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Item J02ò ÝÓ ±«²¬§ ±º ±²®±» BOARD OF COUNTY COMMISSIONERS Mayor David Rice, District 4 Mayor Pro Tem Sylvia J. Murphy, District 5 Ì¸»Ú´±®·¼¿Õ»§ Danny L. Kolhage, District 1 George Neugent, District 2 Heather Carruthers, District 3 Ý±«²¬§ Ý±³³··±² Ó»»¬·²¹ Ú»¾®«¿®§ îïô îðïè ß¹»²¼¿ ×¬»³ Ò«³¾»®æ Öòî ß¹»²¼¿ ×¬»³ Í«³³¿®§ ýíðëé BULK ITEM: DEPARTMENT: Yes Planning/Environmental Resources TIME APPROXIMATE:STAFF CONTACT: Mayte Santamaria (305) 289-2500 N/A AGENDA ITEM WORDING: Approval of the 2017 U.S. 1 Arterial Travel Time and Delay Study. ITEM BACKGROUND: The US 1 Arterial Travel Time and Delay Study (ATTDS) is performed biennially to monitor the Level of Service (LOS) on US 1. The study is conducted for purposes pursuant to Sections 114-2 and 114-d overall and segment LOS on US 1 is LOS C, represented by a median speed of 45 mph. The 2017 study reports an overall LOS C on US 1 with a median speed of 46 mph. Within unincorporated Monroe County, all segments currently operate at a LOS C or better; three segments dropped in LOS and three segments increased in LOS. Within unincorporated Monroe County three segments operate at a LOS C. Duck Key (segment 15) and Long Key (segment 16) both fell from LOS B to LOS C, the lower LOS is due to the methodology procedure and not a median travel speeds (i.e. not lower speeds but changes to posted speed limits); Big Pine Key remained at LOS C. The LOS increased in Saddlebunch (segment 4) and the 7-Mile Bridge (segment 12); both improved from LOS C to LOS B. A summary of the LOS Study by segment within unincorporated Monroe County is provided below. Those segments at LOS C are highlighted in light orange. Û²¼·²¹ Ó»¼·¿² Ó»¼·¿² Ò¿³» ±º ÔÑÍ ÔÑÍ Ó·´» Í°»»¼ Í°»»¼ Í»¹³»²¬ Þ»¹·²²·²¹ Ý±²¬®±´ Ð±·²¬ Û²¼·²¹ Ý±²¬®±´ Ð±·²¬ Í»¹³»²¬ îðïë îðïé Ó¿®µ»® îðïë îðïé Ý±© Õ»§ Þ®·¼¹» øÒ÷ Õ»§ Ø¿ª»² Þ±«´»ª¿®¼ íîòç îçòì Í¬±½µ ×´¿²¼ Õ»§ Ø¿ª»² Þ±«´»ª¿®¼ Î±½µ´¿²¼ Ü®·ª» ëèòï ëçòê Þ±½¿ Ý¸·½¿ Î±½µ´¿²¼ Ü®·ª» Þ±½¿ Ý¸·½¿ Î±¿¼ ïðòë ìéòî ìêòê Þ·¹ Ý±°°·¬¬ Þ±½¿ Ý¸·½¿ Î±¿¼ Ø¿®®· Ý¸¿²²»´ Þ®·¼¹» øÒ÷ ïðòë ïêòë ëïòé ëíòí Í¿¼¼´»¾«²½¸ Ø¿®®· Ý¸¿²²»´ Þ®·¼¹» øÒ÷ Þ±© Ý¸¿²²»´ Þ®·¼¹» øÒ÷ ïêòë îðòë ìéòë ìèòí Í«¹¿®´±¿º Þ±© Ý¸¿²²»´ Þ®·¼¹» øÒ÷ Í°¿²·¸ Ó¿·² Ü®·ª» îðòë îíòð ìêòç ìèòî Ý«¼¶±» ìÛÙÑ×ÈìÕ ò Í°¿²·¸ Ó¿·² Ü®·ª» Û¿¬ Í¸±®» Ü®·ª» îíòð îëòð ììòï ìëòð Í«³³»®´¿²¼ Û¿¬ Í¸±®» Ü®·ª» Ì±®½¸óÎ¿³®±¼ Þ®·¼¹» øÍ÷ îëòð îéòë ìêòê ìêòï Î¿³®±¼ Òò Ð·²» Ý¸¿²²»´ Þ®·¼¹» Ì±®½¸óÎ¿³®±¼ Þ®·¼¹» øÍ÷ îéòë îçòë ìéòë ìéòé Òò Ð·²» Ý¸¿²²»´ Þ®·¼¹» øÒ÷ Ô±²¹ Þ»¿½¸ Ü®·ª» îçòë ííòð íèòð íçòì Þ·¹ Ð·²» Ô±²¹ Þ»¿½¸ Ü®·ª» éóÓ·´» Þ®·¼¹» øÍ÷ ííòð ìðòð ëîòï ëíòé Þ¿¸·¿ Ø±²¼¿ éóÓ·´» Þ®·¼¹» øÍ÷ éóÓ·´» Þ®·¼¹» øÒ÷ ìðòð ìéòð ëîòê ëíòí éóÓ·´» Þ®·¼¹» Ì±³ Ø¿®¾±® Ý¸ Þ®·¼¹» øÍ÷ Ô±²¹ Õ»§ Þ®·¼¹» øÍ÷ êðòë êíòð ëðòï ëíòí øî÷ Ô±²¹ Õ»§ Þ®·¼¹» øÍ÷ Ý¸¿²²»´ ýî Þ®·¼¹» øÒ÷ êíòð éíòð ìèòè ëðòë ïê Ñ½»¿² Þ±«´»ª¿®¼ ß¬´¿²¬·½ Þ±«´»ª¿®¼ çïòë ççòë ìèòë ìéòì Ì¿ª»®²·»® ß¬´¿²¬·½ Þ±«´»ª¿®¼ ççòë ïðêòð ììòè ììòì Õ»§ Ô¿®¹± Ý±«²¬§ Ô·²» Í·¹² ïðêòð ïïîòê ëîòð ëîòé óÎÙÐÇØ×ÉùÓÈÃÍÖðÛÃÈÍÎ The County Code in Section 114-2, provides that [[1632,1073,1827,1130][12][B,I,][Times New Roman]]LOS C ÛçéÉÔÛÐÐÔÛÆ×ÉÇÖÖÓÙÓ×ÎÈÛÆÛÓÐÛÚÐ×ÙÛÌÛÙÓÈÃÈÍÍÌ×ÊÛÈ×ÛÈÖÍÊÈÔ×ÍÆ×ÊÛÐÐÛÊÈ×ÊÓÛÐ Ð×ÎÕÈÔÛÎØÈÔ× ÚÃÈÔ×çéð×Æ×ÐÍÖé×ÊÆÓÙ× èÛÉÑöÍÊÙ×ï×ÈÔÍØÍÐÍÕÃÛÈÛÐÐÓÎÈ×ÊÉ×ÙÈÓÍÎÉÛÎØÊÍÛØÅÛÃÉ×ÕÏ×ÎÈÉ Úø×Æ×ÐÍÌÏ×ÎÈÏÛÃÚ×ÛÌÌÊÍÆ×ØÌÊÍÆÓØ×ØÈÔÛÈÈÔ×Ø×Æ×ÐÍÌÏ×ÎÈÓÎÙÍÏÚÓÎÛÈÓÍÎÅÓÈÔÛÐÐ ÍÈÔ×ÊÌ×ÊÏÓÈÈ×ØØ×Æ×ÐÍÌÏ×ÎÈÅÓÐÐÎÍÈØ×ÙÊ×ÛÉ×ÈÊÛÆ×ÐÉÌ××ØÚÃÏÍÊ×ÈÔÛÎÖÓÆ×Ì×ÊÙ×ÎÈ Ú×ÐÍÅðíéù ÝÝÝÝÝÝÝÝÝÝÝÝÝ Four segments within the incorporated cities of Marathon and the Village of Islamorada operate at LOS C or LOS D. Upper Matecumbe (segment 19) fell from LOS C to LOS D, while Lower Matecumbe (segment 17) and Plantation (segment 21) increased their LOS. LOS summary for the incorporated areas is provided below. Those segments with no reserve capacity are highlighted in dark orange (LOS D). Û²¼·²¹ Ó»¼·¿² Ó»¼·¿² Ò¿³» ±º ÔÑÍ ÔÑÍ Í»¹³»²¬ Þ»¹·²²·²¹ Ý±²¬®±´ Ð±·²¬ Û²¼·²¹ Ý±²¬®±´ Ð±·²¬ Ó·´» Í°»»¼ Í°»»¼ Í»¹³»²¬ îðïë îðïé Ó¿®µ»® îðïë îðïé øï÷ éóÓ·´» Þ®·¼¹» øÒ÷ Ý±½± Ð´«³ Ü®·ª» ìéòð ëìòð íéòç íéòç Ó¿®¿¬¸±² ïí øï÷ Ý±½± Ð´«³ Ü®·ª» Ì±³ Ø¿®¾±® Ý¸ Þ®·¼¹» ëìòð êðòë ëïòë ëïòê Ù®¿§ ïì øí÷ Ý¸¿²²»´ ýî Þ®·¼¹» øÒ÷ Ô·¹²«³ª·¬¿» Þ®·¼¹» øÍ÷ éíòð ééòë ìèòì ìçòè Ô Ó¿¬»½«³¾» ïé øí÷ Ô·¹²«³ª·¬¿» Þ®·¼¹» øÍ÷ Ì»¿ Ì¿¾´» Î»´·»º Þ®·¼¹» ééòë éçòë ìëòé ìéòê Ì»¿ Ì¿¾´» ïè øí÷ Ì»¿ Ì¿¾´» Î»´·»º Þ®·¼¹» øÒ÷ É¸¿´» Ø¿®¾±® Þ®·¼¹» øÍ÷ éçòë èìòð íèòë íçòî Ë Ó¿¬»½«³¾» ïç øí÷ É¸¿´» Ø¿®¾±® Þ®·¼¹» øÍ÷ Í²¿µ» Ý®»»µ Þ®·¼¹» øÒ÷ èìòð èêòð íéòç ìïòð É·²¼´»§ îð øí÷ Í²¿µ» Ý®»»µ Þ®·¼¹» øÒ÷ Ñ½»¿² Þ±«´»ª¿®¼ èêòð çïòë íèòë ìðòë Ð´¿²¬¿¬·±² îï ùÓÈÃÍÖïÛÊÛÈÔÍÎ æÓÐÐÛÕ×ÍÖóÉÐÛÏÍÊÛØÛ Islamorada adopted a Comprehensive Plan amendment to address US1 level of service (LOS) standards for transportation facilities, as follows: [[280,2800,480,2857][12][B,I,][Times New Roman]]Policy 2 [[455,2800,505,2857][12][B,I,][Times New Roman]]- [[472,2800,1350,2857][12][B,I,][Times New Roman]]1.2.1: Adopt Level of Service (LOS) St [[1314,2800,2243,2857][12][B,I,][Times New Roman]]andards Pursuant to the U.S. 1 Level of [[280,2856,740,2913][12][B,I,][Times New Roman]]Service Task Force. óÉÐÛÏÍÊÛØÛæÓÐÐÛÕ×ÍÖóÉÐÛÎØÉÔ×Ê×ÚÃÛØÍÌÈÉÈÔ×ÖÍÐÐÍÅÓÎÕÐ×Æ×ÐÍÖÉ×ÊÆÓÙ× ðíéÉÈÛÎØÛÊØÉÖÍÊÊÍÛØÅÛÃÉÌÇÊÉÇÛÎÈÈÍÈÔ×Ï×ÈÔÍØÍÐÍÕÃØ×Æ×ÐÍÌ×ØÚÃÈÔ×çéð×Æ×ÐÍÖ ìÛÙÑ×ÈìÕ ò é×ÊÆÓÙ×èÛÉÑöÍÊÙ×ÖÍÊÛÎÛÐÃÂÓÎÕðíéÓÎïÍÎÊÍ×ùÍÇÎÈÃ èÔ×Ð×Æ×ÐÍÖÉ×ÊÆÓÙ×ÍÎçéÉÔÛÐÐÚ×ÏÛÓÎÈÛÓÎ×ØÅÓÈÔÓÎÍÖðíéùÛÉÏ×ÛÉÇÊ×ØÍÎ ÛÎÍÆ×ÊÛÐÐÙÍÇÎÈÃÅÓØ×ÚÛÉÓÉÎÍÈØ×Ì×ÎØ×ÎÈÍÎÛÎÃÉÓÎÕÐ×ÊÍÛØÉ×ÕÏ×ÎÈÇÉÓÎÕÈÔ× Ï×ÛÉÇÊ×ØÏ×ØÓÛÎÈÊÛÆ×ÐÉÌ××ØÖÊÍÏÈÔ×ÛÎÎÇÛÐÊ×ÌÍÊÈÍÖÌÇÚÐÓÙÖÛÙÓÐÓÈÓ×ÉÙÛÌÛÙÓÈÃ öÍÊÛÐÐÍÈÔ×ÊÊÍÛØÅÛÃÉÖÍÊÅÔÓÙÔÈÔ×æÓÐÐÛÕ×ÓÉÊ×ÉÌÍÎÉÓÚÐ×ÈÔ×æÓÐÐÛÕ×Ô×Ê×ÚÃÛØÍÌÈÉ ÛÏÓÎÓÏÇÏðíéÉÈÛÎØÛÊØÍÖøÛÉÏ×ÛÉÇÊ×ØÚÃÌ×ÛÑÔÍÇÊÈÊÛÖÖÓÙÆÍÐÇÏ×ÉÛÈÛÐÐ ÓÎÈ×ÊÉ×ÙÈÓÍÎÉÓÎÙÐÇØÓÎÕÚÇÈÎÍÈÐÓÏÓÈ×ØÈÍÛÐÐÓÎÈ×ÊÉ×ÙÈÓÍÎÉÅÓÈÔçé [[280,760,484,817][12][B,I,][Times New Roman]]Policy 2 [[459,760,509,817][12][B,I,][Times New Roman]]- [[476,760,2243,817][12][B,I,][Times New Roman]]1.2.4: Prevent Development Resulting in Additional Trips on Deficient U.S. 1 [[281,817,745,874][12][B,I,][Times New Roman]]Without Mitigation. èÔ×æÓÐÐÛÕ×ÉÔÛÐÐØ×ÎÃØ×Æ×ÐÍÌÏ×ÎÈÌ×ÊÏÓÈÉÖÍÊØ×Æ×ÐÍÌÏ×ÎÈÈÔÛÈÅÍÇÐØ Ê×ÉÇÐÈÓÎÛØØÓÈÓÍÎÛÐÈÊÓÌÉÍÎçéÇÌÍÎ×ÄÔÛÇÉÈÓÎÕÈÔ×Ú×ÐÍÅðíéùÛÐÐÍÅÛÎÙ×ÛÇÈÔÍÊÓÂ×Ø ÚÃÈÔ×çéèÛÉÑöÍÊÙ×ï×ÈÔÍØÍÐÍÕÃÛÉÏ×ÛÉÇÊ×ØÍÎÛÎÍÆ×ÊÛÐÐÙÍÇÎÈÃÅÓØ×ÚÛÉÓÉÎÍÈ Ø×Ì×ÎØ×ÎÈÍÎÛÎÃÉÓÎÕÐ×çéÉ×ÕÏ×ÎÈÇÎÐ×ÉÉÈÔ×ÓÏÌÛÙÈÉÍÖÈÔ×ÌÊÍÌÍÉ×ØØ×Æ×ÐÍÌÏ×ÎÈÙÛÎ Ú×ÏÓÈÓÕÛÈ×ØÖÍÊÓÈÉÌÊÍÌÍÊÈÓÍÎÛÈ×ÉÔÛÊ×ÍÖÊ×ËÇÓÊ×ØÈÊÛÎÉÌÍÊÈÛÈÓÍÎÙÍÎÙÇÊÊ×ÎÙÃÓÏÌÊÍÆ×Ï×ÎÈÉ ÌÇÊÉÇÛÎÈÈÍé×ÙÈÓÍÎ öé ÝÝÝÝÝÝÝÝÝÝÝÝÝ To better understand the operation of US 1 and the traffic delays, the BOCC requested a comprehensive study by FDOT. Specifically, on May 17, 2017, the BOCCadopted Resolution No. 139-2017 to request FDOT to undertake the following: 1.Identify and quantify the user distinct groups, including the proposed destinations, on US-1 including their distribution in different parts of the County; 2.Determine the proportion of traffic/trips that are long-haul transportation of visitors from outside of Monroe County, internal visitor circulation, worker commuters and commercial traffic, both from outside of the county and within, and normal resident circulation; 3.Utilize transportation user group information to evaluate potential transportation alternative ûÕ×ÎØÛÓÈ×ÏÅÛÉÍÊÓÕÓÎÛÐÐÃÌÊ×ÌÛÊ×ØÖÍÊÈÔ×é×ÌÈ×ÏÚ×Ê ÚÇÈÅÛÉÊ×ÉÙÔ×ØÇÐ× ØÇ×ÈÍÈÔ×ÔÇÊÊÓÙÛÎ× PREVIOUS RELEVANT BOCC ACTION: September 17, 2016 - Approval of 2013 US 1 Arterial Travel Time and Delay Study (ATTDS). February 18, 2015 - Approval of work Order #12 to complete the 2015 ATTDS. October 21, 2015 - Approval of 2015 ATTDS. November 22, 2016 - Approval of WO # 19 to complete the 2017 ATTDS. CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATION: Approval ìÛÙÑ×ÈìÕ ò DOCUMENTATION: 2017 TTDS Presentation Summary 2017 LOS_TTDS 2017 2017 Arterial Travel Time and Delay Study (adobe) FINANCIAL IMPACT: Effective Date: Expiration Date: Total Dollar Value of Contract: N/A Total Cost to County: N/A Current Year Portion: Budgeted: No Source of Funds: N/A CPI: Indirect Costs: Estimated Ongoing Costs Not Included in above dollar amounts: Revenue Producing: No If yes, amount: Grant: County Match : Insurance Required: Additional Details: REVIEWED BY: Mayte Santamaria Completed 08/30/2017 9:06 AM Assistant County Administrator Christine Hurley Completed 08/31/2017 4:53 PM Steve Williams Completed 09/01/2017 8:39 AM Jaclyn Carnago Completed 09/01/2017 8:43 AM Budget and Finance Skipped 06/02/2017 11:07 AM Maria Slavik Skipped 06/02/2017 11:07 AM Mayte Santamaria Completed 09/05/2017 12:12 PM Kathy Peters Completed 09/05/2017 1:51 PM Board of County Commissioners Completed 09/20/2017 9:00 AM Board of County Commissioners Pending 02/21/2018 9:00 AM ìÛÙÑ×ÈìÕ ûÈÈÛÙÔÏ×ÎÈ èèøéìÊ×É×ÎÈÛÈÓÍÎáê×ÆÓÉÓÍÎß çéûÊÈ×ÊÓÛÐèÊÛÆ×ÐèÓÏ×ÛÎØø×ÐÛÃéÈÇØÃ ûÈÈÛÙÔÏ×ÎÈ èèøéìÊ×É×ÎÈÛÈÓÍÎáê×ÆÓÉÓÍÎß çéûÊÈ×ÊÓÛÐèÊÛÆ×ÐèÓÏ×ÛÎØø×ÐÛÃéÈÇØÃ ûÈÈÛÙÔÏ×ÎÈ èèøéìÊ×É×ÎÈÛÈÓÍÎáê×ÆÓÉÓÍÎß çéûÊÈ×ÊÓÛÐèÊÛÆ×ÐèÓÏ×ÛÎØø×ÐÛÃéÈÇØÃ ûÈÈÛÙÔÏ×ÎÈ èèøéìÊ×É×ÎÈÛÈÓÍÎáê×ÆÓÉÓÍÎß çéûÊÈ×ÊÓÛÐèÊÛÆ×ÐèÓÏ×ÛÎØø×ÐÛÃéÈÇØÃ ûÈÈÛÙÔÏ×ÎÈ èèøéìÊ×É×ÎÈÛÈÓÍÎáê×ÆÓÉÓÍÎß çéûÊÈ×ÊÓÛÐèÊÛÆ×ÐèÓÏ×ÛÎØø×ÐÛÃéÈÇØÃ adaromalsI nohtaraM ûÈÈÛÙÔÏ×ÎÈ èèøéìÊ×É×ÎÈÛÈÓÍÎáê×ÆÓÉÓÍÎß çéûÊÈ×ÊÓÛÐèÊÛÆ×ÐèÓÏ×ÛÎØø×ÐÛÃéÈÇØÃ ûÈÈÛÙÔÏ×ÎÈ èèøéìÊ×É×ÎÈÛÈÓÍÎáê×ÆÓÉÓÍÎß çéûÊÈ×ÊÓÛÐèÊÛÆ×ÐèÓÏ×ÛÎØø×ÐÛÃéÈÇØÃ ûÈÈÛÙÔÏ×ÎÈéÇÏÏÛÊÃ ðíéÝèèøé çéûÊÈ×ÊÓÛÐèÊÛÆ×ÐèÓÏ×ÛÎØø×ÐÛÃéÈÇØÃ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù 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ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ ò Ù ìÛÙÑ×ÈìÕ 2017 US 1 TRAVEL TIME AND DELAY STUDY2017 US 1 TRAVEL TIME AND DELAY STUDY Methodology TravelspeedasameansforassessingLevel • ofService(LOS) OverallLOS/Speed:LOSC/45mph • LOSforindividualsegmentisdeterminedby • comparingtravelspeedtotheweighted averagepostedspeed TTDstudiesconductedannuallybetween • 1991to2013,andonceeverytwoyearsafter 2013 TheUS1LOSTaskForce(MonroeCounty • andFDOTpersonnel)metin1997to reevaluatetheLOSprocedure 2017 US 1 TRAVEL TIME AND DELAY STUDY2017 US 1 TRAVEL TIME AND DELAY STUDY LOS Criteria LOSrangesfromAtoF • LOSforUninterruptedFlow • LOSforInterruptedFlow • 2017 US 1 TRAVEL TIME AND DELAY STUDY2017 US 1 TRAVEL TIME AND DELAY STUDY Data Collection Thereare24segmentswithintheKeys • Eachsegmenthasa“controlpoint”thatisused • formeasuringthesegment’stravelspeed Speedismeasuredusingtimelapsebetween • thebeginningandendingcontrolpointsineach segment TheLOSisthendeterminedbycomparingthe • measuredtravelspeedtothesegment’s weightedaveragespeedlimit 2017 US 1 TRAVEL TIME AND DELAY STUDY2017 US 1 TRAVEL TIME AND DELAY STUDY 2017 US 1 TRAVEL TIME AND DELAY STUDY2017 US 1 TRAVEL TIME AND DELAY STUDY Name of Beginning Ending LOSLOSMedian Speed Median SegmentBeginning Control PointEnding Control Point SegmentMile MarkerMile Marker201520172015Speed 2017 1Stock IslandCow Key Bridge (N)Key Haven Boulevard4.05.0BB32.929.4 2Boca ChicaKey Haven BoulevardRockland Drive5.09.0AA58.159.6 3Big CoppittRockland DriveBoca Chica Road9.010.5BB47.246.6 4SaddlebunchBoca Chica RoadHarris Channel Bridge (N)10.516.5CB51.753.3 5SugarloafHarris Channel Bridge (N)Bow Channel Bridge (N)16.520.5AA47.548.3 6CudjoeBow Channel Bridge (N)Spanish Main Drive20.523.0AA46.948.2 7SummerlandSpanish Main DriveEast Shore Drive23.025.0BB44.145.0 8RamrodEast Shore DriveTorch-Ramrod Bridge (S)25.027.5AB(1)46.646.1 9TorchTorch-Ramrod Bridge (S)N. Pine Channel Bridge (N)27.529.5AA47.547.7 10Big PineN. Pine Channel Bridge (N)Long Beach Drive29.533.0CC38.039.4 11Bahia HondaLong Beach Drive7-Mile Bridge (S)33.040.0BB52.153.7 Marathon 127-Mile Bridge7-Mile Bridge (S)7-Mile Bridge (N)40.047.0CB52.653.3 13Marathon7-Mile Bridge (N)Coco Plum Drive47.054.0AA37.937.9 14GrassyCoco Plum DriveToms Harbor Ch Bridge (S)54.060.5CC51.551.6 15DuckToms Harbor Ch Bridge (S)Long Key Bridge (S)60.563.0BC(2)50.153.3 16LongLong Key Bridge (S)Channel #2 Bridge (N)63.073.0BC(2)48.850.5 17L MatecumbeChannel #2 Bridge (N)Lignumvitae Bridge (S)73.077.5DC48.449.8 Islamorada 18Tea TableLignumvitae Bridge (S)Tea Table Relief Bridge (N)77.579.5DD45.747.6 19U MatecumbeTea Table Relief Bridge (N)Whale Harbor Bridge (S)79.584.0CD(2)38.539.2 20WindleyWhale Harbor Bridge (S)Snake Creek Bridge (N)84.086.0CC37.941.0 21PlantationSnake Creek Bridge (N)Ocean Boulevard86.091.5CB38.540.5 22TavernierOcean BoulevardAtlantic Boulevard91.599.5AA48.547.4 23Key LargoAtlantic BoulevardC-90599.5106.0AA44.844.4 24CrossC-905County Line Sign106.0112.6BB52.052.7 Overall4.0112.6CC45.146.0 1 –Lower travel speed 2 –Slightly higher travel speed but change in the weighted average speed limit 2017 US 1 TRAVEL TIME AND DELAY STUDY2017 US 1 TRAVEL TIME AND DELAY STUDY Results Overall travel speed on US 1 was found to be 46 mph • In 2015, the overall travel speed was 45.1mph • Compared to 2015, median speeds increased in 18out of the 24 • segments deteriorated) There were LOS changes in 8segments (4improved and 4 • Segments 18and 19have LOS “D” ( LOS standard is C) • No segments at LOS E • 2017 U.S 1 TRAVEL TIME AND DELAY STUDY2017 U.S 1 TRAVEL TIME AND DELAY STUDY Questions?