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Reports - Transportation Impact Study - 08/28/2024
�LOOM, FILING 6 TRAIVSPORTATION IMPACT STUDY FORT COLLINS, COLORADO AUGI�ST 2024 Prepared far: TDC Development 8840 Langs Peak Circle Windsor, CO 80550 Prepared by: DELICFi ASSOCIATES 2272 Glen Haven Drive Fort Collins, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 .�% � � ���N����� . . r � .��'S e � `�^"v' . ,,,�ar 't ''s � . •p �" � �. ;; ����� �z 7 z��,�-. � Y .:, �� 5 E"�e"° �e'ts �'�,� `�.� .� � '� . ., �y�A+ .e�� h r:. Project #2339 TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................1 II. EXISTING CONDITIONS ..........................................................................................2 LandUse .........................................................................................................................2 Roads.............................................................................................................................. 2 ExistingTraffic .................................................................................................................5 ExistingOperation ........................................................................................................... 5 PedestriansFacilities ...................................................................................................... 5 BicycleFacilities ..............................................................................................................9 TransitFacilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... TripGeneration ............................................................................................................. TripDistribution ............................................................................................................. BackgroundTraffic Projections ..................................................................................... TrafficAssignment ......................................................................................................... TotalTraffic ................................................................................................................... SignalWarrants ............................................................................................................. Geometry...................................................................................................................... OperationsAnalysis ...................................................................................................... QueuingAnalysis .......................................................................................................... 10 10 10 10 16 16 16 16 22 22 Pedestrian Level of Service ........................................................................................... 28 Bicycle Level of Service ................................................................................................ 29 Transit Level of Service .................................................................................................29 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 30 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 12 3. Short Range (2028) Background Peak Hour Operation .......................................... 23 4. Long Range (2045) Background Peak Hour Operation ........................................... 24 5. Short Range (2028) Total Peak Hour Operation ..................................................... 25 6. Long Range (2045) Total Peak Hour Operation ...................................................... 26 �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry ..................................................................................4 3. Recent Peak Hour Traffic ....................................................................................... 4. Averaged/Balanced and Synthesized Recent Peak Hour Traffic ............................ 5. Site Plan .................................................................................................................. 6. Trip Distribution ....................................................................................................... 7. Short Range (2028) Background Peak Hour Traffic ................................................ 8. Long Range (2045) Background Peak Hour Traffic ................................................. 9. Site Generated Peak Hour Traffic ........................................................................... 10. Short Range (2028) Total Peak Hour Traffic ........................................................... 11. Long Range (2045) Total Peak Hour Traffic ............................................................ 12. Short Range (2028) Geometry ................................................................................ 13. Long Range (2045) Geometry ................................................................................. 14. Queuing Plan .......................................................................................................... APPENDICES A. Study Limits/Base Assumptions Form B. Recent Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions D. Short Range (2028) Background Peak Hour Operation E. Long Range (2045) Background Peak Hour Operation F. Short Range (2028) Total Peak Hour Operation G. Long Range (2045) Total Peak Hour Operation H. Pedestrian/Bicycle Level of Service .. 6 .. 7 11 13 14 15 17 18 19 20 21 27 �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements for the proposed Bloom, Filing 6 development. The proposed Bloom, Filing 6 development is located north of Mulberry Street and the North Frontage Road, and west of Greenfields Court in Fort Collins, Colorado. This TIS addresses both the short range (2028) and the long range (2045) futures. During the course of this analysis, numerous contacts were made with City staff, the project developer (TDC Development), and the project planning consultant (Planscapes Design Group). Since this land is within the City of Fort Collins, the traffic impact study guidelines for Fort Collins, as contained in the "Larimer County Urban Area Street Standards" (LCUASS) were used. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants and geometric requirements. The following intersections, as agreed to in the scoping discussions, were addressed in this traffic study: Mulberry/Greenfields, Greenfields/N. Frontage Road, and N. Frontage Road/Site Access intersections. Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Bloom, Filing 6 development. This TIS addresses staff comments related to the "Bloom, Filing 6 Transportation Impact Study," dated May 2024, and discussions with City staff and CDOT staff related to the direct access to/from Mulberry Street (SH14) and the N. Frontage Road. �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Bloom, Filing 6 site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use The project site is currently vacant. The land surrounding the site consists of primarily commercial and residential uses. There are commercial uses to the west and east of the site. There are residential uses and developing residential uses to the north, northwest, and south of the site. The center of Fort Collins lies to the west of the Bloom, Filing 6 site. Roads The primary streets near the Bloom, Filing 6 site are Mulberry Street, Greenfields Court, and the N. Frontage Road. The existing geometry and control at the Mulberry/ Greenfields, Greenfields/N. Frontage Road, Mulberry/RT Access, and N. Frontage Road/ RT Access intersections is shown in Figure 2. Mulberry Street is to the south of the Bloom, Filing 6 site. It is an east-west street designated as a six-lane arterial street on the Fort Collins Master Street Plan. Currently, Mulberry Street has a four-lane cross section, with grass center median, and an existing posted speed of 45 mph. At the Mulberry/Greenfields intersection, Mulberry Street has eastbound and westbound left-turn lanes, two through lanes in each direction, and eastbound and westbound right-turn lanes. There are also short eastbound and westbound right-turn acceleration lanes. The Mulberry/Greenfields intersection has signal control. At the Mulberry/RT Access intersection, Mulberry Street has two westbound through lanes and a westbound right-turn lane. There is also a short westbound right-turn acceleration lane. The Mulberry/RT Access intersection has stop sign control on the RT Access. This RT Access is to be closed with this development proposal. This is consistent with the SH14 Access Control Plan. Greenfields Court is a north-south street designated as a two-lane arterial street, north of Mulberry Street, on the Fort Collins Master Street Plan. Greenfields Court is designated as a collector street, south of Mulberry Street. At the Mulberry/Greenfields intersection, Greenfields Court has northbound and southbound left-turn lanes and combined northbound and southbound through/right-turn lanes. Currently, Greenfields Court is under construction to build a roundabout at the Greenfields/N. Frontage Road intersection. At the time of the traffic counts, the Greenfields/N. Frontage Road intersection had stop sign control on Greenfields Court. The N. Frontage Road is to the south of (adjacent to) the Bloom, Filing 6 site. The N. Frontage Road is designated as a collector street on the Fort Collins Master Street Plan. At the time of the traffic counts, the Greenfields/N. Frontage Road intersection had �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 2 SCALE: 1 "=2000' SITE LOCATION �� �-DELICH � � rASSOCIATES Figure 1 Bloom, Filing 6 TIS, August 2024 Page 3 / � 1 /� _ ►— � A� w � a� a� rLn V � - Denotes Lane - Right-turn Acceleration Lane EXISTING INTERSECTION GEOMETRY �� �—DELICH � � rASSOCIATES Figure 2 Bloom, Filing 6 TIS, August 2024 Page 4 stop sign control on Greenfields Court. At the N. Frontage Road/RT Access intersection, there is stop sign control on the N. Frontage Road. The N. Frontage Road is posted at 35 mph. Existing Traffic Recent peak hour traffic volumes at the Mulberry/Greenfields, Greenfields/N. Frontage Road, Mulberry/RT Access, and N. Frontage Road/RT Access intersections are shown in Figure 3. The counts at the Mulberry/Greenfields intersection were obtained in June 2022 by the City of Fort Collins. The counts at the Greenfields/N. Frontage Road intersection were obtained from the "Bloom Master Traffic Impact Study," dated January 2022. At the time of this TIS, the Greenfields/N. Frontage Road intersection was under construction, rebuilding the intersection with a roundabout. This construction also had the N. Frontage Road closed between Greenfields Court and just east of the RT Access intersection. Therefore, recent traffic counts could not be obtained. In order to synthesize traffic counts at the Mulberry/RT Access and N. Frontage Road/RT Access intersections, the link volumes on the N. Frontage Road were reviewed and a rough trip generation for the land uses along the N. Frontage Road was calculated. The averaged/balanced and synthesized recent peak hour traffic are shown in Figure 4. Existing Operation The Mulberry/Greenfields, Greenfields/N. Frontage Road, Mulberry/RT Access, and N. Frontage Road/RT Access intersections were evaluated, and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections currently meet the Fort Collins operational criteria with existing control, signal timing, and geometry. The existing signal timing was used at the Mulberry/Greenfields intersection. The intersections were evaluated using techniques provided in the Hiqhwav Capacity Manual, 6'h Edition. A description of level of service for signalized and unsignalized intersections from the Hiqhway Capacity Manual, 6t" Edition and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. At signalized intersections, acceptable operation is considered to be at level of service D overall and level of service E for any approach leg or movement. Acceptable operation is considered to be at level of service D overall and level of service F for any approach leg at unsignalized intersections. Pedestrian Facilities There are no sidewalks in the area of the Bloom, Filing 6 site. There are some developing pedestrian facilities south of Mulberry Street. Pedestrian facilities will be built with the reconstruction and extension of Greenfields Court with the Bloom, Filing 2, 3, and 4 projects. �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 5 / � 'a• 16/33� o,�tiag \ � \v' � rn�� rnwv i 1 � � 12/7 � 53/77 1� �� M � N � 7/9 � 1595/1309 � 63/66 Mulberry 27/23 � 986/1824 i 89/74 � � � � cov� rn�� rn � � a� � c � a> /L� V � AM/PM RECENT PEAK HOUR TRAFFIC �� �-DELICH � � rASSOCIATES Figure 3 Bloom, Filing 6 TIS, August 2024 Page 6 / � ► 12/7 � 49/74 10/13 — 14/32 � 2/8 — 4/8 � � N � f 1099/1920 — f 4�2 � 12/19 ��/ N. Frontage Rd. rn I N V N � � 36/17 � 1668/1428 Mulberry N �� O �� f 1 � 24/� 986/1824 — 89/74 � 1� �rn �. M � M � 6/9 � 1595/1309 � 63/66 � � � CflMN ��-v �o� rn � � � � c N N /L� V � AM/PM AVERAGED/BALANCED AND SYNTHESIZED RECENT PEAK HOUR TRAFFIC Figure 4 �� �-DELICH ASSOCIATES Bloom, Filing 6 TIS, August 2024 � � r Page 7 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM EB LT A A EB T A B EB RT A A EB APPROACH A B WB LT A B WB T B A WB RT A A Mulberry/Greenfields �/�/g APPROACH B A (signal) NB LT D E NB T/RT D D NB APPROACH D E SB LT D D SB T/RT D D SB APPROACH D D OVERALL B B NB LT/RT A A Greenfields/N. Frontage Road �/g LT/T A A (stop sign) OVERALL A A Mulberry/RT Access SB RT B B (RT-in/RT-out) EB T/RT A A N. Frontage Road/RT Access WB LT/T A A (stop sign) NB LT/RT A A OVERALL A A �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 8 Bicycle Facilities Bicycles use the wide shoulders on Mulberry Street. There are bicycle lanes along Greenfields Court, south of Mulberry Street. Bicycle facilities will be included with the reconstruction and extension of Greenfields Court with the Bloom, Filing 2, 3, and 4 projects. Transit Facilities Currently, this area of Fort Collins is served by Transfort Route 14 service on the S. Frontage Road, Greenfields Court, and the N. Frontage Road. �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The proposed Bloom, Filing 6 will consist of a C-store/gas station, a one window drive-thru coffee shop, an automated car wash, and approximately 8,000 square feet of retail. Figure 5 shows a site plan of the proposed Bloom, Filing 6 site. The short range analysis (Year 2028) includes development of the proposed Bloom, Filing 6 site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range analysis year is considered to be 2045. Access to the Bloom, Filing 6 site will be via one proposed full-movement access to/from the N. Frontage Road. Trip Generation Trip generation is important in considering the impact of a development on the existing and proposed street system. Trip Generation, 11t" Edition, ITE was used to determine the trips that would be generated by the Bloom, Filing 6 development. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation from the site on a daily and peak hour basis. The trip generation for full development of Bloom, Filing 6 site resulted in 5,770 daily trip ends, 592 morning peak hour trip ends, and 534 afternoon peak hour trip ends. Pass-by rates for the peak hours were applied according to the Trip Generation Handbook, 3rd Edition, ITE. Trip Distribution Trip distribution for the Bloom, Filing 6 site was estimated using knowledge of the existing and planned street system, existing traffic patterns, development trends, and engineering judgment. Figure 6 shows the trip distribution for the short range (2028) and long range (2045) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. The trip distribution applies to the assigned site trips. Passby trips are based upon the distribution of the existing traffic volumes on the street. Background Traffic Projections Background traffic projections for the short range (2028) and long range (2045) future horizons were developed by factoring the volumes on Mulberry Street by approximately two percent per year. In addition to this, site traffic from Bloom, Filing 2, 3, and 4 were added to the traffic forecasts in the short range (2028) future. Site traffic from the Bloom Master TIS was used for the long range (2045) traffic projections. Figures 7 and 8 respectively show the short range (2028) and long range (2045) background peak hour traffic at the Mulberry/Greenfields and Greenfields/N. Frontage Road intersections. �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 10 1 � I ` � � �. � ,,; �': nacrs. arrA p ... •�w .a .. ... .. I r �`'`\`�\ I� � � , �. :.�L _ �. .� .,Y�. . �,. �, . `. � � `. � � ��� � '`� `� '�z I CE TE NTIptJ cr eze Saw� F<erc � N SCALE: 1 "=100' �.,..�. �I I �� I ��, � I � � I �. T� I � � I ��� . . OWSYIIRI�4M���.. )131�$��reFnpt - I � \ 0 1) nzrc . I� ... cr 8..4 � . I , _:.. � -.._...- .- � " _ �I� .�:�.a_isuir.r Iti�:._C..._ -� II - �� ( � . . � 8 4 �� Q O� i f � - �� ; � � - .o,. = g � � . �96t550uraF�s1 � �. .,.. � xiSrwrc.wi_ � � , I i � xle� I^ _ � 1 r�r� �Z � I lJ — — U � 0 • G • I 0 — - �..� . .. . ,. - - - - � — � � -��� . _ I� . �- - !�� � ' �� � Qj • 8 4 �(!y �sa v" I _ j,��V' �� GSTORE � l. _ �" � 5.E00 sp rt . I � 4 i�t � I Q I il , � I � a !_ � . - I . _ _ � - M n E $.n.�4 .n.m..mn'....�:e7*w.c' .,._"______T__'_'-__.. _ -" __i _.-____.'_-'._ _' _____ . .__�_..._________-_ w�n.n s !i ;.,.:,...� o . .. —'�—' n... __ 1-I- � — - - -- - ; : � - - � - - � — - � � R' r — — ��-- � -• . " '`. . . �.t.r — — —o-�"T - — EASTMUIBERIPY/CO/I/fRCW/AGEAVAO .r'c . . S '� . �v .n. � i .w. ... , , . . . l0.0 , 170.tl . . � SITE PLAN �� �-DELICH � � rASSOCIATES Figure 5 Bloom, Filing 6 TIS, August 2024 Page 11 TABLE 2 Trip Generation AWDTE AM Peak Hour PM Peak Hour Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out 16 27.04 27.04 22.76 22.76 945 GSta'e/Gas �ti� 257.13 4114 �o�0 216 �o�0 217 �a�o 182 �/0 182 937 C,offeelDionut Shop 1.0 KSF 533.57 534 85.88 � 85.88 42 38.99 � 9 38.99 � with Drive-Thru 51 % 49% 50% 50% 822 Strip Retail Plaza 8.0 KSF 54.45 436 2.36 � � 2.36 8 6.59 � 6.59 27 �/o �/o �% �% � Auta�nated Car 1 Tunnel Est. 686 Est. 27 Est. 27 77.50 � 77.50 � WaSh 50% 50% Total 5770 298 294 266 268 �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 12 / � � 5% � 30% � � Mulberry N. Frontage Rd. TRIP DISTRIBUTION �� �-DELICH � � rASSOCIATES ��%�, %%�/ . .... . ��� .�� ' .. . � O 0 r � � � � a� � c a� a� /L� V � 5% � 45% � � Figure 6 Bloom, Filing 6 TIS, August 2024 Page 13 Traffic Assignment Trip assignment is the product of both the trip generation and trip distribution processes. Figure 9 shows the site generated peak hour traffic at the Mulberry/ Greenfields, Greenfields/N. Frontage Road, and N. Frontage Road/Site Access intersections. Total Traffic The traffic volumes generated by the proposed Bloom, Filing 6 development were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2028) and long range (2045) futures. Figures 10 and 11 show the respective short range (2028) and long range (2045) total peak hour traffic at the Mulberry/Greenfields, Greenfields/N. Frontage Road, and N. Frontage Road/Site Access intersections. Signal Warrants As a matter of policy, traffic signals are not installed at any location until such time that signal installation warrants are met according to the Manual on Uniform Traffic Control Devices. The Mulberry/Greenfields intersection is currently signalized. The Greenfields/N. Frontage Road intersection will have roundabout control in the near future. For the streets in the vicinity of the Bloom, Filing 6 site, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. There will be no additional signalized intersections. Geometry Figures 12 and 13 respectively show schematics of the short range (2028) and long range (2045) geometry. The "Bloom Master Traffic Impact Study (BMTIS)," dated January 2022, shows that Mulberry Street will have three through lanes in each direction by the short range year of 2023. However, it is unclear when Mulberry Street will be expanded to a six-lane facility. Therefore, Mulberry Street is shown with its existing geometry for the short range (2028) future. With Bloom, Filing 2, 3, and 4, the southbound approach at the Mulberry/Greenfields intersection shows dual left-turn lanes, one through lane, and a right-turn lane. A westbound right-turn deceleration lane will be required at the N. Frontage Road/Site Access intersection. According to the State Highway Access Code, the right-turn deceleration lane for the N. Frontage Road should include bay taper and storage. The westbound right turns entering the site will not be stopped. Therefore, storage is not necessary. It is recommended that there be 50 feet of full width lane and a bay taper of 120 feet (taper ratio = 10:1) to the west. In the long range (2045) future, Mulberry Street was assumed to have three through lanes in each direction. In addition to this, dual eastbound left-turn lanes are warranted at the Mulberry/ Greenfields intersection. �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 16 / � 0 � O N O O N O � � � �FLa' 0/0 �� w\ F�o��ag 30/60 � \' M � � f\V� �aON i 1 � � Q�� � � 2�7 � 50/76 � � � N N V V I� M ti � 103/226 � 180711486 � — 65/68 Mulberry 41/75� 1121/2063i � � � 92/76 � � � v N �(�O O � � � � C � N ,Ln V � AM/PM SHORT RANGE (2028) BACKGROUND PEAK HOUR TRAFFIC �� �-DELICH � � rASSOCIATES Figure 7 Bloom, Filing 6 TIS, August 2024 Page 14 / � � v �o N ��� i 1 � ��a� 5/5�� F�o��ag 35/65 � �' O LfJ O I� V � V �o� i 1 � � 15/25 � 15/10 � 55/80 � � � o�� ��� V O M O V � 295/580 � 237011735 � — 70/75 Mulberry 170/335� 1410/2555 i � � � 100/80 � � � o u� o o�� � � a� � c a> a� ,Ln V � AM/PM Rounded to Nearest 5 Vehicles LONG RANGE (2045) BACKGROUND PEAK HOUR TRAFFIC �� �—DELICH � � rASSOCIATES Figure 8 Bloom, Filing 6 TIS, August 2024 Page 15 / � a� w � a� a� 'Ln V � AM/PM SITE GENERATED PEAK HOUR TRAFFIC �� �-DELICH � � rASSOCIATES Figure 9 Bloom, Filing 6 TIS, August 2024 Page 17 / � � � � U U Q a� cn N � N � O �� tC) N � � 293/260 � 26/21 N. Frontage Rd. 5/6 6/16 — � AM/PM SHORT RANGE (2028) TOTAL PEAK HOUR TRAFFIC � � �� ��o N N O i 1 � 18/23 �� 15/19i 297/293 � o c+-� I� N r M � N � �N�M i 1 � Mulberry 138/186� 1061 /1995 � 92/76 � �— o/o �-17/14 .�- 50/76 1�� co�o ��� N N � CJNM O 1� M � 257/334 �-1710/1439 � 65/68 O O M � N � N�(�O O � � N w C N � 'Ln V Figure 10 �� �—DELICH ASSOCIATES Bloom, Filing 6 TIS, August 2024 � � r Page 18 / � � � � U U Q a� cn � � N � O �� tC) N � � 295/260 � 30/15 N. Frontage Rd. 5/5 10/20 — -� AM/PM Rounded to Nearest 5 Vehicles LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC 0 � �nr�o N � N O � O i 1 � 25/30 �� 15/20 i 300/300 � o �n rn o v �n cfl ��� M r Ln i 1 � Mulberry 265/445� 1350/2485 � 100/80 � � 15/25 � 20/15 .�- 55/80 1�� �noo N00� OtnM �� M M � 450/690 �— 2275/1690 � 70/75 000 �Nt\ ln O ONt� � � N w C N � 'Ln V Figure 11 �� �—DELICH ASSOCIATES Bloom, Filing 6 TIS, August 2024 � � r Page 19 / � � � a� U U Q N � � � �� � � �% /� �l_ O� ` __� � I � ��1�� � � Mulberry �� � �.� � � � � � � a� � c a� a� (L� V _ - Denotes Lane N. Frontage Rd. - Right-turn Acceleration Lane SHORT RANGE (2028) GEOMETRY Figure 12 �� �—DELICH ASSOCIATES Bloom, Filing 6 TIS, August 2024 � � r Page 20 / � � � �� � � � a� U U Q N � �% /� �l_ O� ` __� � � � I � � _ - Denotes Lane N. Frontage Rd. - Right-turn Acceleration Lane LONG RANGE (2045) GEOMETRY ��—f 1 �� Mulberry � � � �� � ► � � �� � � a� � � a� a� (L� V Figure 13 �� �—DELICH ASSOCIATES Bloom, Filing 6 TIS, August 2024 � � r Page 21 These dual eastbound volumes and operation Greenfields Court. Operation Analysis left-turn lanes were not shown in the BMTIS, even though the indicate otherwise. This will require two receiving lanes on Operation analyses were performed at the Mulberry/Greenfields, Greenfields/N. Frontage Road, and N. Frontage Road/Site Access intersections. The operations analyses were conducted for the short range future, reflecting a year 2028 condition, and the long range future, reflecting a year 2045 condition. Table 3 shows the short range (2028) background peak hour operation at the Mulberry/Greenfields and Greenfields/N. Frontage Road intersections. The key intersections meet the Fort Collins level of service standards in the peak hours. Calculation forms for these analyses are provided in Appendix D. Table 4 shows the long range (2045) background peak hour operation at the Mulberry/Greenfields and Greenfields/N. Frontage Road intersections. The key intersections meet the Fort Collins level of service standards in the peak hours. Calculation forms for these analyses are provided in Appendix E. Using the traffic volumes shown in Figure 10, Table 5 shows the short range (2028) total peak hour operation at the Mulberry/Greenfields, Greenfields/N. Frontage Road, and N. Frontage Road/Site Access intersections. Calculation forms for these analyses are provided in Appendix F. The key intersections meet the Fort Collins level of service standards in the peak hours with the recommended control and geometry. Using the traffic volumes shown in Figure 11, Table 6 shows the long range (2045) total peak hour operation at the Mulberry/Greenfields, Greenfields/N. Frontage Road, and N. Frontage Road/Site Access intersections. Calculation forms for these analyses are provided in Appendix G. The key intersections meet the Fort Collins level of service standards in the peak hours with the recommended control and geometry. Queuing Analysis Figure 14 shows the queuing plan for the coffee shop and the car wash. The highest trip generation occurs in the morning peak hour for the coffee shop. The highest trip generation occurs in the afternoon peak hour for the car wash. These hours were used in the following analyses. According to the site plan for the coffee shop, the single lane drive-thru aisle from the service window is approximately 90 feet long and can accommodate four vehicles at a spacing of 23.5 feet per vehicle (front bumper to front bumper). The lane of the double drive-thru aisle is approximately 140 feet long and can accommodate 12 vehicles total. �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 22 TABLE 3 Short Range (2028) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT C B EB T B C EB RT A A EB APPROACH B C WB LT A C WB T C B WB RT A A Mulberry/Greenfields WB APPROACH C B (signal) NB LT D D NB T/RT E E NB APPROACH D D SB LT D D SB T D D SB RT A A SB APPROACH D D OVERALL C C EB APPROACH A A WB APPROACH A A Greenfields/N. Frontage Road NB APPROACH A A (roundabout) SB APPROACH A A OVERALL A A �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 23 TABLE 4 Long Range (2045) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D E EB T B C EB RT B B EB APPROACH B C WB LT D E WB T C C WB RT B B Mulberry/Greenfields WB APPROACH C C (signal) NB LT D E NB T/RT D E NB APPROACH D E SB LT D D SB T D D SB RT A A SB APPROACH D D OVERALL C C EB APPROACH A A WB APPROACH A B N B LT/T A B Greenfields/N. Frontage Road NB RT A A (roundabout) NB APPROACH A B SB APPROACH A B OVERALL A B �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 24 TABLE 5 Short Range (2028) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D C EB T B C EB RT A A EB APPROACH B C WB LT B C WB T D B WB RT B B Mulberry/Greenfields WB APPROACH D B (signal) NB LT D D NB T/RT E E NB APPROACH D D SB LT D D SB T D D SB RT A A SB APPROACH D D OVERALL C C EB APPROACH A A WB APPROACH A A Greenfields/N. Frontage Road NB APPROACH A A (roundabout) SB APPROACH A A OVERALL A A SB LT/RT B B N. Frontage Road/Site Access EB LT A A (stop sign) OVERALL A A �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 25 TABLE 6 Long Range (2045) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D E EB T B C EB RT B B EB APPROACH C D WB LT D E WB T D C WB RT B C Mulberry/Greenfields WB APPROACH D C (signal) NB LT D E NB T/RT E E NB APPROACH D E SB LT D E SB T D D SB RT A A SB APPROACH D E OVERALL D D EB APPROACH B C WB APPROACH A C N B LT/T A D Greenfields/N. Frontage Road NB RT A A (roundabout) NB APPROACH A C SB APPROACH B D OVERALL B D SB LT/RT B B N. Frontage Road/Site Access EB LT A A (stop sign) OVERALL A A �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 26 E t � � � \ /" � � � \ � �.�9'.:H � � � \ / � � � � � - - - - �. � ' \ \ \ \ \ i \ \ � � � /'" \ \ \ \ \ \ � � \ � � \ � \ \ , , � � N \ , �� � � � .— -, — — — — ,. �. �, . .. , ;���o ��A��� , .�- J� � �� ��, ,, , ,. ,� , , ' �. � . � �'� � `� I .....� ' � �� � � � �� � �. ♦ � � _ � � ��_� �.. � � � LOt 2 ` `\ �-;,�" ��\ � � � � q� � �. 33,314SquareFeet ��� �� ���� i ����� 0.77 acres • � I � � — - - - - I � �fpUNO ?5 REBAR N17H PURPLE Pl/+S�IC CAP ' �7 b.\ � � � I LSS606] J — — Vnn� �\ ``en / t L � - _- , � � � � � / I CROSS aCCESS EA�uENT � .- . .— — . �� � � � E b 4 4 � `n -- � ' Q � - � � \ � � O p � _ - 1� i � � .ot � Lot tj _ Lot a _ iquare Feet w O z 0 70 ac ers Fee � 49.305 Square Feet_ �� _ es - I 1.13 acres �? � - _--_� � I = �� �, J • J J a I - a a PARCE[ NO d1D.A'KG'G�B OWNEF'G(/0/IX/ECHA7 I u a J . _ _') LLC �e{ � —o — � � _ _ _ _ _ `' V I `�� O � � �_ � _� o � �� — � O � O ii ; I � � I � Q _ '" 7 T A --- 9.83 SF >RE � � � � � sq ft - _ � � , .n � a V � � � C� j = � � � i � - - - -- —� WHITE VINri C _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ PICKCT FE�+CE - _ _ ' _ _ _ _ - _ _ _ - - ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5'SiDEWaLK �- � _ � "'i'rE �Nr� i PiCNET FENCE - - - � � _ � SSIOEWaLK - - - � ---- - - x - ' da — , ---�__- �, . BIKE LANE _ � -- LFNE _ _ _BIKE LANE _ _ ' , i rx ���aFiEa GO�NE� 'E ii'N ��. T.�N, R68w. �-L'!_ +d REBPR w1TM 25 ALUM_ CAP 9E??Y/COl4/F?ONTAGE?OAO - Nee•3a'zrw 2asz�a � _� ` ''" . 50.0 , 17_0 :) � t6iE0 SCALE: 1 "=60' QUEUING PLAN �� �-DELICH � � rASSOCIATES Figure 14 Bloom, Filing 6 TIS, August 2024 Page 27 A total of 16 vehicles can be in the queue without spilling out of the coffee shop parcel. The service time with respect to the queuing analysis is the time spent at the service window. Based upon information obtained from typical drive-thru coffee shops, service time data in the morning peak hour indicates that the average service time at the window is 62.2 seconds (use 65.0 seconds). In order to determine if the available 16 vehicle length queue is adequate, a queuing analysis, as described in Chapter 8 of Transportation and Land Development, ITE, 1988, was conducted. The results of the queuing analysis indicated that the 95th percentile longest queue, during the morning peak hour, would need to accommodate 12 vehicles (11.1 vehicles) at one time. Since the available length can accommodate 16 vehicles with no impact to the site, it is concluded that the drive- thru lane will accommodate the 95th percentile queue. The highest trip generation for the car wash occurs in the afternoon peak hour. Therefore, the queuing analysis was performed for only the afternoon peak hour. According to the site plan schematic, there will be a single drive aisle from the car wash tunnel entrance, back approximately 145 feet. Beyond this single drive aisle, vehicles will form three lanes. Each of these three drive aisles will be approximately 200 feet long. Therefore, there is approximately 745 feet of vehicle queuing length available for the car wash. This total queuing length can accommodate 33 vehicles at a length of 23.5 feet per full-size vehicle (front bumper to front bumper). Based upon other tunnel car washes, the service time through the tunnel is between two and five minutes, depending upon the tunnel belt speed. To be conservative, an average service time of four minutes was used for analysis purposes. In addition to this, a vehicle can be loaded into the car wash tunnel every 20 feet. With a car wash tunnel of approximately 120 feet, it is calculated that five vehicles can be in the car wash tunnel at any given time. However, to be conservative, it was assumed that three vehicles can be in the tunnel. With three vehicles able to be serviced in the tunnel, the service time for each car wash becomes 80 seconds (4 minutes/3 vehicles) for the queuing analysis. In order to determine if the available 33 vehicle length queue (�745 feet) is adequate, a queuing analysis, as described in Chapter 8 of Transportation and Land Development, ITE, 1988, was conducted. The results of the queuing analysis indicated that the longest queue (95t" percentile), during the afternoon peak hour would need to accommodate 18.93 vehicles (say 19 vehicles) at one time. Since the available queuing length can accommodate 33 vehicles, it is concluded that the 95t" percentile back of the queue will not extend beyond the queuing lanes. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of the Bloom, Filing 6 site. The Bloom, Filing 6 site is located within an area termed as "activity center/corridor," which sets the level of service threshold at LOS B for all measured factors, except for street crossings at LOS C. There are four destination areas within 1320 feet of the proposed Bloom, Filing 6 site: 1) the commercial uses to the west of the site, 2) the residential area to the north of the site, 3) the commercial uses to the south and southeast of the site, and 4) the residential area to the south of the site. There are no sidewalks in the area of the Bloom, Filing 6 site. There are some developing pedestrian facilities south of Mulberry Street. Pedestrian facilities will be built with the reconstruction and extension �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 28 of Greenfields Court with the Bloom, Filing 2, 3, and 4 projects. Sidewalks will be built throughout and adjacent to the development that will connect to nearby sidewalks along built with the Bloom, Filing 2, 3, and 4 projects. However, there will still be areas within the pedestrian influence area that lack sidewalks. • Directness — The distance ratio to all pedestrian destinations is less than 1.2 (LOS A) using the existing street grid system of the N. Frontage Road and Greenfields Court. • Continuity — The continuity to all pedestrian destinations will not be acceptable, due to the lack of sidewalks in this area. A sidewalk will be constructed along the north side of the N. Frontage Road adjacent to the Bloom, Filing 6 property. There will be a gap in the sidewalk across the Vet Clinic property and the ditch crossing. There are currently no sidewalks along properties to the west of the site. • Street Crossings — The street crossings will be acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, the LOS will be E crossing Mulberry Street at the Mulberry/Greenfields signalized intersection. There is no crosswalk striping and there is no pedestrian indicator on the signal poles. • Visual Interest and Amenity — The visual interest and amenity will be acceptable at LOS B for destination areas 1 and 2. For destination areas 3 and 4, this area lacks pedestrian facilities (LOS D range). • Security — The security is acceptable at LOS B for destination area 2. For destination areas 1, 3, and 4, the LOS will be C. Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of the Bloom, Filing 6 site. Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Bloom, Filing 6 site: 1) the commercial uses to the south and southeast of the site. A bicycle lane will be on the N. Frontage Road adjacent to the site. However, the bicycle level of service will not be acceptable due to the lack of bicycle lanes on the N. Frontage Road along the Vet Clinic property, the ditch crossing, and to the west of the site. The bicycle LOS Worksheet is provided in Appendix H. Bicycles use the wide shoulders on Mulberry Street. There are bicycle lanes along Greenfields Court, south of Mulberry Street. Bicycle facilities will be included with the reconstruction and extension of Greenfields Court with the Bloom, Filing 2, 3, and 4 projects. Transit Level of Service Currently, this area of Fort Collins is served by Transfort Route 14 service on the S. Frontage Road, Greenfields Court, and the N. Frontage Road. �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 29 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the transportation impacts associated with the development of the Bloom, Filing 6 in Fort Collins, Colorado. This study analyzed the transportation impacts in the short range (2028) and long range (2045) futures. As a result of these analyses, the following is concluded: • Development of the Bloom, Filing 6 site is feasible from a traffic engineering standpoint. The trip generation for full development of the Bloom, Filing 6 site resulted in 5,770 daily trip ends, 592 morning peak hour trip ends, and 534 afternoon peak hour trip ends. • Current operation at the Mulberry/Greenfields, Greenfields/N. Frontage Road, Mulberry/RT Access, and N. Frontage Road/RT Access intersections is acceptable based upon City of Fort Collins evaluation criteria. • The Mulberry/Greenfields intersection is currently signalized. The Greenfields/N. Frontage Road intersection will have roundabout control in the near future. The Mulberry/RT Access, N. Frontage Road/RT Access, and N. Frontage Road/Site Access intersections will not warrant signalization. • Figures 12 and 13 respectively show schematics of the short range (2028) and long range (2045) geometry. • With short range (2028) traffic and the Bloom, Filing 6 development, the key intersections meet the Fort Collins level of service standards in the peak hours with the recommended/existing control and geometry. • With long range (2045) traffic and the key intersections will meet the Fort Collins level of service standards in the peak hours using the recommended control and geometry. • The results of the queuing analysis indicated that the 95t" percentile longest queue, during the morning peak hour, can be accommodated for the coffee shop. For the car wash, the queuing analysis indicated that the 95t" percentile longest queue, during the afternoon peak hour, can be accommodated. • The pedestrian level of service will not be acceptable for the continuity category. There are no sidewalks in the area of the Bloom, Filing 6 site. There are some developing pedestrian facilities south of Mulberry Street. Pedestrian facilities will be built with the reconstruction and extension of Greenfields Court with the Bloom, Filing 2, 3, and 4 projects. A sidewalk will be constructed along the north side of the N. Frontage Road adjacent to the Bloom, Filing 6 property. There will be a gap in the sidewalk across the Vet Clinic property and the ditch crossing. There are currently no sidewalks along properties to the west of the site. Given the location of the Bloom, Filing 6 site, it is doubtful that there will be any/many pedestrian trips to this site. �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 30 • A bicycle lane will be on the N. Frontage Road adjacent to the site. However, the bicycle level of service will not be acceptable due to the lack of bicycle lanes on the N. Frontage Road along the Vet Clinic property, the ditch crossing, and to the west of the site. Bicycles use the wide shoulders on Mulberry Street. There are bicycle lanes along Greenfields Court, south of Mulberry Street. Bicycle facilities will be included with the reconstruction and extension of Greenfields Court with the Bloom, Filing 2, 3, and 4 projects. The sidepath can be accommodated along the N. Frontage Road when the City implements this element of the active modes plan along Mulberry Street. • Currently, this area of Fort Collins is served by Transfort Route 14 service on the S. Frontage Road, Greenfields Court, and the N. Frontage Road. �� LDELICH Bloom, Filing 6 TIS, August 2024 � � rASSOCIATES Page 31 � �.����_11��, Attachment "A" Transportation Impact Study Base Assumptions Project Information Project Name Bloom, Filing 6 Project Location Adjacent to the north frontage road of Mulberry Street, west of Greenfields TIS Assumptions Type of Study Full: Yes Intermediate: MTIS: Memo: Study Area Boundaries North: N. Frontage Rd. South: N. Frontage Rd. East: Greenfields West: Site Study Years Short Range: 2028 Long Range: 2045 Future Traffic Growth Rate 2% per year Study Intersections 1. All access drives 5. 2. Greenfields/N. Frontage 6. 3. Mulberry/Greenfields 7. 4. 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: N/A Trip Generation Rates (see Per ITE attached Trip Adjustment Factors Passby: Per ITE Captive Market: N/A Trip Distribution (see attached) North 10% South 5% East 50% West 35% Mode Split Assumptions N/A Committed Roadway Improvements City Provide Other Traffic Studies Bloom, Filing 2, 3, 4(short range) Bloom full build (long range) Areas Requiring Special Study Discussion regarding ped/bike Connectivity challenges Date: Auqust 21, 2024 Traffic Engineer: Delich Associates Local Entity Engineer: Page 4-34 Larimer County Urban Area Street Standards — Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins SCALE: 1 "=2000' SITE LOCATION �� �-DELICH � � rASSOCIATES Figure 1 Bloom, Filing 6 TIS, August 2024 Page 3 ,, , � � ..,,"" „ ``� , i g ��, �, � � ��, � . :�� _ �,, �rw , . �� i . DETENTION 61.�R! S�uivefnnf .,�2 r, \ °:_ �, � .'+n.5 �3'._ .+'Eu.�' � � �:. ; �\ ��♦ � N SCALE: 1 "=100' �� RETAI� ` �Nl � . ta,000 SF x0.000 SP I [IIII II IIIUIII Illl I(IITIi1�Tl �3.31� 3QuW� FaM o n erns • • ��'- _� � � � -- -- -- - - - - - - - i .. •...1':. 4mC�l �i��! �1� j^�8��' , :�; � -.�, ��� �;-�-,-�,=� ��� i� g 9, ��i '�',�►�-"��-- �" � � �' � �.� _ - i , , i '�_-- i = - �j(jfj �v.��s� ve« �� o�i�.:.—� ���I �f�� �,�� l� oa� �Cl C7 %3 �' � _l i' ���/ i� � I � ' I !;:- .=. .:.-._., i �,��� ';;�1� �� ���8� . w .M. ,� ; � � ����� '; �l'���:; � ��8 � � ; �,�; � �i , � � ,, � � �"'' l.�l���. ���,� � � � �� �,�,'��� �I�. >�� � ' i,...,,.� %�) i�;�` �� ---a ��.�,�. GSTORE - - � �L IL - � . ��� 5.600 sq ft I �� � r ; �,._ _J ; :� �� , �,�, , :z soo sF , ) , , i . � �,r � __.. . - • - -' — -- . � � � - �- - _ ---� � � - , I -- - ----------- .�...ti _ , � -- - -_-- -�r --- — ` �;.:"� w E+n.vucee.e�vr/co�i/F,%vr��e,eo.ro - ,�i.�,.:-, ,w,r`*i l ::'.n� ••••, •r��• � .. � � SITE PLAN Figure 5 �� �-DELICH ASSOCIATES Bloom, Filing 6 TIS, August 2024 � � r Page 11 TABLE 2 Trip Generation AWDTE AM Peak Hour PM Peak Hour Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out 16 27.04 27.04 22.76 22.76 � G���� Pbsitions 257.13 4114 �o�0 216 �o�0 217 �o�0 182 �o�0 182 C,offeelDa�ut Shop 85.88 85.88 38.99 38.99 937 �� �v�Th� 2.5 KSF 533.57 1334 51 % �� 49% �� 50% 49 50% � 822 Strip Retail Plaza 8.0 KSF 54.45 436 2.36 � � 2.36 8 6.59 � 6.59 27 60% 40% 50% 50% � Autorr�ted Car 1 Tunnel Est. 686 Est. 27 Est. 27 77.50 � 77.50 � Vliash 50% 50% Total 6570 363 358 296 296 Page 4-34 Larimer County Urban Area Street Standards — Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins / � � 5% � 30% � � Mulberry N. Frontage Rd. TRIP DISTRIBUTION �� �-DELICH � � rASSOCIATES ��%�, %%�/ . .... . ��� .�� ' .. . � O 0 r � � � � a� � c a� a� /L� V � 5% � 45% � � Figure 6 Bloom, Filing 6 TIS, August 2024 Page 13 I�\_�.����_11� � DELICH A.S.SO(�ATES 2272 GIFNI HAVENI DRIVE LO�IEJ_AND, C0 80538 Phor�e: 970 669-2061 = � — = .�_ 1 lLll �_� �.. � � �!_ _ �i�l _\� ti� R = right tum S = straight L = left tum Date: 6/14/2022 Observer: Fat Col I i ns Jurisdiction: Fort Collins I �.'-•��i �1'.-S?'':tr Irlter5ec;tiOn: Mulberry/C�eer�felds Time Northbound: Q�eerrfields Southbound: C1r�eer�fields Total Eastbound: Mulbeny Vlilestbound: Mulbeny Tatal Total Begins L S R Tatal L S R Total northlsouth L S R Total L S R Total east/west AII 7:30 29 2 14 45 8 2 2 12 57 6 270 24 300 18 446 4 468 768 825 7:45 32 1 25 58 7 2 2 11 69 8 252 24 284 16 496 0 512 796 $65 8:00 15 3 12 30 13 1 3 17 47 8 259 21 288 18 318 2 338 626 673 8:15 23 5 11 39 13 3 2 18 57 5 205 20 230 11 335 1 347 5TT 634 4:30 32 6 17 55 18 3 11 32 $7 5 460 23 488 14 326 2 342 830 917 4:45 31 2 8 41 19 3 1 23 64 7 424 17 448 12 326 2 340 788 852 5:00 22 4 11 37 18 7 4 29 66 6 450 20 476 20 304 5 329 805 871 5:15 31 2 6 39 14 1 3 18 57 5 490 14 509 20 353 0 373 $$2 939 �� ! � `ti�• � J !' � J � '� • � i� •• :1 ' 1 � :ti; 1 . _ _�- � - �_ 1 i � ��. .� \_ _ � _ �- .l_ �_- .- «� � lP Date: 3/9/2021 Observer: IDAX ' �� 0-0�---0�_000�0-O�OI �O-QO---00_000�0-��OI �0-0�---0�_OmOmO-OOOI �0-0�---0�-OQOmO-���I �� 0-��---O�-OQOmO-�O�I �O-QO---00_00��0-O�OI �O-QO-_-00_000�0-OOOI �O-QO---00-OQOmO-���I Day: Wled Jurisdiction: Fort Collirts R-righttum �i'lt�'Sec�1011: N. Frontage RoadlC�-eenflelds S = straight APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 152: Greenfields & Mulberry (State 14) Nbv�rent � � � � ~ � � EBL EBT EBR WBL WBT WBR NBL t � '� 1 � NBT NBR SBL SBT SBR Lane Corifiguratioris � �� � �j �� � �j '�, �j '� Traffic Vdume (veh/h) 24 986 89 63 1595 6 99 10 62 45 8 10 Future Vdume (veh/h) 24 986 89 6:i 1595 6 99 10 62 45 8 10 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1826 1870 1870 1841 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 28 1133 63 72 1833 1 114 11 2 52 9 1 Peak Hour Facta- 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Per'oent Fieavy Veh, % 2 5 2 2 4 2 2 2 2 2 2 2 Cap,veh/h 223 2460 1123 405 2520 1141 218 189 34 216 202 ?2 Arrive On Green 0.03 0.71 0.71 0.04 0.72 0.72 0.12 0.12 0.12 0.12 0.12 0.12 Sat Flonrv, veh/h 1781 3469 1584 1781 3497 1584 1349 1602 291 1345 1720 191 Qp Vdume(v), veh/h 28 1133 63 72 1833 1 114 0 13 52 0 10 Qp Sat Ra�(s),veh/hlln 1781 1735 1584 1781 1749 1584 1349 0 1893 1345 0 1911 Q Serve(�s), s 0.5 15.5 1.3 1.2 33.9 0.0 9.0 0.0 0.7 3.9 0.0 0.5 Gyde Q C�ear(�c), s 0.5 15.5 1.3 1.2 33.9 0.0 9.5 0.0 0.7 4.6 0.0 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.15 1.00 0.10 Lane Qp Cap(c), vehlh 223 2460 1123 405 2520 1141 218 0 223 216 0 715 V/C Ratio(� 0.13 0.46 0.06 0.18 0.73 0.00 0.52 0.00 0.06 0.24 0.00 0.04 Avail Cap(c a), veh/h 283 2460 1123 445 2520 1141 292 0 327 290 0 330 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Unifa-m Delay (d), s/veh 9.2 6.9 4.8 4.9 9.0 4.3 47.3 0.0 43.1 45.2 0.0 43.0 Ina- Delay (d2), s�veh 0.2 0.6 0.1 0.2 1.9 0.0 6.9 0.0 0.4 2.1 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 0.2 4.3 0.3 0.3 9.4 0.0 3.5 0.0 0.3 1.4 0.0 0.3 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 9.5 7.5 4.9 5.1 10.9 4.3 54.2 0.0 43.5 47.2 0.0 43.3 LnGrp LOS A A A A B A D A D D A D Approad� Vd, veh/h 1224 1906 127 62 Approad� Delay, s✓veh 7.4 10.7 53.1 46.6 Approad-i LOS A B D D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 2 3 4 18.0 8.6 83.5 6.0 5.0 6.5 18.0 6.0 68.5 6.6 3.2 17.5 0.3 0.0 5.3 18.0 7.3 84.7 6.0 5.0 6.5 18.0 6.0 68.5 11.5 2.5 35.9 0.5 0.0 10.5 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 11.8 HCM 6th L06 B Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Soenario 1 City of Fort Cdlins Signal Tirring 12112/2023 Syrxhro 11 Light Repa't recent amsyn Timing Report, Sorted By Phase Recent AM 152: Greenfields & Mulberry (State 14) 1 �' -. f � ♦- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 2 3 4 6 7 8 SBTL VbBL EBTL NBTL EBL U�BTL Lead Lag Lead Lag I�br�e 24 21.8% 44 3 3 7 6 3 0 0 6 � Yes Yes 42.5 66.5 60.5 28.5 6.5 24.5 102.5 I�brie 11 10.0% 11 5 0 4 3 3 0 0 f�lo Yes 66.5 77.5 72.5 72.5 30.5 36.5 36.5 GMax 75 68.2% 44.5 5 1.5 15 3 3 0 0 6 26 Yes Yes 77.5 42.5 36 10 41.5 0 84 f�brie 24 21.8% 44 3 3 7 6 3 0 0 6 � Yes Yes 42.5 66.5 60.5 30.5 6.5 24.5 104.5 I�br�e 11 10.0% 11 5 0 4 3 3 0 0 No Yes 66.5 77.5 72.5 72.5 30.5 36.5 36.5 Iritersec�ion Surrrr�ary Gyde Lerigth 110 Contrd Type Actuatec�Coordinated Natural Gyde 130 Offset: 36 (33%), Refererx�ed to phase 4:EBTL and 8:WBTL, Start of Yellaw and Phases: 152: Q-eenfields & 0� TUo �0=: -�L34 � ��' s33 GMax 75 68.2% 38.5 5 1.5 15 3 3 0 0 6 � Yes Yes 77.5 42.5 36 16 41.5 0 90 Soenario 1 City of Fort Cdlins Signal Tirring 12112/2023 Syrxhro 11 Light Repa't recent amsyn Queues Recent AM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Q oup Row (vph) 28 1133 102 72 1833 7 114 82 52 20 v/c Ratio 0.15 0.49 0.10 0.20 0.77 0.01 0.61 0.24 0.29 0.06 Contrd Delay 5.4 10.8 1.8 4.9 15.8 0.0 57.0 13.6 44.8 25.1 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.4 10.8 1.8 4.9 15.8 0.0 5/.0 13.6 44.8 25.1 C�.ie Lerigth 50th (ft) 4 213 0 11 489 0 74 7 32 5 C�.ieue Lerigth 95th (ft) 11 251 17 22 558 0 130 46 68 26 Iritemal Link Dist (ft) 933 1016 960 378 Tum Bay Lerx�th (ft) 185 200 160 250 160 160 Base Capacity(vph) 191 2295 1068 367 2388 1113 207 376 196 343 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.15 0.49 0.10 0.20 0.77 0.01 0.55 0.22 0.27 0.06 Iritei-section Surrmary Soenario 1 City of Fort Cdlins Signal Tirring 12112/2023 Syrxhro 11 Light Repa't recent amsyn HCM 6th Signalized Intersection Summary Recent PM 152: Greenfields & Mulberry (State 14) Nbv�rent � � � � ~ � � EBL EBT EBR WBL WBT WBR NBL t � '� 1 � NBT NBR SBL SBT SBR Lane Corifiguratioris � �� � �j �� � �j '�, �j '� Traffic Vdume (veh/h) 22 1824 74 66 1309 9 116 13 42 72 14 20 Future Vdume (veh/h) 22 1824 74 66 1309 9 116 13 42 72 14 20 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1899 1870 1870 1826 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 23 1920 54 69 1378 1 122 14 5 76 15 2 Peak Hour Facta- 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Per'oent Fieavy Veh, % 2 5 2 2 5 2 2 2 2 2 2 2 Cap,veh/h 322 2580 1134 215 2523 1153 218 172 61 216 211 28 Arrive On Green 0.03 0.72 0.72 0.04 0.73 0.73 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flonrv, veh/h 1781 3608 1585 1781 3469 1585 1340 1368 489 1338 1681 224 Qp Vdume(v), veh/h 23 1920 54 69 1378 1 122 0 19 76 0 17 Qp Sat Ra�(s),veh/hlln 1781 1804 1585 1781 1735 1585 1340 0 1857 1338 0 1905 Q Serve(�s), s 0.4 38.9 1.2 1.2 21.6 0.0 10.6 0.0 1.1 6.4 0.0 0.9 Gyde Q C�ear(�c), s 0.4 38.9 1.2 1.2 21.6 0.0 11.5 0.0 1.1 7.5 0.0 0.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.26 1.00 0.12 Lane Qp Cap(c), vehlh 322 2580 1134 215 2523 1153 218 0 233 216 0 239 V/C Ratio(� 0.07 0.74 0.05 0.32 0.55 0.00 0.56 0.00 0.08 0.35 0.00 0.07 Avail Cap(c a), veh/h 379 2580 1134 250 2523 1153 284 0 325 282 0 333 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Unifa-m Delay (d), s/veh 5.9 10.4 5.0 13.0 7.4 4.5 51.4 0.0 46.3 49.6 0.0 46.3 Ina- Delay (d2), s�veh 0.1 2.0 0.1 0.9 0.9 0.0 7.9 0.0 0.5 3.5 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 0.1 12.0 0.3 0.7 6.1 0.0 4.1 0.0 0.5 2.4 0.0 0.5 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 5.9 12.4 5.1 13.8 8.3 4.5 59.3 0.0 46.9 53.2 0.0 46.7 LnGrp LOS A B A B A A E A D D A D Approad� Vd, veh/h 1997 1448 141 93 Approad� Delay, sJveh 12.1 8.5 57.6 52.0 Approad-i LOS B A E D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 2 3 4 20.1 8.6 91.3 6.0 5.0 6.5 Z0.0 6.0 76.5 9.5 3.2 40.9 0.4 0.0 12.0 20.1 7.1 92.8 6.0 5.0 6.5 20.0 6.0 76.5 13.5 2.4 23.6 0.5 0.0 6.8 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 13.5 HCM 6th L06 B Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Soenario 1 City of Fort Cdlins Signal Tirring 12112/2023 Syrxhro 11 Light Repa't recent pmsyn Timing Report, Sorted By Phase Recent PM 152: Greenfields & Mulberry (State 14) 1 �' -. f � ♦- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 2 3 4 6 7 8 SBTL VbBL EBTL NBTL EBL U�BTL Lead Lag Lead Lag I�br�e 26 21.7% 45 3 3 7 6 3 0 0 7 � Yes No 104.5 10.5 4.5 92.5 6.5 26.5 114.5 I�brie 11 9.2% 11 5 0 4 3 3 0 0 f�lo f�b 10.5 21.5 16.5 16.5 32.5 38.5 38.5 GMax 83 69.2% 39.5 5 1.5 15 3 3 0 0 7 26 Yes Yes 21.5 104.5 98 72 43.5 0 94 f�brie 26 21.7% 43 3 3 7 6 3 0 0 7 � Yes f�b 104.5 10.5 4.5 94.5 6.5 26.5 116.5 I�br�e 11 9.2% 11 5 0 4 3 3 0 0 No No 10.5 21.5 16.5 16.5 32.5 38.5 38.5 Iritersec�ion Surrrr�ary Gyde Lerigth 120 Contrd Type Actuatec�Coordinated Natural Gyde 130 Offset: 98 (82%), Refererx�ed to phase 4:EBTL and 8:WBTL, Start of Yellaw and Phases: 152: Q-eenfields & o� Too i�o� -►�-� �-- D7 03 GMax 83 69.2% 37 5 1.5 15 3 3 0 0 7 � Yes Yes 21.5 104.5 98 78 43.5 0 100 Soenario 1 City of Fort Cdlins Signal Tirring 12112/2023 Syrxhro 11 Light Repa't recent pmsyn Queues Recent PM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Cl oup Row (vph) 23 1920 78 69 1378 9 122 58 76 36 v/c Ratio 0.08 0.79 0.07 0.42 0.57 0.01 0.65 0.17 0.42 0.11 Contrd Delay 4.4 17.7 2.2 19.2 11.3 0.0 63.9 18.1 52.0 24.1 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 4.4 17.7 2.2 19.2 11.3 0.0 63.9 18.1 52.0 24.1 C�.ie Lerigth 50th (ft) 4 557 1 12 305 0 88 9 53 10 C�.�eue Lerigth 95th (ft) 10 673 18 50 373 0 155 47 103 40 Iritemal Link Dist (ft) 904 1016 960 405 Tum Bay Lerx�th (ft) 185 200 160 250 160 160 Base Capacity (vph) 293 2420 1101 166 2406 1129 207 363 203 354 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.08 0.79 0.07 0.42 0.57 0.01 0.59 0.16 0.37 0.10 Iritei-section Surrmary Soenario 1 City of Fort Cdlins Signal Tirring 12112/2023 Syrxhro 11 Light Repa't recent pmsyn HCM 6th TWSC Recent AM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Ir�t Delay, s/veh 5.7 Nbvemer�t EBT EBR WBL WBT NBL NBR Lane Corifigurations '�, �' �' Traffic Vd, veh/h 10 14 49 12 4 36 Future Vd, vehlh 10 14 49 12 4 36 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Free Free Free Free Stop Stop RT Chanridized - None - Norie - Norie Sta'age Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 12 16 58 14 5 42 Maja'/Ninoi- IVlaja'1 Maja2 Nina'1 Confliding RowAll 0 0 28 0 150 20 Stage 1 - - - - 20 - Stage 2 - - - - 130 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical I-Id�niy Stg 1 - - - - 5.42 - Qitical Hdwy Stg 2 - - - - 5.42 - Fdlo�nFup �kiwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1585 - 842 1058 Stage 1 - - - - 1003 - Stage 2 - - - - 896 - Platoon blocked, % - - - Mov Cap�1 Maneuver - - 1585 - 811 1058 Mov Cap-2 Maneuver - - - - 811 - Stage 1 - - - - 1003 - Stage 2 - - - - 863 - � • • ... f . . �- . � • : ■: �►l _ �. � Ninor LanelMaja' M�rtt NBLn1 EBT EBR WBL WBT Capaaty (veh/h) 1027 - - 1585 - HCM Lane V/C Ratio 0.046 - - 0.036 - HCM Coritrd Delay (s) 8.7 - - 7.4 0 F-K;NI Lane LOS A - - A A HCM 95th °/�ile Q(veh) 0.1 - - 0.1 - Soenario 1 City of Fort Cdlins Signal Tirring 12111/2023 Syrxhro 11 Light Repa't recent amsyn HCM 6th TWSC Recent PM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Ir�t Delay, s/veh 5.5 Nbvemer�t EBT EBR WBL WBT NBL NBR Lane Corifigurations '�, �' �' Traffic Vd, veh/h 13 32 74 7 5 39 Future Vd, vehlh 13 32 74 7 5 39 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Free Free Free Free Stop Stop RT Chanridized - None - Norie - Norie Sta'age Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Graaclee, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 14 36 82 8 6 43 Maja'/Ninoi- IVlaja'1 Maja2 Nina'1 Confliding RowAll 0 0 50 0 204 32 Stage 1 - - - - 32 - Stage 2 - - - - 172 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical I-Id�niy Stg 1 - - - - 5.42 - Qitical Hdwy Stg 2 - - - - 5.42 - Fdlo�nFup �kiwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 15S! - 784 1042 Stage 1 - - - - 991 - Stage 2 - - - - 858 - Platoon blocked, % - - - Mov Cap�1 Manewer - - 1557 - 742 1042 Mov Cap-2 Maneuver - - - - 742 - Stage1 - - - - 991 - Stage 2 - - - - 813 - � • • ... f . . �- � .: :: ■: �►l _ �. � Ninor LanelMaja' M�rtt NBLn1 EBT EBR WBL WBT CaNpacitY (veh/h) 996 - - 1557 - HCM Lane V/C Ratio 0.049 - - 0.053 - HCM Coritrd Delay (s) 8.8 - - 7.4 0 F-K;NI Lane LOS A - - A A HCM 95th °/�ile Q(veh) 0.2 - - 0.2 - Soenario 1 City of Fort Cdlins Signal Tirring 12112/2023 Syrxhro 11 Light Repa't recent pmsyn HCM 6th TWSC Recent AM 5: Mulberry (State 14) & RT Access Ir�ers�ctia� Ir�t Delay, s/veh 0.1 Nbvemer�t EBL EBT WBT V�BR SBL SBR Lane Corifigurations �� �� � � Traffic Vd, veh/h 0 1099 1668 36 0 16 Future Vd, vehlh 0 1099 1668 36 0 16 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Free Free Free Free Stop Stop RT Chanridized - None - Norie - Norie Storage Length - - - 150 - 0 Veh in Median Storage, #- 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 0 1293 1962 42 0 19 Maja'/Ninoi- IVlaja'1 Maja2 Ninor2 Corifliding RouvAll - 0 - 0 - 981 Stage 1 - - - - - - Stage 2 - - - - - - Qiticall-Id�n�y - - - - - 6.94 Critical I-Id�niy Stg 1 - - - - - - U-itical I-Id�n�y Stg 2 - - - - - - Fdlwv-up Hduvy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 249 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap�1 Manewer - - - - - 249 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - �••..• �: f • • �- . 1 1 1 • ■:�►l _�� Nina' LanelMaja' M�rtt EBT WBT V�BRSBLn1 Capaaty (veh/h) - - - 249 HCM Lane V/C Ratio - - - 0.076 HCM Coritrd Delay (s) - - - 20.6 HCM Larie LOS - - - C HCM 95th °/�ile Q(veh) - - - 0.2 Soenario 1 City of Fort Cdlins Signal Tirring 12111/2023 Syrxhro 11 Light Repa't recent amsyn HCM 6th TWSC Recent PM 5: Mulberry (State 14) & RT Access Ir�ers�ctia� Ir�t Delay, s/veh 0.1 Nbvemer�t EBL EBT WBT V�BR SBL SBR Lane Corifigurations �� �� � � Traffic Vd, veh/h 0 1920 1428 17 0 27 Future Vd, vehlh 0 1920 1428 17 0 27 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Free Free Free Free Stop Stop RT Chanridized - None - Norie - Norie Storage Length - - - 140 - 0 Veh in Median Storage, #- 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehides, % 2 2 2 2 2 2 Mvrrit Flow 0 2065 1535 18 0 29 Maja'/Ninoi- IVlaja'1 Maja2 Ninor2 Corifliding RowAll - 0 - 0 - 768 Stage 1 - - - - - - Stage 2 - - - - - - Qiticall-Id�n�y - - - - - 6.94 Critical I-Id�niy Stg 1 - - - - - - U-itical I-Id�n�y Stg 2 - - - - - - Fdlwv-up Hduvy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 344 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap�1 Manewer - - - - - 344 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - �••..• �: f • • �- . 1 1 • � ■:�►l _�� Nina' LanelMaja' M�rtt EBT WBT V�BRSBLn1 CaNpacitY (veh/h) - - - 344 HCM Lane V/C Ratio - - - 0.084 HCM Coritrd Delay (s) - - - 16.4 HCM Larie LOS - - - C HCM 95th °/�ile Q(veh) - - - 0.3 Soenario 1 City of Fort Cdlins Signal Tirring 12112/2023 Syrxhro 11 Light Repa't recent pmsyn HCM 6th TWSC Recent AM 7: RT Access & N. Frontage Road Ir�ers�ctia� Ir�t Delay, s/veh 6.1 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � � Traffic Vd, veh/h 0 2 4 12 4 0 22 0 14 0 0 0 Future Vd, vehlh 0 2 4 12 4 0 22 0 14 0 0 0 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - - - - - - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 0 2 5 14 5 0 26 0 16 0 0 0 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 Major2 Corifliding RowAll 64 69 1 65 61 8 1 0 0 16 0 0 Stage 1 1 1 - 60 60 - - - - - - - Stage 2 63 68 - 5 1 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Qitical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Fdlo�nFup �kiwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 930 871 1084 929 830 1074 1622 - - 1602 - - Stage1 1022 895 - 951 845 - - - - - - - Stage 2 948 838 - 1017 895 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 914 809 1084 911 817 1074 1622 - - 1602 - - Mov Cap-2 Maneuver 914 809 - 911 817 - - - - - - - Stage1 1006 895 - 936 831 - - - - - - - Stage 2 928 825 - 1010 895 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 8.7 9.2 4.4 0 F-K�VI L06 A A Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 1622 - - 974 886 1602 - - HCM Lane V/C Ratio 0.016 - - 0.007 0.021 - - - HCM Coritrd Delay (s) 7.3 0 - 8.7 9.2 0 - - F-K;NI Lane LOS A A - A A A - - HCM 95th °/�ile Q(veh) 0 - - 0 0.1 0 - - Soenario 1 City of Fort Cdlins Signal Tirring 12111/2023 Syrxhro 11 Light Repa't recent amsyn HCM 6th TWSC Recent PM 7: RT Access & N. Frontage Road Ir�ers�ctia� Ir�t Delay, s/veh 7.1 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � � Traffic Vd, veh/h 0 8 8 19 2 0 9 0 8 0 0 0 Future Vd, vehlh 0 8 8 19 2 0 9 0 8 0 0 0 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - - - - - - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 0 9 9 21 2 0 10 0 9 0 0 0 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}ajor2 Confliding RowAll 27 30 1 35 26 5 1 0 0 9 0 0 Stage 1 1 1 - 25 25 - - - - - - - Stage 2 26 29 - 10 1 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Qitical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Fdlo�nFup �kiwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 983 863 1084 971 867 1078 1622 - - 1611 - - Stage 1 1022 895 - 993 874 - - - - - - - Stage 2 992 871 - 1011 895 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 976 858 1084 951 862 1078 1622 - - 1611 - - Mov Cap-2 Maneuver 976 858 - 951 862 - - - - - - - Stage1 1016 895 - 987 869 - - - - - - - Stage 2 984 866 - 9�i 895 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 8.8 8.9 3.8 0 F-K�VI L06 A A Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 1622 - - 958 942 1611 - - HCM Lane V/C Ratio 0.006 - - 0.019 0.025 - - - HCM Coritrd Delay (s) 7.2 0 - 8.8 8.9 0 - - F-K;NI Lane LOS A A - A A A - - HCM 95th °/�ile Q(veh) 0 - - 0.1 0.1 0 - - Soenario 1 City of Fort Cdlins Signal Tirring 12112/2023 Syrxhro 11 Light Repa't recent pmsyn UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A <10 B >10and<15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 5p SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A <10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-2 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Any Approach Leg Movement Signalized D' E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3 5 Es,a Es ' In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5°/o of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS /_1' ' ��L�1/���� HCM 6th Signalized Intersection Summary Short Bkgrd AM 152: Greenfields & Mulberry (State 14) � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � �� � �j �� � �j '�, �j�j � � Traffic Vdume (veh/h) 41 1121 92 65 1807 103 102 10 64 225 8 73 Future Vdume (veh/h) 41 1121 92 65 1807 103 102 10 64 715 8 73 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1826 1870 1870 1841 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 47 1289 32 75 2077 43 117 11 12 259 9 0 Peak Hour Facta- 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Per'oent Fieavy Veh, % 2 5 2 2 4 2 2 2 2 2 2 2 Cap,veh/h 155 2222 1015 318 2258 1023 235 38 42 361 176 Arrive On Green 0.04 0.64 0.64 0.04 0.65 0.65 0.06 0.05 0.05 0.11 0.09 0.00 Sat Flonrv, veh/h 1781 3469 1584 1781 3497 1584 1710 850 928 3317 1945 1522 Qp Vdume(v), veh/h 47 1289 32 75 2077 43 117 0 23 259 9 0 Qp Sat Ra�(s),veh/hlln 1781 1735 1584 1781 1749 1584 1710 0 1778 1659 1945 1571 Q Serve(�s), s 1.0 23.4 0.8 1.5 57.0 1.1 7.0 0.0 1.4 8.3 0.5 0.0 Gyde Q C�ear(�c), s 1.0 23.4 0.8 1.5 57.0 1.1 7.0 0.0 1.4 8.3 0.5 0.0 Prop In L.ane 1.00 1.00 1.00 1.00 1.00 0.52 1.00 1.00 Lane Qp Cap(c), vehlh 155 7122 1015 318 2258 1023 235 0 80 361 176 �ic �t�a� o.so o.5s o.ai o.24 0.� 0.04 0.50 0.00 o.z9 0.�2 0.05 Avail Cap(c a), veh/h 236 7122 1015 357 2258 1023 235 0 81 633 336 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Unifa-m Delay (d), s/veh 24.8 11.3 7.2 8.8 17.0 7.1 46.9 0.0 50.8 47.4 45.7 0.0 Ina- Delay (d2), s�veh 1.1 1.1 0.1 0.4 7.6 0.1 1.6 0.0 7.0 2.7 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 0.8 7.5 0.2 0.5 19.8 0.3 3.2 0.0 0.8 3.6 0.2 0.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 25.9 12.4 7.3 9.2 24.6 7.2 48.5 0.0 57.8 50.0 46.2 0.0 LnGrp LOS C B A A C A D A E D D Approad� Vd, veh/h 1368 2195 140 268 Approad� Delay, sJveh 12.8 23.7 50.0 49.9 Approad-i LOS B C D D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 10.0 15.9 4.0 7.0 6.0 18.0 9.0 2.5 0.0 0.0 3 4 5 6 7.6 76.5 15.0 11.0 4.0 7.0 4.0 7.0 6.0 58.0 20.0 4.0 3.5 25.4 10.3 3.4 0.0 6.1 0.7 0.0 7.0 77.0 4.0 7.0 8.0 56.0 3.0 59.0 0.0 0.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 22.6 F-K:NI 6th L06 C Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Unsignalized Delay for [SBR] is exduded from calculatia�s of the appro�ach delay and iritersection delay. Soenario 1 City of Fort Cdlins Signal Tirring OSJZC�2024 Syrxhro 11 Light Repa-t sb amsyn Timing Report, Sorted By Phase Short Bkgrd AM 152: Greenfields & Mulberry (State 14) � 1 � --. �• t -� '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 3 4 5 NBL SBT VbBL EBTL SBL Lead Lag Lead Lag Lead I�br�e I�brie 10 25 9.1% 22.7% 10 11 3 4 1 3 4 4 3 6 3 3 0 0 0 0 No Yes 7 17 13 13 7 13 13 Yes Yes 17 42 35 35 17 35 35 None GMax None 10 65 24 9.1% 59.1% 21.8% 10 44.5 10 3 5 3 1 2 1 4 15 4 3 3 3 3 3 3 0 0 0 0 0 0 6 26 No Yes No Yes Yes Yes 42 52 7 52 7 31 48 0 27 48 84 27 42 52 7 48 0 27 48 84 27 Iritersec�ion Surrrr�ary Gyde Lerigth 110 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 0(0%), Referenced to phase 4:EBTL and 8:WBTL, Start af Yellow and Phases: 152: Q-eenfields & Mulbenv (State 1 ��� I��� �� 5 �1l J �� � TGo � L37 G3 6 NBTL � I�brie 11 10.0% 11 4 3 4 6 3 0 0 Yes Yes 31 42 35 35 31 35 35 � �:. :.. None GMax 12 63 10.9% 57.3% 10 38.5 3 5 1 2 4 15 3 3 3 3 0 0 0 0 6 � No Yes Yes Yes 42 54 54 7 50 0 50 90 42 54 50 0 50 90 Soenario 1 City of Fort Cdlins Signal Tirring OSJZC�2024 Syrxhro 11 Light Repa-t sb amsyn Queues Short Bkgrd AM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 � Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Q oup Row (vph) 47 1289 106 75 2077 118 117 85 259 9 84 v/c Ratio 0.24 0.63 0.11 0.28 1.01 0.12 0.55 0.40 0.61 0.03 0.27 Contrd Delay 9.8 18.3 0.7 9.3 48.8 1.1 45.1 20.6 50.0 38.2 5.1 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.8 18.3 0.7 9.3 48.8 1.1 45.1 20.6 50.0 38.2 5.1 C�.ie Lerigth 50th (ft) 11 339 0 17 �893 0 63 7 89 5 0 C�ueue Lerigth 95th (ft) 23 395 6 33 #988 11 109 54 122 19 17 Iritemal Link Dist (ft) 415 1016 960 378 Tum Bay Lerigth (ft) 300 200 300 250 160 300 300 Base Capacity (vph) 215 2046 986 272 2(�50 999 211 213 567 364 335 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.22 0.63 0.11 0.28 1.01 0.12 0.55 0.40 0.46 0.02 0.25 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. Soenario 1 City of Fort Cdlins Signal Tirring OSJZC�2024 Syrxhro 11 Light Repa-t sb amsyn HCM 6th Signalized Intersection Summary Short Bkgrd PM 152: Greenfields & Mulberry (State 14) � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � �� � �j �� � �j '�, �j�j � � Traffic Vdume (veh/h) 75 2063 76 68 1486 226 120 13 43 193 14 79 Future Vdume (veh/h) 75 2063 76 68 1486 226 120 13 43 193 14 79 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1826 1870 1870 1841 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 79 2172 20 72 1564 145 126 14 5 203 15 0 Peak Hour Facta- 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Per'oent Fieavy Veh, % 2 5 2 2 4 2 2 2 2 2 2 2 Cap,veh/h 253 2305 1052 158 2321 1051 235 62 22 298 139 Arrive On Green 0.04 0.66 0.66 0.04 0.66 0.66 0.06 0.05 0.05 0.09 0.07 0.00 Sat Flonrv, veh/h 1781 3469 1584 1781 3497 1584 1710 1368 489 3317 1945 1522 Qp Vdume(v), veh/h 79 2172 20 72 1564 145 126 0 19 203 15 0 Qp Sat Ra�(s),veh/hlln 1781 1735 1584 1781 1749 1584 1710 0 1857 1659 1945 1571 Q Serve(�s), s 1.5 61.8 0.5 1.4 29.9 3.7 7.0 0.0 1.1 6.5 0.8 0.0 Gyde Q C�ear(�c), s 1.5 61.8 0.5 1.4 29.9 3.7 7.0 0.0 1.1 6.5 0.8 0.0 Prop In L.ane 1.00 1.00 1.00 1.00 1.00 0.26 1.00 1.00 Lane Qp Cap(c), vehlh 253 2305 1052 158 2321 1051 235 0 84 298 139 V/C Ratio(� 0.31 0.94 0.02 0.46 0.67 0.14 0.54 0.00 0.23 0.68 0.11 Avail Cap(c a), veh/h 356 2305 1052 181 2321 1051 235 0 84 483 248 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Unifa-m Delay (d), s/veh 10.6 16.6 6.3 27.8 11.3 6.8 47.2 0.0 50.7 48.5 47.8 0.0 Ina- Delay (d2), s�veh 0.7 9.4 0.0 2.1 1.6 0.3 2.4 0.0 4.9 2.7 1.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 0.5 21.2 0.1 1.3 9.4 1.1 3.5 0.0 0.6 2.8 0.4 0.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 11.3 25.9 6.3 29.8 12.8 7.1 49.6 0.0 55.5 51.3 49.0 0.0 LnGrp LOS B C A C B A D A E D D Approach Vd, veh/h 2271 1781 145 218 Approach Delay, sJveh 25.2 13.1 50.3 51.1 Approad-i LOS C B D D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 2 3 4 10.0 12.9 8.6 78.6 12.9 10.0 8.6 78.5 4.0 6.0 5.0 6.5 4.0 6.0 5.0 6.5 6.0 13.0 5.0 64.5 15.0 4.0 10.0 59.5 9.0 2.8 3.4 63.8 8.5 3.1 3.5 31.9 0.0 0.0 0.0 0.6 0.4 0.0 0.1 8.5 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 22.4 F-K:NI 6th L06 C Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Unsignalized Delay for [SBR] is exduded from calculatia�s of the appro�ach delay and iritersection delay. Soenario 1 City of Fort Cdlins Signal Tirring OSJZC�2024 Syrxhro 11 Light Repa-t sb pmsyn Timing Report, Sorted By Phase Short Bkgrd PM 152: Greenfields & Mulberry (State 14) � 1 � --. �• t -� '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 3 4 5 6 7 8 NBL SBT VbBL EBTL SBL NBTL EBL U�BTL Lead Lag Lead Lag Lead Lag Lead Lag I�br�e 10 9.1% 10 3 1 4 3 3 0 0 No Yes 6.5 16.5 12.5 12.5 6.5 12.5 12.5 I�brie 19 17.3% 10 3 3 4 6 3 0 0 Yes Yes 16.5 35.5 29.5 29.5 16.5 29.5 29.5 None GMax 10 71 9.1% 64.5% 10 44.5 5 5 0 1.5 4 15 3 3 3 3 0 0 0 0 6 26 No Yes Yes Yes 35.5 45.5 45.5 6.5 40.5 0 40.5 84 35.5 45.5 40.5 0 40.5 84 I�br�e 19 17.3% 10 3 1 4 3 3 0 0 No Yes 6.5 25.5 21.5 21.5 6.5 21.5 21.5 Iritersec�ion Surrrr�ary Gyde Lerigth 110 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 0(0%), Referenced to phase 4:EBTL and 8:WBTL, Start af Yellow �lits and Phases: 152: Q-eenfields & Mull �,�� 1 �� ��� 1 -�� ��5 I 1 Oo I� �7 03 I�brie 10 9.1% 10 3 3 4 6 3 0 0 Yes Yes 25.5 35.5 29.5 29.5 25.5 29.5 29.5 None GMax 15 66 13.6% 60.0% 10 38.5 5 5 0 1.5 4 15 3 3 3 3 0 0 0 0 6 � No Yes Yes Yes 35.5 50.5 50.5 6.5 45.5 0 45.5 90 35.5 50.5 45.5 0 45.5 90 Soenario 1 City of Fort Cdlins Signal Tirring OSJZC�2024 Syrxhro 11 Light Repa-t sb pmsyn Queues Short Bkgrd PM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 � Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Cl oup Row (vph) 79 2172 80 72 1564 238 126 59 203 15 83 v/c Ratio 0.34 0.98 0.08 0.43 0.72 0.22 0.69 0.36 0.56 0.06 0.31 Contrd Delay 9.1 37.5 0.1 18.9 19.0 2.2 59.6 27.0 51.2 42.9 5.6 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.1 37.5 0.1 18.9 19.0 2.2 59.6 27.0 51.2 42.9 5.6 C�.ie Lerigth 50th (ft) 16 -�890 0 14 421 2 74 10 70 10 0 C�.�eue Lerx,�th 95th (ft) 30 #1028 0 49 553 37 #160 52 106 29 18 Iritemal Link Dist (ft) 412 1016 960 378 Tum Bay Lerigth (ft) 300 200 300 250 300 300 300 Base Capacity(vph) 274 2209 1052 168 2162 1073 182 165 432 268 282 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.29 0.98 0.08 0.43 0.72 0.22 0.69 0.36 0.47 0.06 0.29 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. Soenario 1 City of Fort Cdlins Signal Tirring OSJZC�2024 Syrxhro 11 Light Repa-t sb pmsyn HCM 6th Roundabout Short Bkgrd AM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Intersection Delay, sJveh Ir�tersection L06 Eritry Lar�es Confliding Glyde Lanes Adj Approach Row, veh/h Derr�and Flow Rate, vehTh Vehides C�rculating, veh/h Vehides F�dting, veh/h Ped Vd Q'ossing Leg, #/h Ped Cap Adj Approad� Delay, sJveh Approad� LOS Lane Designated Moves Assumed Nbves RT (��anr�lized Lane Util Fdlo�nFUp FieadNray, s Critical Fieadvuay, s F�try Ra✓v, veh/h Cap F�try Larie, vehlh F�try HV Acij Facta' Flaw F�try, veh/h Cap Entry, veh/h V/C Ratio Contrd Delay, s/veh LOS 95th °/�ile Clueue, veh ueue 4.4 A EB 1 1 47 48 331 62 0 1.000 4.2 A � I�I:a 1.000 2.609 4.976 48 985 0.974 47 959 0.049 4.2 A 0 Left LTR LTR 1.000 2.609 4.976 74 1195 0.983 73 1174 0.062 3.6 A 0 V�B 1 1 73 74 141 57 0 1.000 3.6 A � I�I:� 1.000 2.609 4.976 186 1363 0.979 182 1335 0.136 3.8 A 0 NB 1 1 182 186 12 367 0 1.000 3.8 A SB 1 1 266 271 122 93 0 1.000 5.0 A Left LTR LTR 1.000 2.609 4.976 271 1218 0.980 266 1195 0222 5.0 A 1 Soenario 1 City of Fort Cdlins Signal Tirring OSJZC�2024 Syrxhro 11 Light Repa-t sb amsyn HCM 6th Roundabout Short Bkgrd PM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Intersection Delay, sJveh Ir�tersection L06 Eritry Lar�es Confliding Glyde Lanes Adj Approach Row, veh/h Derr�and Flow Rate, vehTh Vehides C�rculating, veh/h Vehides F�dting, veh/h Ped Vd Q'ossing Leg, #/h Ped Cap Adj Approad� Delay, sJveh Approad� LOS Lane Designated Moves Assumed Nbves RT (��anr�lized Lane Util Fdlo�nFUp FieadNray, s Critical Fieadvuay, s F�try Ra✓v, veh/h Cap F�try Larie, vehlh F�try HV Acij Facta' Flaw F�try, veh/h Cap Entry, veh/h V/C Ratio Contrd Delay, s/veh LOS 95th °/�ile Clueue, veh ueue .� EB 1 1 86 87 271 35 0 1.000 4.2 A � I�I:a 1.000 2.609 4.976 87 1047 0.985 86 1031 0.083 4.2 A 0 Left LTR LTR 1.000 2.609 4.976 99 987 0.978 97 965 0.100 4.6 A 0 V�B 1 97 99 329 � 0 1.000 4.6 A � I�I:� 1.000 2.609 4.976 3TI 1359 0.979 369 1330 0.277 5.1 A 1 NB 1 369 377 15 343 0 1.000 5.1 A SB 1 176 180 126 302 0 1.000 4.3 A Left LTR LTR 1.000 2.609 4.976 180 1213 0.980 176 1190 0.148 4.3 A 1 Soenario 1 City of Fort Cdlins Signal Tirring OSJZC�2024 Syrxhro 11 Light Repa-t sb pmsyn I�\_�.����_11� � HCM 6th Signalized Intersection Summary Long Bkgrd AM 152: Greenfields & Mulberry (State 14) � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris �j� ��� � �j ��� � �j '� �j�j � � Traffic Vdume (veh/h) 170 1410 100 70 2370 295 110 15 70 400 10 180 Future Vdume (veh/h) 170 1410 100 70 2370 295 110 15 70 400 10 180 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1826 1870 1870 1841 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 179 1484 20 74 2495 175 116 16 11 421 11 0 Peak Hour Facta- 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Per'oent Fieavy Veh, % 2 5 2 2 4 2 2 2 2 2 2 2 Cap,veh/h 281 2760 877 112 2691 848 258 53 37 527 269 Arrive On Green 0.08 0.55 0.55 0.06 0.54 0.54 0.07 0.05 0.05 0.16 0.14 0.00 Sat Flonrv, veh/h 3456 4985 1584 1781 5025 1584 1710 1074 738 3317 1945 1522 Qp Vdume(v), veh/h 179 1484 20 74 2495 175 116 0 27 421 11 0 Qp Sat Ra�(s),veh/hlln 1728 1662 1584 1781 1675 1584 1710 0 1812 1659 1945 1571 Q Serve(�s), s 5.0 18.9 0.6 4.1 45.8 5.8 6.4 0.0 1.4 12.2 0.5 0.0 Gyde Q C�ear(�c), s 5.0 18.9 0.6 4.1 45.8 5.8 6.4 0.0 1.4 12.2 0.5 0.0 Prop In L.ane 1.00 1.00 1.00 1.00 1.00 0.41 1.00 1.00 Lane Qp Cap(c), vehlh 281 2760 877 112 2691 848 258 0 90 527 269 �ic �t�a� o.� o.� 0.02 o.c-� o.� 0.2� o.a5 0.00 o.so o.$o 0.04 Avail Cap(c a), veh/h 380 2760 877 160 2691 848 258 0 91 630 331 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Unifa-m Delay (d), s/veh 44.5 14.2 10.1 45.8 21.4 12.1 41.6 0.0 45.9 40.5 37.3 0.0 Ina- Delay (d2), s�veh 2.4 0.8 0.0 6.4 7.0 0.6 1.2 0.0 6.7 6.1 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 2.1 6.1 0.2 1.9 16.4 1.9 2.8 0.0 0.8 5.4 0.3 0.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 46.9 14.9 10.1 52.2 28.4 12.7 42.8 0.0 52.5 46.6 37.6 0.0 LnGrp LOS D B B D C B D A D D D Approach Vd, veh/h 1683 2744 143 432 Approad� Delay, sJveh 18.3 28.1 44.6 46.4 Approad-i LOS B C D D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 2 3 4 10.0 18.8 10.3 60.9 18.9 4.0 6.0 5.0 6.5 4.0 6.0 16.0 8.0 48.5 18.0 8.4 2.5 6.1 20.9 14.2 0.0 0.0 0.0 7.0 0.7 9.9 12.1 59.1 6.0 5.0 6.5 4.0 10.0 46.5 3.4 7.0 47.8 0.0 0.2 0.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 26.8 F-K:NI 6th L06 C Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Unsignalized Delay for [SBR] is exduded from calculatia�s of the appro�ach delay and iritersection delay. Soenario 1 City of Fort Cdlins Signal Tirring OSJZE/2024 Syrxhro 11 Light Repa't Ib amsyn Timing Report, Sorted By Phase Long Bkgrd AM 152: Greenfields & Mulberry (State 14) � 1 � -► �- t -� '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 3 4 5 NBL SBT VbBL EBT SBL Lead Lag Lead Lag Lead I�br�e I�brie 10 22 10.0% 22.0% 10 10 3 3 1 3 4 4 3 6 3 3 0 0 0 0 No Yes 6.5 16.5 12.5 12.5 6.5 12.5 12.5 Yes Yes 16.5 38.5 32.5 32.5 16.5 32.5 32.5 None GMax None 13 55 22 13.0% 55.0% 71.0% 10 44.5 10 5 5 3 0 1.5 1 4 15 4 3 3 3 3 3 3 0 0 0 0 0 0 6 26 No Yes No Yes Yes Yes 38.5 51.5 6.5 51.5 6.5 28.5 46.5 0 24.5 46.5 74 24.5 38.5 51.5 6.5 46.5 0 24.5 46.5 74 24.5 Iritersec�ion Surrrr�ary Gyde Lerigth 100 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 0(0%), Referenced to phase 4:EBT arx18:WBT, Start of Yellow and Phases: 152: Q-eenfields & Mulbenv (State 1 ��� I��� �� 5 �MJ J Ta0 � -� o� �� � 4�8 6 NBTL � I�brie 10 10.0% 10 3 3 4 6 3 0 0 Yes Yes 28.5 38.5 32.5 32.5 28.5 32.5 32.5 � � . .. None GMax 15 53 15.0% 53.0% 10 38.5 5 5 0 1.5 4 15 3 3 3 3 0 0 0 0 6 � No Yes Yes Yes 38.5 53.5 53.5 6.5 48.5 0 48.5 80 38.5 53.5 48.5 0 48.5 80 Soenario 1 City of Fort Cdlins Signal Tirring OSJZE/2024 Syrxhro 11 Light Repa't Ib amsyn Queues Long Bkgrd AM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 � Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Q oup Row (vph) 179 1484 105 74 2495 311 116 90 421 11 189 v/c Ratio 0.50 0.56 0.12 0.49 1.01 0.34 0.60 0.50 0.73 0.03 0.52 Contrd Delay 47.4 17.5 0.5 54.8 46.6 4.5 45.2 25.2 46.6 35.1 12.0 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.4 17.5 0.5 54.8 46.6 4.5 45.2 25.2 46.6 35.1 12.0 C�.ie Lerigth 50th (ft) 56 240 0 46 -640 18 57 10 131 6 4 C�.�eue Lerigth 95th (ft) 90 287 3 92 #735 66 104 #62 186 22 67 Iritemal Link Dist (ft) 415 1016 960 378 Tum Bay Lerigth (ft) 300 200 300 250 160 300 300 Base Capacity(vph) 377 2648 911 159 2475 914 192 181 580 358 383 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.47 0.56 0.12 0.47 1.01 0.34 0.60 0.50 0.73 0.03 0.49 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. Soenario 1 City of Fort Cdlins Signal Tirring OSJZE/2024 Syrxhro 11 Light Repa't Ib amsyn HCM 6th Signalized Intersection Summary Long Bkgrd PM 152: Greenfields & Mulberry (State 14) � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris �j� ��� � �j ��� � �j '� �j�j � � Traffic Vdume (veh/h) 335 2555 80 75 1735 580 130 15 50 475 15 400 Future Vdume (veh/h) 335 2555 80 75 1735 580 130 15 50 475 15 400 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1826 1870 1870 1841 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 342 2607 14 77 1770 296 133 15 5 485 15 0 Peak Hour Facta- 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Per'oent Fieavy Veh, % 2 5 2 2 4 2 2 2 2 2 2 2 Cap,veh/h 431 2859 909 112 2572 810 230 58 19 585 294 Arrive On Green 0.12 0.57 0.57 0.06 0.51 0.51 0.07 0.04 0.04 0.18 0.15 0.00 Sat Flonrv, veh/h 3456 4985 1584 1781 5025 1584 1710 1396 465 3317 1945 1522 Qp Vdume(v), veh/h 342 2607 14 77 1770 296 133 0 20 485 15 0 Qp Sat Ra�(s),veh/hlln 1728 1662 1584 1781 1675 1584 1710 0 1861 1659 1945 1571 Q Serve(�s), s 11.5 56.1 0.5 5.1 31.9 13.5 8.0 0.0 1.2 16.9 0.8 0.0 Gyde Q C�ear(�c), s 11.5 56.1 0.5 5.1 31.9 13.5 8.0 0.0 1.2 16.9 0.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.25 1.00 1.00 Lane Qp Cap(c), vehlh 431 2859 909 112 2572 810 230 0 77 585 294 V/C Ratio(� 0.79 0.91 0.02 0.69 0.69 0.37 0.58 0.00 0.26 0.83 0.05 Avail Cap(c a), veh/h 518 2859 909 119 2572 810 230 0 93 746 405 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Unifa-m Delay (d), s/veh 51.0 22.9 11.0 55.1 22.1 17.6 51.8 0.0 55.7 47.7 43.6 0.0 Ina- Delay (d2), s�veh 7.0 5.7 0.0 14.4 1.5 1.3 3.6 0.0 6.3 6.2 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 5.2 20.1 0.2 2.6 11.5 4.8 4.1 0.0 0.7 7.5 0.4 0.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 58.0 28.6 11.0 69.5 23.6 18.9 55.3 0.0 62.0 53.9 43.8 0.0 LnGrp LOS E C B E C B E A E D D Approach Vd, veh/h 2963 2143 153 500 Approad� Delay, sJveh 31.9 24.6 56.2 53.6 Approad-i LOS C C E D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 2 3 4 11.0 23.1 11.5 74.3 24.1 10.0 19.0 66.9 4.0 6.0 5.0 6.5 4.0 6.0 5.0 6.5 7.0 24.0 7.0 60.5 26.0 5.0 17.0 50.5 10.0 2.8 7.1 58.1 18.9 3.2 13.5 33.9 0.0 0.0 0.0 2.1 1.2 0.0 0.4 8.4 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 31.7 F-K:NI 6th L06 C Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Unsignalized Delay for [SBR] is exduded from calculatia�s of the appro�ach delay and iritersection delay. Soenario 1 City of Fort Cdlins Signal Tirring OSJZE/2024 Syrxhro 11 Light Repa't Ib pmsyn Timing Report, Sorted By Phase Long Bkgrd PM 152: Greenfields & Mulberry (State 14) � 1 � -► �- t -� '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 3 4 5 NBL SBT VbBL EBT SBL Lead Lag Lead Lag Lead I�br�e I�brie 11 30 9.2% 25.0% 10 10 3 3 1 3 4 4 3 6 3 3 0 0 0 0 No Yes 6.5 17.5 13.5 13.5 6.5 13.5 13.5 Yes Yes 17.5 47.5 41.5 41.5 17.5 41.5 41.5 None GMax None 12 67 30 10.0% 55.8% 25.0% 10 44.5 10 5 5 3 0 1.5 1 4 15 4 3 3 3 3 3 3 0 0 0 0 0 0 6 26 No Yes No Yes Yes Yes 47.5 59.5 6.5 59.5 6.5 36.5 54.5 0 32.5 54.5 94 32.5 47.5 59.5 6.5 54.5 0 32.5 54.5 94 32.5 Iritersec�ion Surrrr�ary Gyde Lerigth 120 Contrd Type Actuatec�Coordinated Natural Gyde 100 Offset: 0(0%), Referenced to phase 4:EBT arx18:WBT, Start of Yellow and Phases: 152: Q-eenfields & Mulbenv (State 1 ��� I�a� �� 5 ��� I �� Tos � '� o� 6 NBTL � I�brie 11 9.2% 10 3 3 4 6 3 0 0 Yes Yes 36.5 47.5 41.5 41.5 36.5 41.5 41.5 � G38 � � . .. None GMax 22 57 18.3% 47.5% 10 38.5 5 5 0 1.5 4 15 3 3 3 3 0 0 0 0 6 � No Yes Yes Yes 47.5 69.5 69.5 6.5 64.5 0 64.5 100 47.5 69.5 64.5 0 64.5 100 Soenario 1 City of Fort Cdlins Signal Tirring OSJZE/2024 Syrxhro 11 Light Repa't Ib pmsyn Queues Long Bkgrd PM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 � Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Q oup Row (vph) 342 2607 82 77 1770 592 133 66 485 15 408 v/c Ratio 0.71 0.97 0.09 0.66 0.79 0.59 0.75 0.40 0.73 0.04 0.92 Contrd Delay 58.0 39.5 0.2 80.5 31.8 6.0 63.7 27.9 50.9 38.3 49.5 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.0 39.5 0.2 80.5 31.8 6.0 63.7 27.9 50.9 38.3 49.5 C�.ie Lerigth 50th (ft) 130 -791 0 59 436 29 77 11 183 9 156 C�.�eue Lerigth 95th (ft) 181 #882 1 #131 502 122 #130 58 241 28 #347 Iritemal Link Dist (ft) 415 1016 960 378 Tum Bay Lerigth (ft) 300 200 300 250 160 300 300 Base Capacity (vph) 514 2687 908 118 2248 1003 177 167 689 439 456 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.67 0.97 0.09 0.65 0.79 0.59 0.75 0.40 0.70 0.03 0.89 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. Soenario 1 City of Fort Cdlins Signal Tirring OSJZE/2024 Syrxhro 11 Light Repa't Ib pmsyn HCM 6th Roundabout Long Bkgrd AM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Intersection Delay, sJveh Ir�tersection L06 Eritry Lar�es Confliding Glyde Lanes Adj Approach Row, veh/h Derr�and Flow Rate, vehTh Vehides C�rculating, veh/h Vehides F�dting, veh/h Ped Vd Q'ossing Leg, #/h Ped Cap Adj Approad� Delay, sJveh Approad� LOS Lane Designated Moves Assumed Nbves RT (��anr�lized Lane Util Fdlo�nFUp FieadNray, s Critical Fieadvuay, s F�try Ra✓v, veh/h Cap F�try Larie, vehlh F�try HV Acij Facta' Flaw F�try, veh/h Cap Entry, veh/h V/C Ratio Contrd Delay, s/veh LOS 95th °/�ile Clueue, veh ueue .� EB 1 1 53 54 607 69 0 1.000 5.7 A � I�I:a 1.000 2.609 4.976 54 743 0.9T1 53 726 0.073 5.7 A 0 Left LTR LTR 1.000 2.609 4.976 91 844 0.986 90 832 0.108 5.4 A 0 � .� .; .1 � ��� : Left LT LT 0.926 2.535 4.544 4TI 1386 0.980 4G8 1358 0.344 5.8 A 2 NB 2 1 505 515 27 634 0 1.000 5.5 A l:� 0.074 2.535 4.544 38 1386 0.974 37 1349 0.027 2.9 A 0 SB 1 542 553 450 0 1.000 7.8 A Left LTR LTR 1.000 2.609 4.976 553 1217 0.981 542 1194 0.454 7.8 A 2 Soenario 1 City of Fort Cdlins Signal Tirring OSJZE/2024 Syrxhro 11 Light Repa't Ib amsyn HCM 6th Roundabout Long Bkgrd PM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Intersection Delay, sJveh Ir�tersection L06 Eritry Lar�es Confliding Glyde Lanes Adj Approach Row, veh/h Derr�and Flow Rate, vehTh Vehides C�rculating, veh/h Vehides F�dting, veh/h Ped Vd Q'ossing Leg, #/h Ped Cap Adj �I'OaCiI �ay, S/VE,iI Approad� LOS Lane Designated Moves Assumed Nbves RT (��anr�lized Lane Util Fdlo�nFUp FieadNray, s Critical Fieadvuay, s F�try Ra✓v, veh/h Cap F�try Larie, vehlh F�try HV Acij Facta' Flaw F�try, veh/h Cap Entry, veh/h V/C Ratio Contrd Delay, s/veh LOS 95th °/�ile Clueue, veh ueue 12.0 B O : .� .� .' 111 :. : � I�I:a 1.000 2.609 4.976 90 547 0.985 89 539 0.164 8.8 A 1 Left LTR LTR 1.000 2.609 4.976 124 518 0.974 121 504 0.239 10.6 B 1 V�B 1 1 121 124 961 80 1.000 10.6 B Left LT LT 0.957 2.535 4.544 956 1367 0.980 937 1340 0.699 12.2 B 6 NB 2 1 979 999 955 0 1.000 11.8 B I:� 0.043 2.535 4.544 43 1367 0.977 42 1335 0.031 2.9 A 0 SB 1 1 810 826 130 955 1.000 12.7 B Left LTR LTR 1.000 2.609 4.976 826 1209 0.981 810 1186 0.683 12.7 B 6 Soenario 1 City of Fort Cdlins Signal Tirring OSJZE/2024 Syrxhro 11 Light Repa't Ib pmsyn r��-���u►�� HCM 6th Signalized Intersection Summary Short Total AM 152: Greenfields & Mulberry (State 14) � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � �� � �j �� � �j '� �j�j � � Traffic Vdume (veh/h) 138 1061 92 65 1710 257 102 16 64 339 14 208 Future Vdume (veh/h) 138 1061 92 65 1710 257 102 16 64 339 14 208 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1826 1870 1870 1841 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 159 1220 28 75 1966 182 117 18 12 390 16 0 Peak Hour Facta- 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Per'oent Fieavy Veh, % 2 5 2 2 4 2 2 2 2 2 2 2 Cap,veh/h 203 2086 952 311 1984 898 235 49 33 491 252 Arrive On Green 0.08 0.60 0.60 0.04 0.57 0.57 0.06 0.05 0.05 0.15 0.13 0.00 Sat Flonrv, veh/h 1781 3469 1584 1781 3497 1584 1710 1089 726 3317 1945 1522 Qp Vdume(v), veh/h 159 1220 28 75 1966 182 117 0 30 390 16 0 Qp Sat Ra�(s),veh/hlln 1781 1735 1584 1781 1749 1584 1710 0 1815 1659 1945 1571 Q Serve(�s), s 5.4 23.8 0.8 1.9 61.1 6.2 7.0 0.0 1.8 12.5 0.8 0.0 Gyde Q C�ear(�c), s 5.4 23.8 0.8 1.9 61.1 6.2 7.0 0.0 1.8 12.5 0.8 0.0 Prop In L.ane 1.00 1.00 1.00 1.00 1.00 0.40 1.00 1.00 Lane Qp Cap(c), vehlh 203 2086 952 311 1984 898 235 0 82 491 252 V/C Ratio(� 0.78 0.58 0.03 0.24 0.99 0.20 0.50 0.00 0.37 0.79 0.06 Avail Cap(c a), veh/h 213 2086 952 350 1984 898 235 0 82 633 336 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Unifa-m Delay (d), s/veh 32.5 13.5 8.9 11.0 23.5 11.6 46.9 0.0 51.0 45.2 42.0 0.0 Ina- Delay (d2), s�veh 16.5 1.2 0.1 0.4 18.1 0.5 1.6 0.0 9.6 5.3 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 5.0 8.1 0.2 0.7 25.7 2.0 3.2 0.0 1.0 5.5 0.4 0.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 49.0 14.7 9.0 11.4 41.7 12.1 48.5 0.0 60.6 50.6 42.4 0.0 LnGrp LOS D B A B D B D A E D D Approach Vd, veh/h 1407 2223 147 406 Approad� Delay, sJveh 18.4 38.2 51.0 50.3 Approad-i LOS B D D D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 2 3 4 10.0 20.2 7.6 72.2 19.3 11.0 11.3 68.4 4.0 7.0 4.0 7.0 4.0 7.0 4.0 7.0 6.0 18.0 6.0 58.0 20.0 4.0 8.0 56.0 9.0 2.8 3.9 25.8 14.5 3.8 7.4 63.1 0.0 0.0 0.0 5.6 0.8 0.0 0.0 0.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 33.2 F-K:NI 6th L06 C Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Unsignalized Delay for [SBR] is exduded from calculatia�s of the appro�ach delay and iritersection delay. Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st amsyn Timing Report, Sorted By Phase Short Total AM 152: Greenfields & Mulberry (State 14) � 1 � --. �• t -� '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 3 4 5 NBL SBT VbBL EBTL SBL Lead Lag Lead Lag Lead I�br�e I�brie 10 25 9.1% 22.7% 10 11 3 4 1 3 4 4 3 6 3 3 0 0 0 0 No Yes 7 17 13 13 7 13 13 Yes Yes 17 42 35 35 17 35 35 None GMax None 10 65 24 9.1% 59.1% 21.8% 10 44.5 10 3 5 3 1 2 1 4 15 4 3 3 3 3 3 3 0 0 0 0 0 0 6 26 No Yes No Yes Yes Yes 42 52 7 52 7 31 48 0 27 48 84 27 42 52 7 48 0 27 48 84 27 Iritersec�ion Surrrr�ary Gyde Lerigth 110 Contrd Type Actuatec�Coordinated Natural Gyde 100 Offset: 0(0%), Referenced to phase 4:EBTL and 8:WBTL, Start af Yellow and Phases: 152: Q-eenfields & Mulbenv (State 1 ��� I��� �� 5 �1l J �� � TGo � L37 G3 6 NBTL � I�brie 11 10.0% 11 4 3 4 6 3 0 0 Yes Yes 31 42 35 35 31 35 35 � �:. :.. None GMax 12 63 10.9% 57.3% 10 38.5 3 5 1 2 4 15 3 3 3 3 0 0 0 0 6 � No Yes Yes Yes 42 54 54 7 50 0 50 90 42 54 50 0 50 90 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st amsyn Queues Short Total AM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 � Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Q oup Row (vph) 159 1220 106 75 1966 295 117 92 390 16 239 v/c Ratio 0.74 0.62 0.11 0.27 1.06 0.31 0.64 0.51 0.70 0.05 0.74 Contrd Delay 41.7 18.5 0.8 9.5 63.8 5.3 51.5 27.4 49.3 38.5 34.1 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.7 18.5 0.8 9.5 63.8 5.3 51.5 27.4 49.3 38.5 34.1 C�.ie Lerigth 50th (ft) 57 311 0 17 --826 28 63 12 134 10 72 C�.�eue Lerigth 95th (ft) #147 364 6 33 #910 69 109 #�63 178 28 152 Iritemal Link Dist (ft) 415 1016 960 378 Tum Bay Lerigth (ft) 300 200 300 250 160 300 300 Base Capacity (vph) 216 1965 953 277 1863 948 183 180 576 364 344 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.74 0.62 0.11 0.27 1.06 0.31 0.64 0.51 0.68 0.04 0.69 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st amsyn HCM 6th Signalized Intersection Summary Short Total PM 152: Greenfields & Mulberry (State 14) � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � �� � �j �� � �j '�, �j�j � � Traffic Vdume (veh/h) 186 1995 76 68 1439 334 120 20 43 323 21 170 Future Vdume (veh/h) 186 1995 76 68 1439 334 120 20 43 323 21 170 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1826 1870 1870 1841 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 196 2100 17 72 1515 189 126 21 5 340 22 0 Peak Hour Facta- 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Per'oent Fieavy Veh, % 2 5 2 2 4 2 2 2 2 2 2 2 Cap,veh/h 271 2168 990 149 2089 946 235 69 16 429 216 Arrive On Green 0.07 0.62 0.62 0.04 0.60 0.60 0.06 0.05 0.05 0.13 0.11 0.00 Sat Flonrv, veh/h 1781 3469 1584 1781 3497 1584 1710 1519 362 3317 1945 1522 Qp Vdume(v), veh/h 196 2100 17 72 1515 189 126 0 26 340 22 0 Qp Sat Ra�(s),veh/hlln 1781 1735 1584 1781 1749 1584 1710 0 1880 1659 1945 1571 Q Serve(�s), s 4.4 63.3 0.4 1.7 33.8 6.0 7.0 0.0 1.5 10.9 1.1 0.0 Gyde Q C�ear(�c), s 4.4 63.3 0.4 1.7 33.8 6.0 7.0 0.0 1.5 10.9 1.1 0.0 Prop In L.ane 1.00 1.00 1.00 1.00 1.00 0.19 1.00 1.00 Lane Qp Cap(c), vehlh 271 2168 990 149 2089 946 235 0 85 429 216 V/C Ratio(� 0.72 0.97 0.02 0.48 0.73 0.20 0.54 0.00 0.31 0.79 0.10 Avail Cap(c a), veh/h 327 2168 990 172 2089 946 235 0 85 483 248 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Unifa-m Delay (d), s/veh 20.0 19.6 7.8 26.7 15.7 10.1 47.2 0.0 50.8 46.4 44.0 0.0 Ina- Delay (d2), s�veh 6.1 13.3 0.0 2.4 2.2 0.5 2.4 0.0 7.1 7.9 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 3.3 23.9 0.1 1.1 11.7 1.9 3.5 0.0 0.9 5.0 0.6 0.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 26.1 32.9 7.9 29.2 18.0 10.6 49.6 0.0 58.0 54.4 44.7 0.0 LnGrp LOS C C A C B B D A E D D Approad� Vd, veh/h 2313 1776 152 362 Approach Delay, sJveh 32.1 17.6 51.0 53.8 Approad-i LOS C B D D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 1 2 10.0 17.2 4.0 6.0 6.0 13.0 9.0 3.1 0.0 0.0 3 4 5 6 7 8 8.6 74.2 17.2 10.0 11.6 71.2 5.0 6.5 4.0 6.0 5.0 6.5 5.0 64.5 15.0 4.0 10.0 59.5 3.7 65.3 12.9 3.5 6.4 35.8 0.0 0.0 0.3 0.0 0.2 8.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 28.9 F-K:NI 6th L06 C Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Unsignalized Delay for [SBR] is exduded from calculatia�s of the appro�ach delay and iritersection delay. Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st pmsyn Timing Report, Sorted By Phase Short Total PM 152: Greenfields & Mulberry (State 14) � 1 � --. �• t -� '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 3 4 5 6 7 8 NBL SBT VbBL EBTL SBL NBTL EBL U�BTL Lead Lag Lead Lag Lead Lag Lead Lag I�br�e 10 9.1% 10 3 1 4 3 3 0 0 No Yes 6.5 16.5 12.5 12.5 6.5 12.5 12.5 I�brie 19 17.3% 10 3 3 4 6 3 0 0 Yes Yes 16.5 35.5 29.5 29.5 16.5 29.5 29.5 None GMax 10 71 9.1% 64.5% 10 44.5 5 5 0 1.5 4 15 3 3 3 3 0 0 0 0 6 26 No Yes Yes Yes 35.5 45.5 45.5 6.5 40.5 0 40.5 84 35.5 45.5 40.5 0 40.5 84 I�br�e 19 17.3% 10 3 1 4 3 3 0 0 No Yes 6.5 25.5 21.5 21.5 6.5 21.5 21.5 Iritersec�ion Surrrr�ary Gyde Lerigth 110 Contrd Type Actuatec�Coordinated Natural Gyde 100 Offset: 0(0%), Referenced to phase 4:EBTL and 8:WBTL, Start af Yellow �lits and Phases: 152: Q-eenfields & Mull �,�� 1 �� ��� 1 -�� ��5 I 1 Oo I� �7 03 I�brie 10 9.1% 10 3 3 4 6 3 0 0 Yes Yes 25.5 35.5 29.5 29.5 25.5 29.5 29.5 None GMax 15 66 13.6% 60.0% 10 38.5 5 5 0 1.5 4 15 3 3 3 3 0 0 0 0 6 � No Yes Yes Yes 35.5 50.5 50.5 6.5 45.5 0 45.5 90 35.5 50.5 45.5 0 45.5 90 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st pmsyn Queues Short Total PM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 � Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Q oup Row (vph) 196 2100 80 72 1515 352 126 66 340 22 179 v/c Ratio 0.78 0.98 0.08 0.43 0.78 0.34 0.72 0.48 0.74 0.09 0.66 Contrd Delay 43.3 37.7 0.1 17.9 22.6 2.2 62.3 34.8 55.4 43.4 27.9 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.3 37.7 0.1 17.9 22.6 2.2 62.3 34.8 55.4 43.4 27.9 C�.ie Lerigth 50th (ft) 74 -�834 0 14 427 0 74 15 121 14 35 C�.�eue Lerigth 95th (ft) #186 #972 0 44 526 41 #142 60 #187 38 111 Iritemal Link Dist (ft) 412 1016 960 378 Tum Bay Lerigth (ft) 300 200 300 250 300 300 300 Base Capacity(vph) 257 2138 1023 169 1952 1044 175 137 462 268 283 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.76 0.98 0.08 0.43 0.78 0.34 0.72 0.48 0.74 0.08 0.63 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st pmsyn HCM 6th Roundabout Short Total AM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Intersection Delay, sJveh Ir�tersection L06 Eritry Lar�es Confliding Glyde Lanes Adj Approach Row, veh/h Derr�and Flow Rate, vehTh Vehides C�rculating, veh/h Vehides F�dting, veh/h Ped Vd Q'ossing Leg, #/h Ped Cap Adj Approad� Delay, sJveh Approad� LOS Lane Designated Moves Assumed Nbves RT (��anr�lized Lane Util Fdlo�nFUp FieadNray, s Critical Fieadvuay, s F�try Ra✓v, veh/h Cap F�try Larie, vehlh F�try HV Acij Facta' Flaw F�try, veh/h Cap Entry, veh/h V/C Ratio Contrd Delay, s/veh LOS 95th °/�ile Clueue, veh ueue 7.1 A EB 1 1 388 395 317 413 0 1.000 8.0 A � I�I:a 111 .�• . , . ... � •: :. •:� � •. :� Left LTR LTR 1.000 2.609 4.976 80 854 0.983 79 839 0.094 5.2 A 0 V�B 1 1 79 80 471 � 0 1.000 5.2 A � I�I:� 1.000 2.609 4.976 495 1326 0.980 485 1300 0.373 6.3 A 2 NB 1 1 485 495 39 673 0 1.000 6.3 A SB 1 1 281 287 443 108 0 1.000 7.8 A Left LTR LTR 1.000 2.609 4.976 287 878 0.979 281 860 0.327 7.8 A 1 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st amsyn HCM 6th Roundabout Short Total PM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Intersection Delay, sJveh Ir�tersection L06 Eritry Lar�es Confliding Glyde Lanes Adj Approach Row, veh/h Derr�and Flow Rate, vehTh Vehides C�rculating, veh/h Vehides F�dting, veh/h Ped Vd Q'ossing Leg, #/h Ped Cap Adj Approad� Delay, sJveh Approad� LOS Lane Designated Moves Assumed Nbves RT (��anr�lized Lane Util Fdlo�nFUp FieadNray, s Critical Fieadvuay, s F�try Ra✓v, veh/h Cap F�try Larie, vehlh F�try HV Acij Facta' Flaw F�try, veh/h Cap Entry, veh/h V/C Ratio Contrd Delay, s/veh LOS 95th °/�ile Clueue, veh ueue 7.5 A EB 1 1 394 402 265 345 0 1.000 7.5 A � I�I:a 1.000 2.609 4.976 402 1053 0.979 394 1031 0.382 7.5 A 2 Left LTR LTR 1.000 2.609 4.976 107 727 0.978 105 712 0.147 6.7 A 1 V�B 1 1 105 107 628 70 0 1.000 6.7 A � I�I:� 1.000 2.609 4.976 648 1311 0.980 635 1285 0.494 8.0 A 3 NB 1 1 635 648 50 617 0 1.000 8.0 A SB 1 1 193 196 414 321 0 1.000 6.3 A Left LTR LTR 1.000 2.609 4.976 196 905 0.983 193 889 0.217 6.3 A 1 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st pmsyn HCM 6th TWSC Short Total AM 8: N. Frontage Road & Site Access Ir�ers�ctia� Ir�t Delay, s/veh 5.2 Nbvemer�t EBL EBT WBT V�BR SBL SBR Lane Corifigurations �' � � � Traffic Vd, veh/h 5 6 26 293 290 5 Future Vd, vehlh 5 6 26 293 290 5 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Free Free Free Free Stop Stop RT Chanridized - None - Norie - Norie Storage Length - - - 0 0 - Veh in Median Storage, #- 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 6 7 31 345 341 6 Maja'/Ninoi- IVlaja'1 Maja2 Ninor2 Corifliding RowAll 376 0 - 0 50 31 Stage 1 - - - - 31 - Stage 2 - - - - 19 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical I-Id�niy Stg 1 - - - - 5.42 - Qitical Hdwy Stg 2 - - - - 5.42 - Fdlo�nFup �kiwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1182 - - - 959 1043 Stage 1 - - - - 992 - Stage 2 - - - - 1004 - Platoon blocked, % - - - Mov Cap�1 Maneuver 1182 - - - 954 1043 Mov Cap-2 Maneuver - - - - 954 - Stage 1 - - - - 987 - Stage 2 - - - - 1004 - � • • ... : f • • �-. 1 1' ■:�►l �� � Ninor LanelMaja' M�rrt EBL EBT WBT WBRSBLn1 Capaaty (veh/h) 1182 - - - 955 HCM Lane V/C Ratio 0.005 - - - 0.363 HCM Coritrd Delay (s) 8.1 0 - - 10.9 F-K;NI Lane LOS A A - - B HCM 95th °/�ile Q(veh) 0 - - - 1.7 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st amsyn HCM 6th TWSC Short Total PM 8: N. Frontage Road & Site Access Ir�ers�ctia� Ir�t Delay, s/veh 5.1 Nbvemer�t EBL EBT WBT V�BR SBL SBR Lane Corifigurations �' � � � Traffic Vd, veh/h 6 16 21 260 262 6 Future Vd, vehlh 6 16 21 260 262 6 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Free Free Free Free Stop Stop RT Chanridized - None - Norie - Norie Storage Length - - - 0 0 - Veh in Median Storage, #- 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 7 19 25 306 308 7 Maja'/Ninoi- IVlaja'1 Maja2 Ninor2 Corifliding RowAll 331 0 - 0 58 25 Stage 1 - - - - 25 - Stage 2 - - - - 33 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical I-Id�niy Stg 1 - - - - 5.42 - Qitical Hdwy Stg 2 - - - - 5.42 - Fdlo�nFup �kiwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1228 - - - 949 1051 Stage 1 - - - - 998 - Stage 2 - - - - 989 - Platoon blocked, % - - - Mov Cap�1 Maneuver 1228 - - - 943 1051 Mov Cap-2 Maneuver - - - - 943 - Stage 1 - - - - 992 - Stage 2 - - - - 989 - � • • ... : f . . �- . � � ■: �►l �. � Ninor LanelMaja' M�rrt EBL EBT WBT WBRSBLn1 Capaaty (veh/h) 1228 - - - 945 HCM Lane V/C Ratio 0.006 - - - 0.334 HCM Coritrd Delay (s) 7.9 0 - - 10.7 F-K;NI Lane LOS A A - - B HCM 95th °/�ile Q(veh) 0 - - - 1.5 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't st pmsyn APPENDIX G HCM 6th Signalized Intersection Summary Long Total AM 152: Greenfields & Mulberry (State 14) � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris �j� ��� � �j ��� � �j '�, �j�j � � Traffic Vdume (veh/h) 265 1350 100 70 2275 450 110 25 70 515 15 315 Future Vdume (veh/h) 265 1350 100 70 2275 450 110 25 70 515 15 315 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1826 1870 1870 1841 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 279 1421 17 74 2395 251 116 26 11 542 16 0 Peak Hour Facta- 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Per'oent Fieavy Veh, % 2 5 2 2 4 2 2 2 2 2 2 2 Cap,veh/h 375 2609 829 112 2402 757 258 64 27 627 328 Arrive On Green 0.11 0.52 0.52 0.06 0.48 0.48 0.07 0.05 0.05 0.19 0.17 0.00 Sat Flonrv, veh/h 3456 4985 1584 1781 5025 1583 1710 1297 549 3317 1945 1522 Qp Vdume(v), veh/h 279 1421 17 74 2395 251 116 0 37 542 16 0 Qp Sat Ra�(s),veh/hlln 1728 1662 1584 1781 1675 1583 1710 0 1846 1659 1945 1571 Q Serve(�s), s 7.8 19.0 0.5 4.1 47.5 9.8 6.4 0.0 1.9 15.8 0.7 0.0 Gyde Q C�ear(�c), s 7.8 19.0 0.5 4.1 47.5 9.8 6.4 0.0 1.9 15.8 0.7 0.0 Prop In L.ane 1.00 1.00 1.00 1.00 1.00 0.30 1.00 1.00 Lane Qp Cap(c), vehlh 375 2609 829 112 2402 757 258 0 92 627 328 V/C Ratio(� 0.74 0.54 0.02 0.66 1.00 0.33 0.45 0.00 0.40 0.87 0.05 Avail Cap(c a), veh/h 380 2609 829 160 2402 757 258 0 92 630 331 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Unifa-m Delay (d), s/veh 43.2 15.9 11.5 45.8 26.0 16.2 41.6 0.0 46.1 39.3 34.9 0.0 Ina- Delay (d2), s�veh 7.6 0.8 0.0 6.4 17.7 1.2 1.2 0.0 10.1 12.0 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 3.5 6.3 0.2 1.9 19.9 3.4 2.8 0.0 1.2 7.5 0.3 0.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 50.9 16.7 11.5 52.2 43.7 17.4 42.8 0.0 56.2 51.3 35.1 0.0 LnGrp LOS D B B D D B D A E D D Approad� Vd, veh/h 1717 2720 153 558 Approad� Delay, sJveh 22.2 41.5 46.0 50.9 Approad-i LOS C D D D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 2 3 4 10.0 21.8 10.3 57.8 21.9 10.0 14.8 53.3 4.0 6.0 5.0 6.5 4.0 6.0 5.0 6.5 6.0 16.0 8.0 48.5 18.0 4.0 10.0 46.5 8.4 2.7 6.1 21.0 17.8 3.9 9.8 49.5 0.0 0.0 0.0 6.5 0.0 0.0 0.0 0.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 36.2 HCM 6th L06 D Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Unsignalized Delay for [SBR] is exduded from calculatia�s of the appro�ach delay and iritersection delay. Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It amsyn Timing Report, Sorted By Phase Long Total AM 152: Greenfields & Mulberry (State 14) � 1 � -► �- t -� '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 3 4 5 NBL SBT VbBL EBT SBL Lead Lag Lead Lag Lead I�br�e I�brie 10 22 10.0% 22.0% 10 10 3 3 1 3 4 4 3 6 3 3 0 0 0 0 No Yes 6.5 16.5 12.5 12.5 6.5 12.5 12.5 Yes Yes 16.5 38.5 32.5 32.5 16.5 32.5 32.5 None GMax None 13 55 22 13.0% 55.0% 71.0% 10 44.5 10 5 5 3 0 1.5 1 4 15 4 3 3 3 3 3 3 0 0 0 0 0 0 6 26 No Yes No Yes Yes Yes 38.5 51.5 6.5 51.5 6.5 28.5 46.5 0 24.5 46.5 74 24.5 38.5 51.5 6.5 46.5 0 24.5 46.5 74 24.5 Iritersec�ion Surrrr�ary Gyde Lerigth 100 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 0(0%), Referenced to phase 4:EBT arx18:WBT, Start of Yellow and Phases: 152: Q-eenfields & Mulbenv (State 1 ��� I��� �� 5 �MJ J Ta0 � -� o� �� � 4�8 6 NBTL � I�brie 10 10.0% 10 3 3 4 6 3 0 0 Yes Yes 28.5 38.5 32.5 32.5 28.5 32.5 32.5 � � . .. None GMax 15 53 15.0% 53.0% 10 38.5 5 5 0 1.5 4 15 3 3 3 3 0 0 0 0 6 � No Yes Yes Yes 38.5 53.5 53.5 6.5 48.5 0 48.5 80 38.5 53.5 48.5 0 48.5 80 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It amsyn Queues Long Total AM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 � Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Cl oup Row (vph) 279 1421 105 74 2395 474 116 100 542 16 332 v/c Ratio 0.74 0.55 0.12 0.49 1.01 0.49 0.59 0.61 0.96 0.04 0.87 Contrd Delay 56.1 17.8 0.5 54.8 48.0 4.8 43.2 33.5 70.2 35.2 42.7 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.1 17.8 0.5 54.8 48.0 4.8 43.2 33.5 70.2 35.2 42.7 C�.ie Lerigth 50th (ft) 90 225 0 46 -557 22 57 16 177 9 98 C�.�eue Lerigth 95th (ft) #145 271 3 92 #1686 85 #106 #81 #283 27 #259 Iritemal Link Dist (ft) 415 1016 960 378 Tum Bay Lerigth (ft) 300 200 300 250 160 300 300 Base Capacity(vph) 377 2573 891 159 2370 966 197 164 565 358 381 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.74 0.55 0.12 0.47 1.01 0.49 0.59 0.61 0.96 0.04 0.87 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It amsyn HCM 6th Signalized Intersection Summary Long Total PM 152: Greenfields & Mulberry (State 14) � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris �j� ��� � �j ��� � �j '�, �j�j � � Traffic Vdume (veh/h) 445 2485 80 75 1690 690 130 20 50 605 25 490 Future Vdume (veh/h) 445 2485 80 75 1690 690 130 20 50 605 25 490 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V�kxlc Zorie On Approad� f�lo No f�lo No Adj Sat Ron�v, veh/h/In 1870 1826 1870 1870 1841 1870 1796 1945 1796 1796 1945 1796 Adj Flcr�v Rate, veh/h 454 2536 13 77 1724 330 133 20 5 617 26 0 Peak Hour Facta- 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Per'oent Fieavy Veh, % 2 5 2 2 4 2 2 2 2 2 2 2 Cap,veh/h 518 2685 853 112 2269 715 229 62 16 700 362 Arrive On Green 0.15 0.54 0.54 0.06 0.45 0.45 0.07 0.04 0.04 0.21 0.19 0.00 Sat Flonrv, veh/h 3456 4985 1584 1781 5025 1583 1710 1502 376 3317 1945 1522 Qp Vdume(v), veh/h 454 2536 13 77 1724 330 133 0 25 617 26 0 Qp Sat Ra�(s),veh/hlln 1728 1662 1584 1781 1675 1583 1710 0 1878 1659 1945 1571 Q Serve(�s), s 15.4 57.3 0.5 5.1 34.4 17.3 8.0 0.0 1.6 21.6 1.3 0.0 Gyde Q C�ear(�c), s 15.4 57.3 0.5 5.1 34.4 17.3 8.0 0.0 1.6 21.6 1.3 0.0 Prop In L.ane 1.00 1.00 1.00 1.00 1.00 0.20 1.00 1.00 Lane Qp Cap(c), vehlh 518 2685 853 112 2269 715 229 0 78 700 362 V/C Ratio(� 0.88 0.94 0.02 0.69 0.76 0.46 0.58 0.00 0.32 0.88 0.07 Avail Cap(c a), veh/h 518 2685 853 119 2269 715 229 0 94 746 405 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Unifa-m Delay (d), s/veh 49.9 26.0 12.9 55.1 27.5 22.8 51.8 0.0 55.9 45.9 40.3 0.0 Ina- Delay (d2), s�veh 15.5 8.5 0.0 14.4 2.5 2.1 3.6 0.0 8.3 11.4 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/dle BackOFQ(50%),vehlln 7.5 21.7 0.2 2.6 13.0 6.4 4.1 0.0 0.9 10.1 0.7 0.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 65.4 34.5 12.9 69.5 29.9 24.9 55.4 0.0 64.2 57.3 40.6 0.0 LnGrp LOS E C B E C C E A E E D Approad� Vd, veh/h 3003 2131 158 643 Approad� Delay, s✓veh 39.1 30.6 56.8 56.6 Approad-i LOS D C E E Timer - Assigned Phs Phs Duration (G+Y+Rc), s Charige Period (Y+Rc), s Max Green Setting (Q�r�ax), s Max Q Clear Time (cLc+l1), s Green Ext Time (p c), s 2 3 4 11.0 27.3 11.5 70.1 28.3 10.0 22.0 59.7 4.0 6.0 5.0 6.5 4.0 6.0 5.0 6.5 7.0 24.0 7.0 60.5 26.0 5.0 17.0 50.5 10.0 3.3 7.1 59.3 23.6 3.6 17.4 36.4 0.0 0.1 0.0 1.1 0.7 0.0 0.0 7.6 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 38.4 HCM 6th L06 D Note.s User approved pedes�trian iritenral to be less than phase ma�c green. Unsignalized Delay for [SBR] is exduded from calculatia�s of the appro�ach delay and iritersection delay. Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It pmsyn Timing Report, Sorted By Phase Long Total PM 152: Greenfields & Mulberry (State 14) � 1 � -► �- t -� '- � �� Nbverr�ent LeadlLag Leac�Lag Optimize Recall Nbde Ma�dmum Split (s) Ma�drrum Split (%) Ninimum Split (s) YellovuTime (s) All-Red Time (s) Ninimum Initial (s) Vehide F�ctension (s) Ninimum Gep (s) Time Befa-e Reduce (s) Time To Reduoe (s) V�ialk Time (s) Flash Dorit Walk (s) D�.�al Entry Inhibit N}ax Start Time (s) Erid Time (s) YeIdlForce Off (s) YeIdlForce OfF 170(s) Local Start Time (s) Local Yeld (s) Local Ydd 170(s) 1 2 3 4 5 NBL SBT VbBL EBT SBL Lead Lag Lead Lag Lead I�br�e I�brie 11 30 9.2% 25.0% 10 10 3 3 1 3 4 4 3 6 3 3 0 0 0 0 No Yes 6.5 17.5 13.5 13.5 6.5 13.5 13.5 Yes Yes 17.5 47.5 41.5 41.5 17.5 41.5 41.5 None GMax None 12 67 30 10.0% 55.8% 25.0% 10 44.5 10 5 5 3 0 1.5 1 4 15 4 3 3 3 3 3 3 0 0 0 0 0 0 6 26 No Yes No Yes Yes Yes 47.5 59.5 6.5 59.5 6.5 36.5 54.5 0 32.5 54.5 94 32.5 47.5 59.5 6.5 54.5 0 32.5 54.5 94 32.5 Iritersec�ion Surrrr�ary Gyde Lerigth 120 Contrd Type Actuatec�Coordinated Natural Gyde 120 Offset: 0(0%), Referenced to phase 4:EBT arx18:WBT, Start of Yellow and Phases: 152: Q-eenfields & Mulbenv (State 1 ��� I�a� �� 5 ��� I �� Tos � '� o� 6 NBTL � I�brie 11 9.2% 10 3 3 4 6 3 0 0 Yes Yes 36.5 47.5 41.5 41.5 36.5 41.5 41.5 � G38 � � . .. None GMax 22 57 18.3% 47.5% 10 38.5 5 5 0 1.5 4 15 3 3 3 3 0 0 0 0 6 � No Yes Yes Yes 47.5 69.5 69.5 6.5 64.5 0 64.5 100 47.5 69.5 64.5 0 64.5 100 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It pmsyn Queues Long Total PM 152: Greenfields & Mulberry (State 14) � � � � ~ � � T � 1 � Lane C�-oup EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Cl oup Row (vph) 454 2536 82 77 1724 704 133 71 617 26 500 v/c Ratio 0.88 0.96 0.09 0.66 0.81 0.67 0.78 0.47 0.85 0.06 1.09 Contrd Delay 69.8 38.9 0.2 80.5 33.5 6.5 67.2 32.4 56.7 38.6 95.0 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 38.9 0.2 80.5 33.5 6.5 67.2 32.4 56.7 38.6 95.0 C�.ie Lerigth 50th (ft) 179 -698 0 59 419 27 77 15 242 16 294 C�.ieue Lerigth 95th (ft) #269 #841 1 #131 483 135 #153 64 #351 42 #509 Iritemal Link Dist (ft) 415 1016 960 378 Tum Bay Lerigth (ft) 300 200 300 250 160 300 300 Base Capacity(vph) 514 2630 892 118 2141 1046 171 152 724 439 458 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.88 0.96 0.09 0.65 0.81 0.67 0.78 0.47 0.85 0.06 1.09 Iritersection Surrmary - Vdurr� exceeds capaaty, queue is thea-etically infinite. C�ue��e sha�un is rr�udmum after iv�o cydes. # 95th peroentile vdume exoeecls capacity, queue rr�y be longer. Queue shown is ma�dmum after iv�o c.ydes. Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It pmsyn HCM 6th Roundabout Long Total AM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Intersection Delay, sJveh Ir�tersection L06 Eritry Lar�es Confliding Glyde Lanes Adj Approach Row, veh/h Derr�and Flow Rate, vehTh Vehides C�rculating, veh/h Vehides F�dting, veh/h Ped Vd Q'ossing Leg, #/h Ped Cap Adj Approad� Delay, sJveh Approad� LOS Lane Designated Moves Assumed Nbves RT (��anr�lized Lane Util Fdlo�nFUp FieadNray, s Critical Fieadvuay, s F�try Ra✓v, veh/h Cap F�try Larie, vehlh F�try HV Acij Facta' Flaw F�try, veh/h Cap Entry, veh/h V/C Ratio Contrd Delay, s/veh LOS 95th °/�ile Clueue, veh ueue 10.9 B EB 1 1 358 365 596 387 0 1.000 11.8 B � I�I:a 1.000 2.609 4.976 365 751 0.980 358 736 0.486 11.8 B 3 Left LTR LTR 1.000 2.609 4.976 96 620 0.985 95 611 0.155 7.7 A V�B 1 1 95 96 784 65 0 1.000 7.7 A Left LT LT 0.952 2.535 4.544 757 1352 0.980 742 1325 0.560 8.9 4 NB 2 1 T19 795 54 907 0 1.000 8.6 A l:� 0.048 2.535 4.544 38 1352 0.974 37 1316 0.028 3.0 0 SB 1 1 559 570 413 467 0 1.000 13.8 B Left LTR LTR 111 .�• , � � •1. 1 •:1 ::: �. • . Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It amsyn HCM 6th Roundabout Long Total PM 1: Greenfields & N. Frontage Road Ir�ers�ctia� Intersection Delay, sJveh Ir�tersection L06 Eritry Lar�es Confliding Glyde Lanes Adj Approach Row, veh/h Derr�and Flow Rate, vehTh Vehides C�rculating, veh/h Vehides F�dting, veh/h Ped Vd Q'ossing Leg, #/h Ped Cap Adj Approad� Delay, sJveh Approad� LOS Lane Designated Moves Assumed Nbves RT (��anr�lized Lane Util Fdlo�nFUp FieadNray, s Critical Fieadvuay, s F�try Ra✓v, veh/h Cap F�try Larie, vehlh F�try HV Acij Facta' Flaw F�try, veh/h Cap Entry, veh/h V/C Ratio Contrd Delay, s/veh LOS 95th °/�ile Clueue, veh ueue 'r�� EB 1 1 369 376 902 328 0 1.000 23.3 C � I�I:a 1.000 2.609 4.976 376 550 0.980 369 539 0.684 23.3 C 5 Left LTR LTR 1.000 2.609 4.976 129 393 0.974 126 383 0.328 15.6 C 1 V�B 1 1 126 129 1231 85 0 1.000 15.6 C Left LT LT 0.965 2.535 4.544 1198 1326 0.980 1174 1300 0.903 25.5 D 15 NB 2 1 1216 1241 75 1203 0 1.000 24.7 C I:� 0.035 2.535 4.544 43 1326 0.977 42 1296 0.032 3.0 A 0 SB 1 1 826 843 387 973 0 1.000 32.8 D Left LTR LTR 1.000 2.609 4.976 843 930 0.980 826 912 0.907 32.8 D 13 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It pmsyn HCM 6th TWSC Long Total AM 11: N. Frontage Road & Site Access Ir�ers�ctia� Ir�t Delay, s/veh 5.1 Nbvemer�t EBL EBT WBT V�BR SBL SBR Lane Corifigurations �' � � � Traffic Vd, veh/h 5 10 30 295 290 5 Future Vd, vehlh 5 10 30 295 290 5 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Free Free Free Free Stop Stop RT Chanridized - None - Norie - Norie Sta'age Length - - - 200 0 - Veh in Median Storage, #- 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 6 11 33 328 322 6 Maja'/Ninoi- IVlaja'1 Maja2 Ninor2 Corifliding RowAll 361 0 - 0 56 33 Stage 1 - - - - 33 - Stage 2 - - - - 23 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical I-Id�niy Stg 1 - - - - 5.42 - Qitical Hdwy Stg 2 - - - - 5.42 - Fdlo�nFup �kiwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1198 - - - 952 1041 Stage 1 - - - - 989 - Stage 2 - - - - 1000 - Platoon blocked, % - - - Mov Cap�1 Maneuver 1198 - - - 947 1041 Mov Cap-2 Maneuver - - - - 947 - Stage 1 - - - - 984 - Stage 2 - - - - 1000 - � • • ... : f • • �-. 1 1: ■:�►l �� � Ninor LanelMaja' M�rrt EBL EBT WBT WBRSBLn1 Capaaty (veh/h) 1198 - - - 948 HCM Lane V/C Ratio 0.005 - - - 0.346 HCM Coritrd Delay (s) 8 0 - - 10.8 F-K;NI Lane LOS A A - - B HCM 95th °/�ile Q(veh) 0 - - - 1.6 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It amsyn HCM 6th TWSC Long Total PM 11: N. Frontage Road & Site Access Ir�ers�ctia� Ir�t Delay, s/veh 5 Nbvemer�t EBL EBT WBT V�BR SBL SBR Lane Corifigurations �' � � � Traffic Vd, veh/h 5 20 15 260 265 5 Future Vd, vehlh 5 20 15 260 265 5 Confliding Peds, #!hr 0 0 0 0 0 0 Sign Coritrd Free Free Free Free Stop Stop RT Chanridized - None - Norie - Norie Sta'age Length - - - 200 0 - Veh in Median Storage, #- 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehides, % 2 2 2 2 2 2 Mvrnt Flow 6 22 17 289 294 6 Maja'/Ninoi- IVlaja'1 Maja2 Ninor2 Corifliding RowAll 306 0 - 0 51 17 Stage 1 - - - - 17 - Stage 2 - - - - 34 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical I-Id�niy Stg 1 - - - - 5.42 - Qitical Hdwy Stg 2 - - - - 5.42 - Fdlo�nFup �kiwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1255 - - - 958 1062 Stage 1 - - - - 1006 - Stage 2 - - - - 988 - Platoon blocked, % - - - Mov Cap�1 Maneuver 1255 - - - 953 1062 Mov Cap-2 Maneuver - - - - 953 - Stage1 - - - - 1001 - Stage 2 - - - - 988 - � • • ... : f . . �- . . � � ■: �►l �. � Ninor LanelMaja' M�rrt EBL EBT WBT WBRSBLn1 Capaaty (veh/h) 1255 - - - 955 HCM Lane V/C Ratio 0.004 - - - 0.314 HCM Coritrd Delay (s) 7.9 0 - - 10.5 F-K;NI Lane LOS A A - - B HCM 95th °/�ile Q(veh) 0 - - - 1.4 Soenario 1 City of Fort Cdlins Signal Tirring OSJ27/2024 Syrxhro 11 Light Repa't It pmsyn /_1' ' ��L�1/��:J SCALE: 1 "=500' PEDESTRIAN INFLUENCE AREA �� �-DELICH �� rASSOCIATES Bloom, Filing 1 TIS, December 2023 Pedestrian LOS Worksheet Projed �«�tia, aassifir,�ti«,: Description of Destination �°f Serv�ce �mnimum based on projed location dassification) Applicable Destination Area � �� Area 1Mthin 1320' Classification arectne�s continuity �� ��est�& security Ninimum B B C B B 1 ��p� �� Corrmeraal Adual A E B B D of the site Pro�Osed A E B B D Ninimum B 6 C B B 2 Resideritial area north ��ial Actual - - - - - of the site Proposed A D B B B Corrrrieraal uses south IVinimum B B C B B 3 and southeast of the Corrrreraal Actual A E E D D site A-� A E E D D Ninimum B B C B B 4 ����� �� �h Re,sidential Actual A E E D D of the site Proposed A E E D D Ninimum 5 Actual P�-oposed IVinimum 6 Adual Proposed Ninimum 7 Actual R-oposed Ninimum 8 Actual Proposed Ninimum 9 Actual Pro�osed Ninimum 10 Actual Proposed SCALE: 1 "=500' BICYCLE INFLUENCE AREA �� �-DELICH �� rASSOCIATES Bloom, Filing 1 TIS, December 2023