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i I I <br /> 1 <br /> TABLE 3 <br /> H <br /> 90 ACCESS RECOMMENDATIONS <br /> a <br /> OTurn <br /> Lane Queue Deceleration Total Existing <br /> n Intersection Movement Volume (1) Warranted? (2) Length 3 Length 4 Lenqth Lenqth <br /> a <br /> Eiland Blvd and EBL 225/346 Existing 225' 290' 515' 150' <br /> fA Simons Rd WBR 36/107 Existing 150' 290' 440' 320' <br /> Z SBR 304/308 Proposed 276' 145' 420' - <br /> A <br /> (1) See Figure 7, 2028 Background plus Project Traffic, of this report. - <br /> (2) Based on NCHRP 279 and NCHRP 457. <br /> (3) Queue length: <br /> Eiland Blvd and Simons Rd : <br /> EBL -SYNCHRO SimTraffic 95th Percentile Queue <br /> WBR-(107/30)X 1.5 X 25 = 134' Use 150' <br /> SBR -SYNCHRO SimTraffic 95th Percentile Queue <br /> (4) Based on FDOT Standard Plans Index 711-001 and the following posted speed limits: <br /> Simons Rd-30 MPH <br /> Eiland Blvd-45 MPH <br />