br />LV-,, 4 ->TV <br />Dustin Qualls, PE, PTOE <br />Principal <br />Attachments <br />AM and PM Peak Hour Turning Movement Counts <br />ITE Trip Generation <br />Existing Capacity Analyses <br />Future Capacity Analyses <br />THE TEAM YOU CAN DEPEND ON PAGE 4 OF 4 <br />