Nationwide WB WBL/WBT/WBR 15

from Graves Mill Road Corridor Improvement Study

Graves Mill EB EBT/EBR 240

Lane Group EBT WBL WBT NBL NBR Lane Group Flow (vph) 1571 39 1599 109 249 v/c Ratio 0.68 0.17 0.62 0.43 0.79 Control Delay 13.5 7.4 8.5 33.2 34.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 13.5 7.4 8.5 33.2 34.5 Queue Length 50th (ft) 155 7 250 46 61 Queue Length 95th (ft) 562 m16 429 88 134 Internal Link Dist (ft) 952 1251 593 Turn Bay Length (ft) 330 240 Base Capacity (vph) 2310 229 2568 340 388 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.68 0.17 0.62 0.32 0.64 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Graves Mill Road Corridor Plan 10/10/2017 Future Build Priority 1 EPR Synchro 9 Report Page 1

Nationwide WB WBL/WBT/WBR 15

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Graves Mill EB EBT/EBR 240

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Graves Mill EB EBT/EBR 240

Table 10 – Draft Project Summary (Pre Final Public Meeting

Graves Mill EB EBL/EBT 198

Other Considerations

Graves Mill EB EBR 210 22

Figure 8 – Future (2040) LOS and Delay

Graves Mill WB WBT 74

Table 9 – Comprehensive Project Screening Results

Creekside SB SBT/SBR 31

This article is from:

Graves Mill Road Corridor Improvement Study