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UNION PARK - FDP240004 - SUBMITTAL DOCUMENTS - ROUND 2 - Supporting Documentation (2)
��L��i`� I����+�'�►��� iraffic � TransporEation �ngineering ���%�� 2272 Gl�n F-laven �rive Loveland, Colorado 8Q538 —i �— Phone: (970) 669-2061 � � r MEMORANDUM TO: Jason Sherrill, Landmark Homes Mike Walker, TB Group Jason Claeys, Highland Development Services _ Steve Gilchrist/Tyler Stamey, Fort Collins Traffic Operations �� Ryan Mounce, Fort Collins Planning ��y���� ,�� ��� � � FROM: Matt Delich � / � : ., DATE: September 1, 2023 ci� / Z�%� r�,� � � z� SUBJECT: Union Park Transportation Impact StudyAddendum __�,,:t:�- �� (File: 2233ME02) This memorandum serves as an addendum to the "Union Park Transportation Impact Study" (TIS), January 2023, addressing potential signalization of the Ziegler/Hidden Pond-Site Access intersection or the Ziegler/Paddington-Grand Teton intersection by/before the long range (2045) future. This memorandum will address three fong range (2045) operational scenarios: 1) full-movement and signalization of the Ziegler/Hidden Pond-Site Access intersection with no connection to the English Ranch neighborhood; 2) a connection to the English Ranch neighborhood with signalization of the Ziegler/Paddington-Grand Teton intersection and full-movement, stop sign control at the Ziegier/Hidden Pond-Site Access intersection; and 3) no connection to the English Ranch neighborhood with full-movement, stop sign control at the Ziegler/Hidden Pond- Site Access and Ziegler/Paddington-Grand Teton intersections. The scope of this study was discussed with Steve Gilchrist, Fort Collins Traffic Operations. Figure 1 shows the long range (2045) total peak hour traffic with no connection to the English Ranch neighborhood. This is the same long range (2045) total peak hour traffic from the cited Union Park TIS. Figure 2 shows the long range (2045) total peak hour traffic with the English Ranch neighborhood connection. The forecasted traffic in Figure 2 assumes that there would likely be a signal installed at the Ziegler/Paddington- Grand Teton intersection that would divert trips from the English Ranch neighborhood, as well as a portion of the Union Park site traffic that would be heading north on Ziegler Road. As a matter of policy, traffic signals are not installed at any focation until such time that signal installation warrants are met according to the Manual on Uniform Traffic Con#rol Devices. The Ziegler/Cauncif Tree-HP Access intersection is currently signalized. The peak hour signal warrant utilizes the major street approach volume (both directions) and the minor street approach volume (greatest on one of the minor streets). The analysis procedure is a function of the number of approach lanes on each street. Ziegler Road has two through lanes in each direction. The Site Access, approaching Ziegler Road, will have a two lane approach. Since Hidden Pond Drive has a one lane approach, the eastbound left-turn and through movement will be combined in a single lane. Therefore, only this left- turn and through movement will be used for the peak hour signal warrant. Paddington Drive and Grand Teton Drive are analyzed as single-lane approaches. At the major street approach volumes (greater than 1,800 vehicles per hour in each peak hour), the signal warrant threshold volume is >_100 vehicles per hour. Using the long range (2045) total peak hour traffic with no connection to the English Ranch neighborhood (Figure 1), the Ziegler/Hidden Pond-Site Access intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. Using the long range (2045) total peak hour traffic with the English Ranch neighborhood connection (Figure 2), the Ziegler/Paddington-Grand Teton intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. Peak hour signal warrants are provided in Appendix A. Table 1 shows the long range (2045) total morning and afternoon peak hour operation at the key intersections with no connection to the English Ranch neighborhood and a signal at Hidden Pond-Site Access. Calculation forms are provided in Appendix B. The intersections were evaluated using techniques provided in the Highwav Capacity Manual, 6th Edition. A description of level of service for signalized and unsignalized intersections from the Hiqhway Capacity Manual, 6th Edition and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix B. 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. The LOS E for the minor street movements/legs at the signalized intersections is primarily attributed to the long cycle length necessary at the Harmony/Ziegler intersection. That being said, the key intersections will meet the Fort Collins LOS criteria with no connection to the English Ranch neighborhood and a signal at Hidden Pond-Site Access. Table 2 shows the long range (2045) total morning and afternoon peak hour operation at the key intersections with the English Ranch neighborhood connection and a signal at Paddington-Grand Teton. Calculation forms are provided in Appendix C. The Ziegler/Council Tree-HP Access intersection is not shown since the operation of this intersection does not change under any of the scenarios. The key intersections will meet the Fort Collins LOS criteria with the English Ranch neighborhood connection and a signal at Paddington-Grand Teton. Table 3 shows the long range (2045) total morning and afternoon peak hour operation at the key intersections with no connection to the English Ranch neighborhood and no signal at Hidden Pond-Site Access or at Paddington-Grand Teton. Calculation forms are provided in Appendix D. The Ziegler/Council Tree-HP Access intersection is not shown since the operation of this intersection does not change under any of the �� LDELICH � � rASSOCIATES scenarios. At the key intersections, the minor street approaches will meet the Fort Collins LOS criteria with no connection to the English Ranch neighborhood and no signal at Hidden Pond-Site Access or at Paddington-Grand Teton. It is concluded that a signal would be warranted at Hidden Pond-Site Access with no connection to the English Ranch neighborhood and a signal would be warranted at Paddington-Grand Teton with the English Ranch neighborhood connection. Based upon these warrants, the City will allow a signal to be installed at one of these intersections, but not both. The determining element is the connection to the English Ranch neighborhood. The operation (LOS) at either intersection will be similar. The key intersections will meet the Fort Collins LOS criteria with a signal at either intersection as analyzed in this addendum. Do not hesitate to contact me if you have questions or desire additional information. �� �—DELICH � � rASSOCIATES / � Grand Teton F AM/PM Rounded to Nearest 5 Vehicles � � � Hidden Pond o � � � � � � � � N V I � � 0 0 �n � � � M V � � � O � � � � � � IV LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH NO CONNECTION TO THE ENGLISH RANCH NEIGHBORHOOD H P Access Figure 1 �� L—DELICH � � rASSOCIATES / � Grand Teton F AM/PM Rounded to Nearest 5 Vehicles � � � Hidden Pond o � � � � � � � � N V I � � 0 0 �n � � � M V � � � O � � � � � � IV LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH THE ENGLISH RANCH NEIGHBORHOOD CONNECTION H P Access Figure 2 �� L—DELICH � � rASSOCIATES TABLE 1 Long Range (2045) Total Peak Hour Operation with No Connection to the English Ranch Neighborhood and a Signal at Hidden Pond-Site Access Intersection Movement Level of Service AM PM EB T E E EB T/RT E D EB APPROACH E E WB LT E E WB T E D WB RT E D WB APPROACH E D Ziegler/Council Tree-HP Access NB LT A D (signal) NB T A A NB RT A A NB APPROACH A A SB LT A B SB T A D SB RT A B SB APPROACH A C OVERALL A C E B LT/T E E EB RT E E EB APPROACH E E WB LT/T/RT E E NB LT A B NB T A A Ziegler/Hidden Pond-Site Access NB T/RT A A (signal) NB APPROACH A A SB LT A A SB T A B SB RT A A SB APPROACH A B OVERALL A B EB LT/T/RT F F WB LT/T/RT F F Ziegler/Paddington-Grand Teton NB LT C C (stop sign) SB LT B C OVERALL A A �� LDELICH � � rASSOCIATES TABLE 2 Long Range (2045) Total Peak Hour Operation with the English Ranch Neighborhood Connection and a Signal at Paddington-Grand Teton Intersection Movement Level of Service AM PM EB T F F EB T/RT C C EB APPROACH E F Ziegler/Hidden Pond-Site Access Wg LT/T/RT F F (stop sign) NB LT C C SB LT B B OVERALL A C EB LT/T/RT E E WB LT/T/RT E E NB LT A B NB T A A NB T/RT A A Ziegler/Paddington-Grand Teton NB APPROACH A A (signal) SB LT A A SB T A B SB RT A B SB APPROACH A B OVERALL A B TABLE 3 Long Range (2045) Total Peak Hour Operation with No Connection to the English Ranch Neighborhood and no Signal at Hidden Pond-Site Access or Paddington-Grand Teton Intersection Movement Level of Service AM PM EB T F F EB T/RT C C EB APPROACH F F Ziegler/Hidden Pond-Site Access Wg LT/T/RT F F (stop sign) NB LT C C SB LT B B OVERALL D F EB LT/T/RT F F WB LT/T/RT F F Ziegler/Paddington-Grand Teton NB LT C C (stop sign) SB LT B C OVERALL A A �� LDELICH � � rASSOCIATES � �.����_11��, � � � _ � Q w I..L M � �Q za �z 0 LL ~ ❑ _Iw � "' 0 � o N � � U H � � `' ! � U � W � � � L.L � � � _ _ a a > > 0 0 0o m � � a ¢ C � J J m m W W MINOR STREET APPROACH - VPH _ a > u� rn � M � a � * s �1G �� � � �� _ �3 . U ooa� Q �a�� O �� � � � � � o ^ o v, � � _ � � � Q d. °���3 _ � � � � �� °Qo -�>� m � o o Q- O � � `� LL � � � Q 2 �� � L �' �' � v� Qw �a�io � a o � .� � � �— � � w � � cB � J � o � � U � � � w = � � � � � ; � � O � � � � � Q- � o � o �o° r � � L � Q o� � Z� � Z QO �� ZU Qw �� Q W �~ � Z � � Ow �U QU W � � W Q � � 0 O z � O � � O w W 0 c� _ Z � �w � J Z w ON � � O _ � Q w I..L M� � Q Za ��/ � O LL ~ ❑ _Iw � "' 0 � o N � � U H � � `' ! � U � W � � V L.L � � � __ a a > > o � � o � � a ¢ C� J J m m W W MINOR STREET APPROACH - VPH _ a > u� N � M � a x a > 0 N O � � Q � � �� _ �3 . U ooa� Q �a�� O �� � � � � � o ^ o v, � � _ � � � Q d. °���3 _ � � � � �� °Qo -�>� m � o o Q- � �^`� � � � � �� O � L � W L J � L � c�n Qw �a�io � a o � .� � � �— � � w � � cB � J � o � � U � � � w = Q � � � � w � � O � � c�� > ��� � �- � o � O `�o°' r � � L � Q o� � Z� � � � � O � � ZU Qw �� Q � � Z � — � � _� Q~ w� � � J � � � � O z � O � � � v N z � 0 wp Z � �� Ur J z w ON I�\_�.����_11� � HCM 6th Signalized Intersection Summary Long Total AM 179: Ziegler & Council Tree/Broadcom s�g►�� ��� � � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '�, �j � � �j �� � �j �� � Traffic Vdume (veh/h) 40 20 85 5 10 5 115 1460 55 115 1395 95 Future Vdume (veh/h) 40 20 85 5 10 5 115 1460 55 115 1395 95 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�Bike Adj(A�b� 0.99 0.95 0.99 0.99 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 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flcr�v Rate, veh/h 42 21 4 5 11 1 121 1537 42 121 14G8 74 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 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 140 109 21 129 134 112 327 2825 1310 377 2823 1258 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.07 1.00 1.00 0.03 0.79 0.79 Sat Flonrv, veh/h 1386 1511 288 1371 1870 1565 1781 3554 1648 1853 3554 1584 Qp Vdume(v), veh/h 42 0 25 5 11 1 121 1537 42 121 1468 74 Qp Sat Ra�(s),veh/hlln 1386 0 1799 1371 1870 1565 1781 1777 1648 1853 1777 1584 Q Serve(�s), s 4.4 0.0 2.0 0.5 0.8 0.1 2.0 0.0 0.0 1.8 21.7 1.5 Gyde Q C�ear(�c), s 5.2 0.0 2.0 2.5 0.8 0.1 2.0 0.0 0.0 1.8 21.7 1.5 Prop In L.ane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 140 0 129 129 134 112 327 2825 1310 377 2823 1258 V/C Ratio(� 0.30 0.00 0.19 0.04 0.08 0.01 0.37 0.54 0.03 0.32 0.52 0.06 Avail Cap(c a), veh/h 327 0 372 313 387 323 409 2825 1310 439 2823 1258 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.27 0.27 0.27 0.75 0.75 0.75 Unifa-m Delay (d), s/veh 67.4 0.0 65.5 66.7 65.0 64.6 4.6 0.0 0.0 2.4 5.4 3.3 Ina- Delay (d2), s�veh 1.2 0.0 0.7 0.1 0.3 0.0 0.2 0.2 0.0 0.4 0.5 0.1 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 1.6 0.0 0.9 0.2 0.4 0.0 0.5 0.1 0.0 0.5 6.8 0.4 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 68.6 0.0 66.2 66.8 65.2 64.7 4.8 0.2 0.0 2.8 5.9 3.4 LnGrp LOS E A E E E E A A A A A A Approad� Vd, veh/h 67 17 1700 1663 Approad� Delay, sJveh 67.7 65.7 0.5 5.6 Approad-i LOS E E A A Timer - Assianed 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 9.1 125.1 5.0 7.0 11.0 91.0 4.0 23.7 0.1 17.1 4 5 6 8 15.8 9.0 125.2 15.8 6.0 5.0 7.0 6.0 30.0 9.0 93.0 30.0 7.2 3.8 2.0 4.5 0.2 0.1 19.1 0.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 4.6 F-K:NI 6th L06 A Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It amsyn Timing Report, Sorted By Phase Long Total AM 179: Ziegler & Council Tree/Broadcom s�g►�� ��� � � 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 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 16 10.7% 11 5 0 4 3 3 0 0 No Yes 46 62 57 57 43 54 54 GMax 98 65.3% � 4.5 2.5 7 3 3 0 0 7 16 Yes Yes 62 10 3 137 59 0 134 I�br�e 36 24.0% 35 3 3 4 3 3 0 0 7 71 Yes Yes 10 46 40 18 7 37 15 f�brie 14 9.3% 11 5 0 4 3 3 0 0 f�lo Yes 46 60 55 55 43 52 52 GMax 100 66.7% � 4.5 2.5 7 3 3 0 0 7 18 Yes Yes 60 10 3 135 57 0 132 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 3(2%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow : _...�. _. .._....,�� I�brie 36 24.0% 35 3 3 4 3 3 0 0 7 22 Yes Yes 10 46 40 18 7 37 15 Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It amsyn Queues Long Total AM 179: Ziegler & Council Tree/Broadcom s�g�� ��� � � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 42 110 5 11 5 121 1537 58 121 1468 100 v/c Ratio 0.33 0.48 0.06 0.06 0.02 0.40 0.60 0.05 0.38 0.57 0.08 Contrd Delay 66.9 23.3 57.4 57.3 0.2 6.8 9.7 2.4 8.8 17.2 6.1 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 66.9 23.3 57.4 57.3 0.2 6.8 9.7 2.4 8.8 17.2 6.1 C�.ie Lerigth 50th (ft) 40 20 5 10 0 6 225 0 20 360 7 C�.�eue Lerigth 95th (ft) 72 73 17 27 0 m34 m531 m3 104 680 m59 Iritemal Link Dist (ft) 846 1057 1077 4040 Tum Bay Lerigth (ft) 150 40 420 340 400 400 Base Capacity(vph) 288 401 183 385 378 344 2577 1247 348 2569 1197 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 0.15 0.27 0.03 0.03 0.01 0.35 0.60 0.05 0.35 0.57 0.08 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It amsyn HCM 6th Signalized Intersection Summary Long Total PM 179: Ziegler & Council Tree/Broadcom s�g►�� ��� � � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � '� �j � � � �� � �j �� � Traffic Vdume (veh/h) 220 35 300 65 50 135 310 1450 15 40 1690 105 Future Vdume (veh/h) 220 35 300 65 50 135 310 1450 15 40 1690 105 Initial Q(C�), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pec�BikeAdj(A�b1j 1.00 0.97 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 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flcr�v Rate, veh/h 224 36 152 66 51 48 316 1480 1 41 1724 58 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 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 295 65 276 177 399 337 338 2338 1084 301 1918 855 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.29 1.00 1.00 0.03 0.54 0.54 Sat Flonrv, veh/h 1292 306 1291 1193 1870 1578 1781 3554 1648 1853 3554 1584 Qp Vdume(v), veh/h 224 0 188 66 51 48 316 1480 1 41 1724 58 Qp Sat Ra�(s),veh/hlln 1292 0 1597 1193 1870 1578 1781 1777 1648 1853 1777 1584 Q Serve(�s), s 25.4 0.0 15.7 7.8 3.3 3.7 19.2 0.0 0.0 1.5 65.0 2.6 Gyde Q C�ear(�c), s 28.8 0.0 15.7 23.6 3.3 3.7 19.2 0.0 0.0 1.5 65.0 2.6 Prop In L.ane 1.00 0.81 1.00 1.00 1.00 1.00 1.00 1.00 Lane Qp Cap(c), vehlh 295 0 341 177 399 337 338 2338 1084 301 1918 855 V/C Ratio(� 0.76 0.00 0.55 0.37 0.13 0.14 0.94 0.63 0.00 0.14 0.90 0.07 Avail Cap(c a), veh/h 304 0 351 185 411 347 338 2338 1084 335 1918 855 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 0.58 0.58 0.58 Unifa-m Delay (d), s/veh 59.3 0.0 52.6 63.1 47.7 47.8 38.1 0.0 0.0 14.3 30.8 16.5 Ina- Delay (d2), s�veh 10.3 0.0 1.7 1.3 0.1 0.2 5.3 0.1 0.0 0.1 4.4 0.1 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 9.3 0.0 6.6 2.5 1.6 1.5 9.9 0.0 0.0 0.6 27.7 1.0 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 69.6 0.0 54.3 64.4 47.8 48.0 43.4 0.1 0.0 14.4 35.3 16.6 LnGrp LOS E A D E D D D A A B D B Approad� Vd, veh/h 412 165 1797 1823 Approad� Delay, sJveh 62.6 54.5 7.7 34.2 Approad-i LOS E D A C Timer - Assianed 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 26.0 87.0 5.0 7.0 21.0 79.0 21.2 67.0 �����:�:3 4 5 6 8 37.0 8.3 104.7 37.0 6.0 5.0 7.0 6.0 32.0 6.0 94.0 32.0 30.8 3.5 2.0 25.6 0.3 0.0 17.3 0.3 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 26.5 F-K:NI 6th L06 C Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It pmsyn Timing Report, Sorted By Phase Long Total PM 179: Ziegler & Council Tree/Broadcom s�g►�� ��� � � 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 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 26 17.3% 11 5 0 4 3 3 0 0 No Yes 37 � 58 58 45 66 66 GMax 86 57.3% � 4.5 2.5 7 3 3 0 0 7 16 Yes Yes 6:i 149 142 126 71 0 134 I�brie 38 25.3% 35 3 3 4 3 3 0 0 7 71 Yes Yes 149 37 31 9 7 39 17 f�brie 11 7.3% 11 5 0 4 3 3 0 0 f�lo Yes 37 48 43 43 45 51 51 GMax 101 67.3% � 4.5 2.5 7 3 3 0 0 7 18 Yes Yes 48 149 142 124 56 0 132 I�brie 38 25.3% 35 3 3 4 3 3 0 0 7 22 Yes Yes 149 37 31 9 7 39 17 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 120 Offset: 142 (95%), Referenoecl to phase 2:SBTL and 6:NBTL, Start of Yella�v : _...�. _. .._....,�� Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It pmsyn Queues Long Total PM 179: Ziegler & Council Tree/Broadcom s�g�� ��� � � � � � � � t r� � 1 � Lane C�-oup EBL EBT V�BL V�BT WBR NBL NBT f�R SBL SBT SBR Lane Q oup Row (vph) 224 342 66 51 138 316 1480 15 41 1724 107 v/c Ratio 0.77 0.70 1.02 0.13 0.32 0.99 0.66 0.01 0.16 0.95 0.12 Contrd Delay 73.6 31.0 174.7 48.1 14.4 67.9 20.2 0.2 14.7 63.1 14.8 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 73.6 31.0 174.7 48.1 14.4 67.9 20.2 0.2 14.7 63.1 14.8 C�.ie Lerigth 50th (ft) 207 136 65 40 20 273 491 0 20 853 34 C�.�eue Lerigth 95th (ft) #Ki30 255 #172 80 81 rr�t300 m537 m0 m23 #1012 m61 Iritemal Link Dist (ft) 846 1057 1077 4040 Tum Bay Lerigth (ft) 150 40 420 340 400 400 Base Capacity(vph) 296 497 66 409 436 318 2231 1087 252 1824 880 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 0.69 1.00 0.12 0.32 0.99 0.66 0.01 0.16 0.95 0.12 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. m Vdume fa- 95th pe�-oentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It pmsyn HCM 6th Signalized Intersection Summary Long Total AM 8: Ziegler & Hidden Pond s�g►�� ��� � � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris �' � � �j �'�, �j �� � Traffic Vdume (veh/h) 130 0 100 5 0 5 65 1425 5 5 1540 75 Future Vdume (veh/h) 130 0 100 5 0 5 65 1425 5 5 1540 75 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 137 0 17 5 0 1 68 1500 5 5 1621 56 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 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 216 0 174 73 4 7 269 2829 9 333 2696 1202 Arrive On Green 0.11 0.00 0.11 0.11 0.00 0.11 0.06 1.00 1.00 0.01 0.76 0.76 Sat Flonrv, veh/h 1530 0 1585 260 37 59 1781 3633 12 1781 3554 1585 Qp Vdume(v), veh/h 137 0 17 6 0 0 68 734 771 5 1621 56 Qp Sat Ra�(s),veh/hlln 1530 0 1585 357 0 0 1781 1777 1868 1781 1777 1585 Q Serve(�s), s 0.0 0.0 1.4 0.1 0.0 0.0 1.2 0.0 0.0 0.1 30.4 1.3 Gyde Q C�ear(�c), s 12.8 0.0 1.4 13.0 0.0 0.0 1.2 0.0 0.0 0.1 30.4 1.3 Prop In Lane 1.00 1.00 0.83 0.17 1.00 0.01 1.00 1.00 Lane Qp Cap(c), vehlh 216 0 174 83 0 0 269 1383 1455 333 2696 1202 V/C Ratio(� 0.63 0.00 0.10 0.07 0.00 0.00 0.25 0.53 0.53 0.02 0.60 0.05 Avail Cap(c a), veh/h 363 0 338 231 0 0 295 1383 1455 395 2696 1202 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.78 0.78 0.78 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 65.2 0.0 60.1 61.2 0.0 0.0 7.2 0.0 0.0 4.0 8.0 4.5 Ina- Delay (d2), s�veh 3.1 0.0 0.2 0.4 0.0 0.0 0.4 1.1 1.1 0.0 1.0 0.1 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 5.3 0.0 0.6 0.2 0.0 0.0 0.5 0.4 0.4 0.0 10.4 0.4 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 68.2 0.0 60.3 61.6 0.0 0.0 7.6 1.1 1.1 4.0 9.0 4.6 LnGrp LOS E A E E A A A A A A A A Approad� Vd, veh/h 154 6 1573 1682 Approad� Delay, sJveh 67.4 61.6 1.4 8.9 Approad-i LOS E E A A Timer - Assianed 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 8.8 119.8 5.0 7.0 6.0 95.0 3.2 32.4 0.0 20.3 4 5 6 8 21.5 5.8 122.8 21.5 6.0 5.0 7.0 6.0 31.0 6.0 95.0 31.0 14.8 2.1 2.0 15.0 0.6 0.0 15.8 0.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 8.2 F-K:NI 6th L06 A Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It amsyn Timing Report, Sorted By Phase Long Total AM 8: Ziegler & Hidden Pond s�g►�� ��� � � 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 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 11 7.3% 11 5 0 4 3 3 0 0 No Yes 56 67 62 62 44 50 50 GMax 102 68.0% � 4.5 2.5 7 3 3 0 0 Yes Yes 67 19 12 12 55 0 0 I�br�e 37 24.7% 35 3 3 4 3 3 0 0 Yes Yes 19 56 50 50 7 38 38 f�brie 11 7.3% 11 5 0 4 3 3 0 0 f�lo Yes 56 67 62 62 44 50 50 GMax 102 68.0% � 4.5 2.5 7 3 3 0 0 Yes Yes 67 19 12 12 55 0 0 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 12 (8%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellaru : ...,�� :..�. I�brie 37 24.7% 35 3 3 4 3 3 0 0 Yes Yes 19 56 50 50 7 38 38 Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It amsyn Queues Long Total AM 8: Ziegler & Hidden Pond s�g�� ��� � � � � � T � 1 � Lane C�-oup EBT EBR WBT NBL NBT SBL SBT SBR Lane Q oup Row (vph) 137 105 10 68 1505 5 1621 79 v/c Ratio 0.70 0.34 0.04 0.29 0.55 0.02 0.63 0.07 Contrd Delay 79.6 14.2 0.3 7.8 6.4 4.4 13.5 1.9 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.6 14.2 0.3 7.8 6.4 4.4 13.5 1.9 C�.ie Lerigth 50th (ft) 130 6 0 11 150 1 411 0 C�.�eue Lerx�th 95th (ft) 196 59 0 m18 143 5 594 19 Iritemal Link Dist (ft) 298 310 1078 330 Tum Bay Lerx�th (ft) 150 300 100 300 Base Capacity(vph) 298 414 375 235 2733 273 2557 1165 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.46 0.25 0.03 0.29 0.55 0.02 0.63 0.07 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It amsyn HCM 6th Signalized Intersection Summary Long Total PM 8: Ziegler & Hidden Pond s�g►�� ��� � � � � �- � �- � t � '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris �' � � � �'�, �j �� � Traffic Vdume (veh/h) 180 0 95 5 0 5 110 1675 5 5 1780 120 Future Vdume (veh/h) 180 0 95 5 0 5 110 1675 5 5 1780 120 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 184 0 25 5 0 1 112 1709 5 5 1816 86 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 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 263 0 712 73 4 7 216 2720 8 275 2572 1147 Arrive On Green 0.14 0.00 0.14 0.14 0.00 0.14 0.07 1.00 1.00 0.01 0.72 0.72 Sat Flonrv, veh/h 1534 0 1585 210 29 48 1781 3635 11 1781 3554 1585 Qp Vdume(v), veh/h 184 0 25 6 0 0 112 835 879 5 1816 86 Qp Sat Ra�(s),veh/hlln 1534 0 1585 286 0 0 1781 1777 1868 1781 1777 1585 Q Serve(�s), s 0.0 0.0 2.1 0.1 0.0 0.0 2.4 0.0 0.0 0.1 43.3 2.4 Gyde Q C�ear(�c), s 17.3 0.0 2.1 17.4 0.0 0.0 2.4 0.0 0.0 0.1 43.3 2.4 Prop In Lane 1.00 1.00 0.83 0.17 1.00 0.01 1.00 1.00 Lane Qp Cap(c), vehlh 263 0 222 84 0 0 216 1330 1398 275 2572 1147 V/C Ratio(� 0.70 0.00 0.11 0.07 0.00 0.00 0.52 0.63 0.63 0.02 0.71 0.07 Avail Cap(c a), veh/h 357 0 328 178 0 0 294 1330 1398 337 2572 1147 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.71 0.71 0.71 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 62.9 0.0 56.4 57.5 0.0 0.0 16.0 0.0 0.0 5.3 11.7 6.1 Ina- Delay (d2), s�veh 3.7 0.0 0.2 0.4 0.0 0.0 1.4 1.6 1.5 0.0 1.7 0.1 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 7.1 0.0 0.8 0.2 0.0 0.0 1.9 0.6 0.6 0.0 15.8 0.8 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 66.6 0.0 56.6 57.9 0.0 0.0 17.3 1.6 1.5 5.3 13.4 6.2 LnGrp LOS E A E E A A B A A A B A Approach Vd, veh/h 209 6 1826 1907 Approad� Delay, sJveh 65.4 57.9 2.5 13.0 Approad-i LOS E E A B Timer - Assianed 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 9.5 114.5 5.0 7.0 11.0 91.0 4.4 45.3 0.1 22.7 4 5 6 8 26.0 5.8 118.2 26.0 6.0 5.0 7.0 6.0 30.0 6.0 96.0 30.0 19.3 2.1 2.0 19.4 0.7 0.0 21.6 0.0 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 11.0 HCM 6th L06 B Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It pmsyn Timing Report, Sorted By Phase Long Total PM 8: Ziegler & Hidden Pond s�g►�� ��� � � 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 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 16 10.7% 11 5 0 4 3 3 0 0 No Yes 55 71 66 66 43 54 54 GMax 98 65.3% � 4.5 2.5 7 3 3 0 0 Yes Yes 71 19 12 12 59 0 0 I�br�e 36 24.0% 35 3 3 4 3 3 0 0 Yes Yes 19 55 49 49 7 37 37 f�brie 11 7.3% 11 5 0 4 3 3 0 0 f�lo Yes 55 66 61 61 43 49 49 GMax 103 68.7% � 4.5 2.5 7 3 3 0 0 Yes Yes 66 19 12 12 54 0 0 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 100 Offset: 12 (8%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellaru : ...,�� :..�. I�brie 36 24.0% 35 3 3 4 3 3 0 0 Yes Yes 19 55 49 49 7 37 37 Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It pmsyn Queues Long Total PM 8: Ziegler & Hidden Pond s�g�� ��� � � � � � T � 1 � Lane C�-oup EBT EBR WBT NBL NBT SBL SBT SBR Lane Q oup Row (vph) 184 97 10 112 1714 5 1816 122 v/c Ratio 0.79 0.29 0.03 0.56 0.65 0.02 0.78 0.11 Contrd Delay 82.2 14.5 0.2 42.1 6.6 5.6 21.9 3.1 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 82.2 14.5 0.2 42.1 6.6 5.6 21.9 3.1 C�.ie Lerigth 50th (ft) 174 9 0 42 143 1 631 6 C�.�eue Lerx�th 95th (ft) 255 59 0 m101 591 5 820 33 Iritemal Link Dist (ft) 298 310 1078 330 Tum Bay Lerx�th (ft) 150 300 100 300 Base Capacity(vph) 289 395 365 219 2635 208 2341 1082 Starvation Cap Reduuc�n 0 0 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 0 0 Reduoed v/c Ratio 0.64 0.25 0.03 0.51 0.65 0.02 0.78 0.11 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It pmsyn HCM 6th TWSC Long Total AM 5: Ziegler & Paddington/Grand Teton s�g�� ��� � Ir�ers�ctia� Ir�t Delay, s/veh 7.8 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 5 0 55 15 0 15 35 1515 10 5 1550 5 Future Vd, vehlh 5 0 55 15 0 15 35 1515 10 5 1550 5 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 - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 5 0 58 16 0 16 37 1595 11 5 1632 5 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Corifliding RowAll 2517 3325 819 2501 3322 803 1637 0 0 1606 0 0 Stage1 1645 1645 - 1675 1675 - - - - - - - Stage 2 872 1680 - 826 1647 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 14 8 319 � 15 8 326 392 - - 403 - - Stage 1 104 156 - 99 150 - - - - - - - Stage 2 312 150 - 332 155 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 12 7 319 � 11 7 326 392 - - 403 - - Mov Cap-2 Maneuver 12 7 - � 11 7 - - - - - - - Stage 1 94 154 - 90 136 - - - - - - - Stage 2 269 136 - 268 153 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 85.7 $ 648.7 0.3 0 HCM L06 F F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 392 - - 102 21 403 - - HCM Lane V/C Ratio 0.094 - - 0.619 1.504 0.013 - - HCM Coritrd Delay (s) 15.1 - - 85.7$ 648.7 14.1 - - F-K;NI Larie LOS C - - F F B - - HCM 95th °/�ile Q(veh) 0.3 - - 3 4.2 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It amsyn HCM 6th TWSC Long Total PM 5: Ziegler & Paddington/Grand Teton s�g�� ��� � Ir�ers�ctia� Ir�t Delay, s/veh 9.5 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 5 0 55 5 0 15 70 1775 15 15 1845 10 Future Vd, vehlh 5 0 55 5 0 15 70 1775 15 15 1845 10 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 5 0 56 5 0 15 71 1811 15 15 1883 10 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Corifliding RowAll 2966 3886 947 2933 3884 913 1893 0 0 1826 0 0 Stage1 1918 1918 - 1961 1961 - - - - - - - Stage 2 1048 1968 - 972 1923 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 6 3 262 7 3 276 312 - - 331 - - Stage 1 69 114 - 65 108 - - - - - - - Stage 2 244 107 - 271 113 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer - 5 2 262 � 4 2 276 312 - - 331 - - Mov Cap-2 Maneuver - 5 2 - � 4 2 - - - - - - - Stage1 53 109 - 50 83 - - - - - - - Stage 2 178 83 - 203 108 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s$ 333 $ 717.9 0.8 0.1 HCM L06 F F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 312 - - 50 15 331 - - HCM Lane V/C Ratio 0.229 - - 1.224 1.361 0.046 - - HCM Coritrd Delay (s) 19.9 - -$ 33�$ 717.9 16.4 - - F-K;NI Lar�e LOS C - - F F C - - HCM 95th °/�ile Q(veh) 0.9 - - 5.5 3.1 0.1 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It 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 APPENDIX C HCM 6th Signalized Intersection Summary Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � � � �- � �- � t r� '� 1 � Mov�rent EBL EBT EBR V�BL WBT WBR NBL NBT NBR SBL SBT SBR Lane Corifiguratioris � � �j �'�, �j �'� Traffic Vdume (veh/h) 105 0 55 30 0 15 35 1415 10 5 1535 5 Future Vdume (veh/h) 105 0 55 30 0 15 35 1415 10 5 1535 5 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 111 0 1 32 0 1 37 1489 11 5 1616 5 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 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 188 0 1 204 1 5 283 2866 21 341 2822 9 Arrive On Green 0.10 0.00 0.10 0.10 0.00 0.10 0.06 1.00 1.00 0.01 0.78 0.78 Sat Flonrv, veh/h 1469 0 13 1638 8 51 1781 3616 27 1781 3634 11 Qp Vdume(v), veh/h 112 0 0 33 0 0 37 731 769 5 790 831 Qp Sat Ra�(s),veh/hlln 1482 0 0 1697 0 0 1781 1777 1866 1781 1777 1868 Q Serve(�s), s 8.4 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.1 26.8 26.8 Gyde Q C�ear(�c), s 10.9 0.0 0.0 2.6 0.0 0.0 0.6 0.0 0.0 0.1 26.8 26.8 Prop In Lane 0.99 0.01 0.97 0.03 1.00 0.01 1.00 0.01 Lane Qp Cap(c), vehlh 190 0 0 210 0 0 283 1408 1479 341 1380 1451 V/C Ratio(� 0.59 0.00 0.00 0.16 0.00 0.00 0.13 0.52 0.52 0.01 0.57 0.57 Avail Cap(c a), veh/h 356 0 0 377 0 0 317 1408 1479 403 1380 1451 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Flter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 66.0 0.0 0.0 62.5 0.0 0.0 5.5 0.0 0.0 3.4 6.7 6.7 Ina- Delay (d2), s�veh 2.9 0.0 0.0 0.3 0.0 0.0 0.2 1.4 1.3 0.0 1.7 1.6 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 4.4 0.0 0.0 1.2 0.0 0.0 0.2 0.5 0.5 0.0 9.2 9.6 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 68.9 0.0 0.0 62.8 0.0 0.0 5.7 1.4 1.3 3.4 8.5 8.4 LnGrp LOS E A A E A A A A A A A A Approad� Vd, veh/h 112 33 1537 1626 Approad� Delay, sJveh 68.9 62.8 1.4 8.4 Approad-i LOS E E A A Timer - Assianed 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 8.1 122.5 5.0 7.0 6.0 95.0 2.6 28.8 0.0 18.1 4 5 6 8 19.4 5.8 124.9 19.4 6.0 5.0 7.0 6.0 31.0 6.0 95.0 31.0 12.9 2.1 2.0 4.6 0.5 0.0 15.7 0.1 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 7.8 F-K:NI 6th L06 A Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn Timing Report, Sorted By Phase Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � 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 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 11 7.3% 11 5 0 4 3 3 0 0 No Yes 37 48 43 43 37 43 43 GMax 102 68.0% � 4.5 2.5 7 3 3 0 0 Yes Yes 48 0 143 143 48 143 143 I�br�e 37 24.7% 35 3 3 4 3 3 0 0 Yes Yes 0 37 31 31 0 31 31 f�brie 11 7.3% 11 5 0 4 3 3 0 0 f�lo Yes 37 48 43 43 37 43 43 GMax 102 68.0% � 4.5 2.5 7 3 3 0 0 Yes Yes 48 0 143 143 48 143 143 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 90 Offset: 0(0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red �C�'�:!'i1 I�brie 37 24.7% 35 3 3 4 3 3 0 0 Yes Yes 0 37 31 31 0 31 31 Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn Queues Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � � � t � 1 Lane C�-oup EBT V�BT NBL NBT SBL SBT Lane Q oup Row (vph) 169 48 37 1500 5 1621 v/c Ratio 0.74 0.22 0.15 0.54 0.02 0.61 Contrd Delay 57.6 8.4 5.7 10.1 4.0 11.6 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.6 8.4 5.7 10.1 4.0 11.6 C�.ie Lerigth 50th (ft) 100 0 9 361 1 372 C�.�eue Lerigth 95th (ft) 176 24 rri21 345 4 557 Iriterr�al Link Dist (ft) 307 269 330 2371 Tum Bay Lerigth (ft) 200 200 Base Capacity (vph) 353 335 241 2802 286 2642 Starvation Cap Reduuc�n 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 Reduoed v/c Ratio 0.48 0.14 0.15 0.54 0.02 0.61 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn HCM 6th Signalized Intersection Summary Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton �� � � � �- � �- � t r� '� 1 � �- �- �. - ,- - Lane Corifiguratioris Traffic Vdume (veh/h) 110 0 55 20 0 15 70 1670 15 15 1830 10 Future Vdume (veh/h) 110 0 55 20 0 15 70 1670 15 15 1830 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flcr�v Rate, veh/h 112 0 1 20 0 1 71 1704 15 15 1867 10 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 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 189 0 1 204 1 8 233 2827 25 249 2792 15 Arrive On Green 0.10 0.00 0.10 0.10 0.00 0.10 0.03 0.78 0.78 0.02 0.77 0.77 Sat Flonrv, veh/h 1445 0 13 1609 12 81 1781 3610 32 1781 3624 19 Qp Vdume(v), veh/h 113 0 0 21 0 0 71 838 881 15 915 962 Qp Sat Ra�(s),veh/hlln 1458 0 0 1702 0 0 1781 1777 1865 1781 1777 1867 Q Serve(�s), s 9.7 0.0 0.0 0.0 0.0 0.0 1.2 29.0 29.1 0.3 36.5 36.7 Gyde Q C�ear(�c), s 11.3 0.0 0.0 1.6 0.0 0.0 1.2 29.0 29.1 0.3 36.5 36.7 Prop In Lane 0.99 0.01 0.95 0.05 1.00 0.02 1.00 0.01 Lane Qp Cap(c), vehlh 190 0 0 213 0 0 233 1392 1460 249 1369 1438 V/C Ratio(� 0.59 0.00 0.00 0.10 0.00 0.00 0.31 0.60 0.60 0.06 0.67 0.67 Avail Cap(c a), veh/h 335 0 0 359 0 0 283 1392 1460 298 1369 1438 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 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Unifa-m Delay (d), s/veh 66.0 0.0 0.0 61.8 0.0 0.0 9.4 6.7 6.7 6.0 8.2 8.2 Ina- Delay (d2), s�veh 2.9 0.0 0.0 0.2 0.0 0.0 0.7 1.9 1.9 0.1 2.6 2.5 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 4.4 0.0 0.0 0.7 0.0 0.0 0.7 9.8 10.3 0.1 12.8 13.4 Unsig. Nbvement Delay, sJveh LnGrp Delay(d),sJveh 68.9 0.0 0.0 62.0 0.0 0.0 10.1 8.6 8.5 6.1 10.8 10.7 LnGrp LOS E A A E A A B A A A B B Approach Vd, veh/h 113 21 1790 1892 Approad� Delay, sJveh 68.9 62.0 8.6 10.7 Approad-i LOS E E A B 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 8.8 121.5 5.0 7.0 8.0 95.0 3.2 38.7 0.0 24.2 4 5 6 8 19.7 6.9 123.5 19.7 6.0 5.0 7.0 6.0 29.0 6.0 97.0 29.0 13.3 2.3 31.1 3.6 0.4 0.0 20.7 0.1 Iritersec�ion Surrrr�ary HCM 6th Ctri Delay 11.7 HCM 6th L06 B Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn Timing Report, Sorted By Phase Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � 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 4 5 6 8 NBL SBTL EBTL SBL NBTL U�BTL Lead Lag Lead Lag I�br�e 13 8.7% 11 5 0 4 3 3 0 0 No Yes 35 48 43 43 35 43 43 GMax 102 68.0% � 4.5 2.5 7 3 3 0 0 Yes Yes 48 0 143 143 48 143 143 I�br�e 35 23.3% 35 3 3 4 3 3 0 0 Yes Yes 0 35 29 29 0 29 29 f�brie 11 7.3% 11 5 0 4 3 3 0 0 f�lo Yes 35 46 41 41 35 41 41 GMax 104 69.3% � 4.5 2.5 7 3 3 0 0 Yes Yes 46 0 143 143 46 143 143 Iritersec�ion Surrrr�ary Gyde Lerigth 150 Contrd Type Actuatec�Coordinated Natural Gyde 100 Offset: 0(0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red �C�'�:!'i1 I�brie 35 23.3% 35 3 3 4 3 3 0 0 Yes Yes 0 35 29 29 0 29 29 Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn Queues Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-GrandTeton � � � t � 1 Lane C�-oup EBT V�BT NBL NBT SBL SBT Lane Q oup Row (vph) 168 35 71 1719 15 1877 v/c Ratio 0.74 0.16 0.36 0.62 0.07 0.73 Contrd Delay 56.5 3.5 8.9 17.9 4.3 15.9 C�.�eue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.5 3.5 8.9 17.9 4.3 15.9 C�.ie Lerigth 50th (ft) 99 0 15 611 2 506 C�.�eue Lerigth 95th (ft) 173 8 m31 838 9 807 Iriterr�al Link Dist (ft) 307 269 330 2371 Tum Bay Lerigth (ft) 200 200 Base Capacity (vph) 340 334 208 2751 228 2559 Starvation Cap Reduuc�n 0 0 0 0 0 0 Spillbadc Cap Redudn 0 0 0 0 0 0 Sta-age Cap Reductn 0 0 0 0 0 0 Reduoed v/c Ratio 0.49 0.10 0.34 0.62 0.07 0.73 Iritersection Surrmary m Vdume fa- 95th peroentile queue is metered by upstream signal. Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn HCM 6th TWSC Long Total AM 8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 3.1 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� �` Traffic Vd, veh/h 30 0 100 5 0 5 65 1425 5 5 1540 75 Future Vd, vehlh 30 0 100 5 0 5 65 1425 5 5 1540 75 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 Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 32 0 105 5 0 5 68 1500 5 5 1621 79 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Confliding RowAll 2517 3272 811 2460 3349 753 1700 0 0 1505 0 0 Stage1 1631 1631 - 1639 1639 - - - - - - - Stage 2 886 1641 - 821 1710 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver -14 9 322 16 8 352 371 - - 441 - - Stage 1 106 158 - 105 157 - - - - - - - Stage 2 306 156 - 335 144 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer -12 7 322 9 6 352 371 - - 441 - - Mov Cap-2 Maneuver 63 66 - 9 6 - - - - - - - Stage1 87 156 - 86 128 - - - - - - - Stage 2 246 127 - 223 142 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 41.8 $ 359.3 0.7 0 HCM L06 E F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR Capaaty (veh/h) 371 - - 63 371 18 441 - - HCM Lane V/C Ratio 0.184 - - 0.501 0.327 0.585 0.012 - - HCM Coritrd Delay (s) 16.9 - - 109.6 21.� 359.3 13.3 - - F-K;NI Lar�e LOS C - - F C F B - - HCM 95th °/�ile Q(veh) 0.7 - - 2 1.4 1.6 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It am paddirigtonsyn HCM 6th TWSC Long Total PM 8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton Ir�ers�ctia� Ir�t Delay, s/veh 19.2 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� � Traffic Vd, veh/h 75 0 95 5 0 5 110 1675 5 5 1780 120 Future Vd, vehlh 75 0 95 5 0 5 110 1675 5 5 1780 120 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 77 0 97 5 0 5 112 1709 5 5 1816 122 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Corifliding RowAll 2905 3764 908 2854 3884 857 1938 0 0 1714 0 0 Stage1 1826 1826 - 1936 1936 - - - - - - - Stage 2 1079 1938 - 918 1948 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver - 7 4 278 8 3 301 299 - - 366 - - Stage 1 80 126 - 68 111 - - - - - - - Stage 2 233 111 - 292 110 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer - 5 2 278 � 4 2 301 299 - - 366 - - Mov Cap-2 Maneuver - 35 39 - � 4 2 - - - - - - - Stage 1 � 50 124 - 43 69 - - - - - - - Stage 2 143 69 - 188 108 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s$ 362.4 $1029 1.5 0 HCM L06 F F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR Capaaty (veh/h) 299 - - 35 278 8 366 - - HCM Lane V/C Ratio 0.375 - - 2.187 0.349 1.276 0.014 - - HCM Coritrd Delay (s) 24.1 - -$ 790.2 24.7 $1029 15 - - F-K;NI Lar�e LOS C - - F C F B - - HCM 95th °/�ile Q(veh) 1.7 - - 8.5 1.5 2.1 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa-t It pm paddirigtonsyn /_1' ' ��L�1/���� HCM 6th TWSC Long Total AM 8: Ziegler & Hidden Pond �s�9►� Ir�ers�ctia� Ir�t Delay, s/veh 28.4 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� �` Traffic Vd, veh/h 130 0 100 5 0 5 65 1425 5 5 1540 75 Future Vd, vehlh 130 0 100 5 0 5 65 1425 5 5 1540 75 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 137 0 105 5 0 5 68 1500 5 5 1621 79 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Confliding RowAll 2517 3272 811 2460 3349 753 1700 0 0 1505 0 0 Stage1 1631 1631 - 1639 1639 - - - - - - - Stage 2 886 1641 - 821 1710 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver -14 9 322 16 8 352 371 - - 441 - - Stage 1 --106 158 - 105 157 - - - - - - - Stage 2 306 156 - 335 144 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer -12 7 322 9 6 352 371 - - 441 - - Mov Cap-2 Maneuver - 63 66 - 9 6 - - - - - - - Stage 1 � 87 156 - 86 128 - - - - - - - Stage 2 246 127 - 223 142 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s$ 393.7 $ 359.3 0.7 0 HCM L06 F F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR Capaaty (veh/h) 371 - - 63 371 18 441 - - HCM Lane V/C Ratio 0.184 - - 2.172 0.327 0.585 0.012 - - HCM Coritrd Delay (s) 16.9 - -$ 680 21.� 359.3 13.3 - - F-K;NI Lar�e LOS C - - F C F B - - HCM 95th °/�ile Q(veh) 0.7 - - 13.1 1.4 1.6 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It am no signalsyn HCM 6th TWSC Long Total PM 8: Ziegler & Hidden Pond �s�g�� Ir�ers�ctia� Ir�t Delay, s/veh 100.6 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations �' � �, � �'� � �� � Traffic Vd, veh/h 180 0 95 5 0 5 110 1675 5 5 1780 120 Future Vd, vehlh 180 0 95 5 0 5 110 1675 5 5 1780 120 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 Sta'age Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, #- 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 184 0 97 5 0 5 112 1709 5 5 1816 122 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'2 Corifliding RowAll 2905 3764 908 2854 3884 857 1938 0 0 1714 0 0 Stage1 1826 1826 - 1936 1936 - - - - - - - Stage 2 1079 1938 - 918 1948 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver - 7 4 278 8 3 301 299 - - 366 - - Stage 1 - 80 126 - 68 111 - - - - - - - Stage 2 233 111 - 292 110 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer - 5 2 278 � 4 2 301 299 - - 366 - - Mov Cap-2 Maneuver - 35 39 - � 4 2 - - - - - - - Stage 1 � 50 124 - 43 69 - - - - - - - Stage 2 -143 69 - 188 108 - - - - - - - P�pproach EB V�B NB SB HCM Coritrd Delay, � 1408.6 $1029 1.5 0 HCM L06 F F Ninor LanelMaja' M�rrt NBL NBT NBR EBLn1 EBLnZWBLn1 SBL SBT SBR Capaaty (veh/h) 299 - - 35 278 8 366 - - HCM Lane V/C Ratio 0.375 - - 5.248 0.349 1.276 0.014 - - HCM Coritrd Delay (s) 24.1 - -$ 2139 24.7 $1029 15 - - F-K;NI Lar�e LOS C - - F C F B - - HCM 95th °/�ile Q(veh) 1.7 - - 21.8 1.5 2.1 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It pm no signalsyn HCM 6th TWSC Long Total AM 5: Ziegler & Paddington/Grand Teton �s�9►� Ir�ers�ctia� Ir�t Delay, s/veh 7.8 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 5 0 55 15 0 15 35 1515 10 5 1550 5 Future Vd, vehlh 5 0 55 15 0 15 35 1515 10 5 1550 5 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 - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 5 0 58 16 0 16 37 1595 11 5 1632 5 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Corifliding RowAll 2517 3325 819 2501 3322 803 1637 0 0 1606 0 0 Stage1 1645 1645 - 1675 1675 - - - - - - - Stage 2 872 1680 - 826 1647 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 14 8 319 � 15 8 326 392 - - 403 - - Stage 1 104 156 - 99 150 - - - - - - - Stage 2 312 150 - 332 155 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer 12 7 319 � 11 7 326 392 - - 403 - - Mov Cap-2 Maneuver 12 7 - � 11 7 - - - - - - - Stage 1 94 154 - 90 136 - - - - - - - Stage 2 269 136 - 268 153 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s 85.7 $ 648.7 0.3 0 HCM L06 F F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 392 - - 102 21 403 - - HCM Lane V/C Ratio 0.094 - - 0.619 1.504 0.013 - - HCM Coritrd Delay (s) 15.1 - - 85.7$ 648.7 14.1 - - F-K;NI Larie LOS C - - F F B - - HCM 95th °/�ile Q(veh) 0.3 - - 3 4.2 0 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It am no signalsyn HCM 6th TWSC Long Total PM 5: Ziegler & Paddington/Grand Teton �s�g�� Ir�ers�ctia� Ir�t Delay, s/veh 9.5 Nbverrer�t EBL EBT EBR WBL WBT V1�BR NBL NBT NBR SBL SBT SBR Lane Corifigurations � �, � �'� � �'� Traffic Vd, veh/h 5 0 55 5 0 15 70 1775 15 15 1845 10 Future Vd, vehlh 5 0 55 5 0 15 70 1775 15 15 1845 10 Confliding Peds, #!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Coritrd Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Chanridized - - Norie - - Norie - - Norie - - Norie Storage Length - - - - - - 200 - - 200 - - Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak HourFactor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehides, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrrit Flow 5 0 56 5 0 15 71 1811 15 15 1883 10 Maja'/Ninoi- Ninor2 Ninor1 Maja'1 N}aja'Z Corifliding RowAll 2966 3886 947 2933 3884 913 1893 0 0 1826 0 0 Stage1 1918 1918 - 1961 1961 - - - - - - - Stage 2 1048 1968 - 972 1923 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical I-Id�niy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - U-itical I-Id�n�y Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Fdlo�nFup �kiwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 6 3 262 7 3 276 312 - - 331 - - Stage 1 69 114 - 65 108 - - - - - - - Stage 2 244 107 - 271 113 - - - - - - - Platoon blocked, % - - - - Mov Cap�1 Manewer - 5 2 262 � 4 2 276 312 - - 331 - - Mov Cap-2 Maneuver - 5 2 - � 4 2 - - - - - - - Stage1 53 109 - 50 83 - - - - - - - Stage 2 178 83 - 203 108 - - - - - - - P�pproach EB V�B NB SB HCM Contrd Delay, s$ 333 $ 717.9 0.8 0.1 HCM L06 F F Ninor LanelMajor M�rrt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capaaty (veh/h) 312 - - 50 15 331 - - HCM Lane V/C Ratio 0.229 - - 1.224 1.361 0.046 - - HCM Coritrd Delay (s) 19.9 - -$ 33�$ 717.9 16.4 - - F-K;NI Lar�e LOS C - - F F C - - HCM 95th °/�ile Q(veh) 0.9 - - 5.5 3.1 0.1 - - Note.s -: Vdume exoeeds capacc:ity $: Delay exceeds 300s +: Corrputation Not Defined *: AII major vdume in platoon Soenario 1 City of Fort Cdlins Signal Tirring OS✓30/2023 Syrxhro 11 Light Repa't It pm no signalsyn