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Home My WebLink AboutCITY OF FORT COLLINS UTILITIES CUSTOMER SERVICES BUILDING - PDP - PDP140005 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYt U Bicycle LOS Worksheet Level of Service — Connectivity Minimum Actual --- Proposed Base Connectivity: �, B Specific connections to priority sites: Description of Applicable Destination Area Within 1320' j( Destination { Area Classification Commercial uses in downtown Commercial 2 3 4 Cherry Maple 1 Laporte aD c a> 0 7 U @ a) U @ a) N N v1 (j O � 3 U 0 Mountain 2 0 0 m m k Olive SCALE: 1 "=500' BICYCLE INFLUENCE AREA -./i L-DELICH Fort Collins Utilities Block 32 TIS, July 2014 -7 1 r-ASSOCIATES d Pedestrian LOS Worksheet Project Location Classification: Activity Center Description of Destination Level of Service (minimum based on project tocation classification) Applicable Destination Area Visual seec Area Within 1320' Classification : Directress Continuity Crossings Interest& Security A,nenties 1 Civic Center Institutional Minimum B B C B Actual A B A A A Proposed A B A A A 2 Commercial uses in downtown Commercial Minimum B B C B B Actual A A B A A Proposed A A B A A 3 Neighborhood to the NW of the site Residential Minimum B B C B B Actual A B B B A Proposed A B B B A 4 Neighborhood to the SW of the site Residential Minimum B B C B B Actual A B B B A Proposed A B B B A 5 Minimum Actual Proposed 6 Minimum Actual Proposed 7 Minimum Actual Proposed 8 Minimum Actual Proposed 9 Minimum Actual Proposed 10 Minimum Actual Proposed I u 1 , Cherry 3 Maple Laporte 2 �m o U L v D N U U U) 3 0 2 4 Mountain 0 0 m k Olive SCALE: 1 "=500' PEDESTRIAN INFLUENCE AREA —•/I L-DELICH Fort Collins Utilities Block 32 TIS, July 2014 f (-ASSOCIATES APPENDIX G R 0 e DURATION OF STAY REPORT Page 2 of 3 From: 08/07/2013 00:00 To: 08/0712013 23:59 Printed on 08/08/2013 16:05 CONTRACT ACTIVITY Time Categories % of Total From To Transactions Transactions 0 hr - 0 hr .30 mn 44 5.18`k 0 hr 30 mn - I hr 11 129% 1 hr - I hr 30 mn 18 2.12 % 1 hr 30 mn . 2 hr 31 3.88%a 2 hr - 2 hr 30 mn 27 3.18% 2 hr 30 mn - 3 hr 37 4.35% 3 hr - 4 hr 51 6.00% 4 hr - 5 hr 88 10.35% 5 hr - 6 hr 63 7AM 6 hr - 7 hr 56 6.59% 7 hr - 8 hr 57 6.71 %r, 8 hr - 9 hr 110 12.94% 9 hr - 10 hr 162 19.06% 10 hr - I I hr 40 4.71 `>'h 11 hr - 12 hr 13 1.53% 12 hr - 13 hr 6 0.11 `,"c 13 hr - 14 hr 3 0.35% 14 hr - 15 hr 4 0.47% 15 hr - 16 hr 3 0.35% 16 hr - 24 hr 14 1.65% 24 hr - 36 hr 3 0.35% 36 hr - 48 hr 2 0.24%i, 48 hr - 60 hr 0 0.00% 60 hr - 72 hr I 0.12% 72 hr - 99999 hr 4 0.47% Totals 850 t00-00% t V I DURATION OF STAY REPORT Page 1 of 3 Fee Computers, Auto Fay Stations From: 08/07/2013 00:00 To: 08/0712013 23:59 Printed on 08108/201316:05 TRANSIENT ACTIVITY Time Categories % of Total Total Net % of Total Average Net From To Transactions Transactions Amount Amount Ticket Value 0 hr - 0 hr 30 mn 96 10.71 % $0.00 0.00% $0.00 0 hr 30 mn - I hr 116 - 1 12.9.5% $0.00 0.00"% $0.00 I hr - I hr 30 mn 172 19-20% $160.00 10.60%n $0.93 1 hr 30 ma - 2 hr 138 15.40% $132.00 8.74% $0.96 2 hr - 2 hr 30 mn 117 . 13.06% $214,00 14.17% $1.83 2 hr 30 mn - 3 hr 86 9.60%- $159.05 10.53% $1.85 3 hr - 4 hr 69 7.70% $196.00 12.98% $2.84 4hr - S hr 27 3.01% $108.00 7.15% $4.00 5 hr - 6 hr 21 234% $104.00 6.89% $4.95 6 hr - 7 hr 11 1.23% $65.00 4.30% $5.91 7 hr - 8 hr 15 1.67% $104.00 6.89% $6.93 8 hr - 9 hr 12 1.34% $96.00 6.36% $8.00 9 fir - 10 hr 4 0.45% $36.00 2.38% $9.00 10 hr - I I hr 6 0.6795 $60.00 3.97% $10.00 11 hr - 12 hr 2 012% $22.00 1.46% $11.00 12 hr - 13 hr 1 0.11% $12.00 0.79% $12.00 13 hr - 14 hr 2 0.22% $20-00 1.72% $13.00 14 hr - 15 hr 0 0.00% $0.00 0.00% $0.00 15 hr - 16 hr 0 0.00% $0.00 0.00% $0.00 €6hr - 24hr 1 0.11% $16.00 1.06% $16.00 24 hr - 36 hr 0 0.00% $0.00 0A0% $0.00 36 hr - 48 hr 0 0.00% $0.00 0.00% $0.00 48 hr - 60 hr 0 0.00% $0.00 0.00% $0.00 60 hr - 72 hr 0 0.00% $0.00 0.00% $0.00 7= hr - 99.999 hr 0 0.00% 50.00 0.00% $0.00 Totals 8% 100.00% $1,510.05 100.00% $1.69 Note: I transaction for a total of $4.00 had a missing entry time and was not included. < The total amount includes as average amount of $0.05. COUNT ACTIVITY - DIFFERENTIALS OCCUPIED SPACES (CIVIC CENTER GAR4,GI4,e 1 of] 08/07/2013 00:00 - 08/07/2013 23:59 Printed on 08/08/2013 16:00 Date and Time Contract Facility Transient 08/07/2013 00:00:00 32 61 13 08/07r013 01:00:01 26 54 12 08/07/2013 02:00:01 25 51 10 08/07/2013 03:00.00 15 51 1 fi 08/07/2013 04:00:01 30 35 5 08/07/2013 05:00:00 33 38 5 08/07/2013 06:00:01 40 47 7 08/07/2013 07:000) 67 77 10 08/07/2013 08:000) 234 271 37 08/07/2013 09:00:01 359 441 83 08/07/2013 10:00:01 429 523 96 08/07/2013 11:00:00 461 571 106 08/07/2013 12:00:00 477 614 138 08107rzo 13 13:00:00 461 600 140 08/07/2013 14:00:00 464 587 122 08/07/2013 15:00:00 444 538 94 08/07/2013 16:00:00 410 487 74 08/07/2013 17:00:01 307 385 75 08/07/2013 18:00:01 132 238 10+ 08/07/201.1 19:00:00 78 137 142 08/07/2013 20:00:00 64 206 121 08/07/2013 21:00:01 51 126 54 08/07/2013 22:00:00 37 80 21 08/07/2013 23:00:01 33 62 7 Number of Records: 24 APPENDIX F ` u � Lanes and Geometrics Short Total PM 9: Garage Access & Laporte Avenue --go- -N* C; Ir *N 1* Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations tT+ A M V Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Ufil. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.989 0.870 Fit Protected 0.950 0.998 Satd. Flow (prot) 3500 0 0 1770 1863 1617 0 Fit Permitted 0.950 0.998 Said. Flow (perm) 3500 0 0 1770 1863 1617 0 Link Speed (mph) 30 30 30 Link Distance (ft) 218 343 261 Travel Time (s) 5.0 7.8 5.9 Intersection Summary Area Type: Other Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st pm.syn � U � HCM 2010 TWSC Short Total PM 9: Garage Access & Laporte Avenue Intersection Int Delay, s/veh 3.1 Movement EBT EBR WBU WBL WBT NBL NBR Vol, vehm 347 26 24 32 281 7 171 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 408 31 28 38 331 8 201 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 640 439 0 830 219 Stage 1 - - - - - 424 - Stage 2 - - - 406 - Critical Hdwy 6.94 4.14 - 6.63 6.93 Critical Hdwy Stg 1 - - - 5.83 - Critical Hdwy Stg 2 - - - - - 5.43 - Follow-up Hdwy - - 3.12 2.22 - 3.519 3.319 Pot Cap-1 Maneuver - - 438 1117 - 324 786 Stage 1 - - - - - 629 - Stage 2 - - - - - 672 - Platoon blocked, % - Mov Cap-1 Maneuver - 568 568 - 324 786 Mov Cap-2 Maneuver - - - - 324 - Stage 1 - - 629 Stage 2 - - 672 Approach EB WB NB HCM Control Delay, s 0 2 11.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 744 - - 568 - HCM Lane V/C Ratio 0.281 - - 0.116 - HCM Control Delay (s) 11.7 - - 12.2 - HCM Lane LOS B - - B - HCM 95th %file Q(veh) 1.2 - - 0.4 Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st pm.syn I A Lanes and Geometrics Short Total AM 9: Garage Access & Laporte Avenue --p. 7 xep ~ 4\ Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations Tj► ♦ V Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.962 0.865 Fit Protected 0.950 Satd. Flow (prot) 3405 0 0 1770 1863 1611 0 Fit Permitted 0.950 Satd. Flow (perm) 3405 0 0 1770 1863 1611 0 Link Speed (mph) 30 30 30 Link Distance (ft) 218 343 261 Travel Time (s) 5.0 7.8 5.9 Intersection Summary Area Type: Other Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st am. syn J U , HCM 2010 TWSC Short Total AM 9: Garage Access & Laporte Avenue Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBU WBL WBT NBL NBR Vol, veh/h 292 98 7 157 219 0 13 Conflicting Peds, Whr 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Stop Stop RT Channelized None - None None Storage Length 100 - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 344 115 8 185 258 0 15 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 474 459 0 1028 229 Stage 1 - - - - - 401 Stage 2 - - - - - 627 - Critical Hdwy - - 6.94 4.14 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - - 5.43 - Follow-up Hdwy - - 3.12 2.22 - 3.519 3.319 Pot Cap-1 Maneuver - 564 1098 - 244 774 Stage 1 - - - - 646 - Stage 2 - - - 531 - Platoon blocked, % Mov Cap-1 Maneuver 1054 1054 - 244 774 Mov Cap-2 Maneuver - - - 244 - Stage 1 - 646 Stage 2 - 531 Approach EB WB NB HCM Control Delay, s 0 3.9 9.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 774 - - 1054 - HCM Lane V/C Ratio 0.02 - - 0.183 - HCM Control Delay (s) 9.7 - - 9.2 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.1 - - 0.7 - Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st am.syn Timing Report, Sorted By Phase Short Total PM 6: Mason Street & Laporte Avenue --► * t Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 27 0 27 End Time (s) 27 0 27 0 Yield/Force Off (s) 21 54 21 54 Yield/Force Off 170(s) 10 43 10 43 Local Start Time (s) 0 27 0 27 Local Yield (s) 21 54 21 54 Local Yield 170(s) 10 43 10 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green and Phases: 6: Mason Street & Laporte Avenue Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st pm.syn HCM 2010 Signalized Intersection Summary Short Total PM 6: Mason Street & Laporte Avenue �� 4--4N T t ti 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT# } r 4� *T* Volume (veh/h) 20 303 24 50 221 17 137 176 53 17 71 13 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.85 0.94 1.00 0.97 0.97 1.00 0.97 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 Adj Sat Flow,vehmM 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 24 356 17 59 260 0 161 207 50 20 84 6 Adj No. of Lanes 1 2 0 1 1 1 0 1 0 0 1 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 398 1250 59 433 683 581 328 403 88 168 660 44 Arrive On Green 0.73 0.73 0.70 0.37 0.37 0.00 0.45 0.47 0.45 0.45 0.47 0.45 Sat Flow, veh/h 1054 3409 162 945 1863 1583 524 863 188 208 1415 94 Grp Volume(v), veh/h 24 184 189 59 260 0 418 0 0 110 0 0 Grp Sat Flow(s),veh/hlln 1054 1770 1802 945 1863 1583 1575 0 0 1716 0 0 Q Serve(g_s), s 0.7 2.1 2.2 2.7 6.2 0.0 8.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.8 2.1 2.2 4.8 6.2 0.0 11.4 0.0 0.0 2.1 0.0 0.0 Prop In Lane 1.00 0.09 1.00 1.00 0.39 0.12 0,18 0.05 Lane Grp Cap(c), veh/h 398 649 661 433 683 581 792 0 0 843 0 0 V/C Ratio(X) 0.06 0.28 0.29 0.14 0.38 0.00 0.53 0.00 0.00 0.13 0.00 0.00 Avail Cap(c_a), veh/h 398 649 661 433 683 581 792 0 0 843 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 7.5 5.3 5.4 14.3 14.0 0.0 11.6 0.0 0.0 9.1 0.0 0.0 Incr Delay (d2), s/veh 0.3 1.1 1.1 0.7 1.6 0.0 2.5 0.0 0.0 0.3 0.0 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 %ile BackOfQ(50%),vehlln 0.2 1.1 1.2 0.8 3.5 0.0 5.7 0.0 0.0 1.2 0.0 0.0 LnGrp Delay(d),s/veh 7.8 6.4 6.5 15.0 15.6 0.0 14.1 0.0 0.0 9.5 0.0 0.0 LnGrp LOS A A A B B B A Approach Vol, veh/h 397 319 418 110 Approach Delay, s/veh 6.5 15.5 14.1 9.5 Approach LOS A B B A Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 27.0 33.0 27.0 33.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 21.0 27.0 21.0 27.0 Max Q Clear Time (g_c+11), s 8.8 4.1 8.2 13.4 Green Ext Time (p-c), s 3.4 3.5 3.5 2.9 Intersection Summary HCM 2010 Ctd Delay 11.6 HCM 2010 LOS B Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st pm.syn 1. , Timing Report, Sorted By Phase Short Total AM 6: Mason Street & Laporte Avenue Phase Number —► ~ t 4 6 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 33 27 33 27 Maximum Split (%) 55.0% 45.0% 55.0% 45.0% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 33 0 33 End Time (s) 33 0 33 0 Yield/Force Off (s) 27 54 27 54 Yield/Force Off 170(s) 16 43 16 43 Local Start Time (s) 0 33 0 33 Local Yield (s) 27 54 27 54 Local Yield 170(s) 16 43 16 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green and Phases: 6: Mason Street & Laporte Avenue F Fort Collins Utilities Block 32 6/30/2014 Synchro S Light Report Delich Associates st am.syn HCM 2010 Signalized Intersection Summary Short Total AM 6: Mason Street & Laporte Avenue � 7 � � A, - I y ql Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations I tT T r + 4+ Volume (veh/h) 28 355 25 21 182 16 25 38 26 9 57 17 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.94 0.87 0.95 1.00 0.97 0,96 0.98 0.94 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 Adj Sat Flow,vehrnnn 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 33 418 20 25 214 0 29 45 7 11 67 5 Adj No. of Lanes 1 2 0 1 1 1 0 1 0 0 1 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 555 1593 76 528 869 739 254 371 51 112 572 39 Arrive On Green 0.93 0.93 0.90 0.47 0.47 0.00 0.35 0.37 0.35 0.35 0.37 0.35 Sat Flow, veh/h 1095 3413 163 896 1863 1583 470 1011 140 119 1561 108 Grp Volume(v), veh/h 33 216 222 25 214 0 81 0 0 83 0 0 Grp Sat Flow(s),veh/hAn 1095 1770 1806 896 1863 1583 1621 0 0 1788 0 0 Q Serve(g_s), s 0.4 0.6 0.7 0.9 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.5 0.6 0.7 1.6 4.2 0.0 1.8 0.0 0.0 1.8 0.0 0.0 Prop In Lane 1.00 0.09 1.00 1.00 0.36 0.09 0.13 0.06 Lane Grp Cap(c), veh/h 555 826 843 528 869 739 649 0 0 694 0 0 V/C Ratio(X) 0.06 0.26 0.26 0.05 0.25 0.00 0.12 0.00 0.00 0.12 0.00 0.00 Avail Cap(c_a), veh/h 555 826 843 528 869 739 649 0 0 694 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.96 0.96 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.7 1.1 1.1 9.2 9.6 0.0 12.7 0.0 0.0 12.7 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.7 0.7 0.2 0.7 0.0 0.4 0.0 0.0 0.4 0.0 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 %ile BackOfQ(50%),veh/In 0.1 0.4 0.4 0.3 2.3 0.0 1.0 0.0 0.0 1.0 0.0 0.0 LnGrp Delay(d),slveh 1.9 1.8 1.9 9.3 10.3 0.0 13.1 0.0 0.0 13.0 0.0 0.0 LnGrp LOS A A A A 8 B B Approach Vol, veh/h 471 239 81 83 Approach Delay, s/veh 1.8 10.2 13.1 13.0 Approach LOS A B B. B Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 33.0 27.0 33.0 27.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 27.0 21.0 27.0 21.0 Max Q Clear Time (g_c+l1), s 6.5 3.8 6.2 3.8 Green Ext Time (p-c), s 4.2 0.8 4.2 0.8 Intersection Summary HCM 2010 Ctrl Delay 6.2 HCM 2010 LOS A Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st am.syn Timing Report, Sorted By Phase Short Total PM 3: Laporte Avenue & Howes Street Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 33 27 33 27 Maximum Split (%) 55.0% 45.0% 55.0% 45.0% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 33 0 33 End Time (s) 33 0 33 0 Yield/Force Off (s) 27 54 27 54 Yield/Force Off 170(s) 16 43 16 43 Local Start Time (s) 0 33 0 33 Local Yield (s) 27 54 27 54 Local Yield 170(s) 16 43 16 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green and Phases: 3: LaDorte Avenue & Howes Street s I sm/.% F 05 'R': 1 eE Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st pm.syn HCM 2010 Signalized Intersection Summary Short Total PM 3: Laporte Avenue & Howes Street -♦ `► � z� T to ti 1 d Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations I 4T+ Vi T+ Vi T# I T* Volume (veh/h) 31 241 39 51 321 16 56 117 30 17 106 65 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A-pbT) 0.99 0.95 0.99 0.95 0.99 0.97 0.99 0.96 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 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 36 280 21 59 373 16 65 136 18 20 123 33 Adj No. of Lanes 1 2 0 1 1 0 1 1 0 1 1 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 552 1552 115 562 825 35 490 589 78 495 514 138 Arrive On Green 0.47 0.47 0.45 0.93 0.93 0.90 0.37 0.37 0.35 0.37 0.37 0.35 Sat Flow, veh/h 978 3326 247 1060 1769 76 1211 1606 213 1219 1401 376 Grp Volume(v), veh/h 36 148 153 59 0 389 65 0 154 20 0 156 Grp Sat Flow(s),veh/h/In 978 1770 1804 1060 0 1845 1211 0 1819 1219 0 1777 Q Serve(g_s), s 1.3 2.9 3.0 0.6 0.0 1.5 2.4 0.0 3.5 0.7 0.0 3.7 Cycle Q Clear(g_c), s 2.8 2.9 3.0 3.6 0.0 1.5 6.0 0.0 3.5 4.2 0.0 3.7 Prop In Lane 1.00 0.14 1.00 0.04 1.00 0.12 1.00 0.21 Lane Grp Cap(c), veh/h 552 826 842 562 0 861 490 0 667 495 0 652 V/C Ratio(X) 0.07 0.18 0.18 0.10 0.00 0.45 0.13 0.00 0.23 0.04 0.00 0.24 Avail Cap(c a), veh/h 552 826 842 562 0 861 490 0 667 495 0 652 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.93 0.00 0.93 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.7 9.3 9.4 1.5 0.0 1.1 15.3 0.0 13.2 14.6 0.0 13.3 Incr Delay (d2), s/veh 0.2 0.5 0.5 0.3 0.0 1.6 0.6 0.0 0.8 0.2 0.0 0.9 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 %ile BackOfQ(50%),veh/ln 0.4 1.5 1.6 0.2 0.0 0.8 0.9 0.0 1.9 0.3 0.0 1.9 LnGrp Delay(d),s/veh 9.9 9.8 9.8 1.8 0.0 2.7 15.9 0.0 14.0 14.8 0.0 14.1 LnGrp LOS A A A A A B B B B Approach Vol, veh/h 337 448 219 176 Approach Delay, s/veh 9.8 2.6 14.5 14.2 Approach LOS A A B B Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 33.0 27.0 33.0 27.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 27.0 21.0 27.0 21.0 Max Q Clear Time (g_c+l1), s 5.0 6.2 5.6 8.0 Green Ext Time (p-c), s 4.8 1.8 4.8 1.7 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st pm.syn Timing Report, Sorted By Phase Short Total AM 3: Laporte Avenue & Howes Street --. 1 *7 t Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 31 29 31 29 Maximum Split (%) 51.7% 48.3% 51.7% 48.3% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 31 0 31 End Time (s) 31 0 31 0 Yield/Force Off (s) 25 54 25 54 Yield/Force Off 170(s) 14 43 14 43 Local Start Time (s) 0 31 0 31 Local Yield (s) 25 54 25 54 Local Yield 170(s) 14 43 14 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st am.syn HCM 2010 Signalized Intersection Summary Short Total AM 3: Laporte Avenue & Howes Street Movement EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations I T1+ T T 1* Volume (veh/h) 63 371 68 66 126 21 27 49 36 15 167 37 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A-pbT) 0.98 0.95 0.99 0.95 0.98 0.98 0.98 0.94 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 Adj Sat Flow, vehmnn 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 72 426 49 76 145 13 31 56 12 17 192 28 Adj No. of Lanes 1 2 0 1 1 0 1 1 0 1 1 0 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 621 1379 158 432 726 65 479 592 127 611 630 92 Arrive On Green 0.43 0.43 0.42 0.87 0.87 0,83 0.40 0.40 0.38 0.40 0.40 0.38 Sat Flow, veh/h 1196 3182 363 906 1676 150 1135 1481 317 1304 1575 230 Grp Volume(v), veh/h 72 236 239 76 0 158 31 0 68 17 0 220 Grp Sat Flow(s),veh/h/In 1196 1770 1776 906 0 1827 1135 0 1798 1304 0 1805 Q Serve(g_s), s 2.2 5.2 5.3 1.9 0.0 0.9 1.2 0.0 1.4 0.5 0.0 5.0 Cycle Q Clear(g_c), s 3.1 5.2 5.3 7.2 0.0 0.9 6.2 0.0 1.4 1.9 0.0 5.0 Prop In Lane 1.00 0.20 1.00 0.08 1.00 0.18 1.00 0,13 Lane Grp Cap(c), veh/h 621 767 769 432 0 792 479 0 719 611 0 722 V/C Ratio(X) 0.12 0.31 0.31 0.18 0.00 0.20 0.06 0.00 0.09 0.03 0.00 0.30 Avail Cap(c_a), veh/h 621 767 769 432 0 792 479 0 719 611 0 722 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.00 0.98 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.8 11.1 11.2 3.7 0.0 2.4 14.4 0.0 11.3 11.8 0.0 12.3 Incr Delay (d2), s/veh 0.4 1.0 1.1 0.9 0.0 0.6 0.3 0.0 0.3 0.1 0.0 1.1 Initial 0 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 %ile BackOfQ(50%),veh/In 0.8 2.8 2.8 0.6 0.0 0.5 0.4 0.0 0.8 0.2 0.0 2.7 LnGrp Delay(d),s/veh 11.2 12.2 12.3 4.6 0.0 2.9 14.7 0.0 11.5 11.9 0.0 13.4 LnGrp LOS B B B A A B B B B Approach Vol, veh/h 547 234 99 237 Approach Delay, s/veh 12.1 3.5 12.5 13.3 Approach LOS B A B B Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 31.0 29.0 31.0 29.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 25.0 23.0 25.0 23.0 Max Q Clear Time (g_c+l l ), s 7.3 7.0 9.2 8.2 Green Ext Time (p-c), s 4.3 1.6 4.1 1.6 Intersection Summary HCM 2010 Ctrl Delay 10.6 HCM 2010 LOS B Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates st am. syn APPENDIX E Lanes and Geometrics Short Bkgrd PM 9: Garage Access & Laporte Avenue Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations tT+ t V Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.871 Fit Protected 0.950 0.998 Satd. Flow (prot) 3518 0 0 1770 1863 1619 0 Flt Permitted 0.950 0.998 Satd. Flow (perm) 3518 0 0 1770 1863 1619 0 Link Speed (mph) 30 30 30 Link Distance (ft) 218 343 261 Travel Time (s) 5.0 7.8 5.9 Intersection Summary Area Type: Other Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb pm.syn HCM 2010 TWSC Short Bkgrd PM 9: Garage Access & Laporte Avenue Intersection Int Delay, s/veh 2.6 Movement EBT EBR WBU WBL WBT NBL NBR Vol, veh/h 344 14 24 20 280 7 140 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Stop Stop RT Channelized None - None None Storage Length 100 - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 405 16 28 24 329 8 165 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 586 421 0 789 211 Stage 1 - - - - - 413 - Stage 2 - - - - 376 - Critical Hdwy - - 6.94 4.14 6.63 6.93 Critical Hdwy Stg 1 - - - - - 5.83 - Critical Hdwy Stg 2 - - - - - 5.43 - Follow-up Hdwy - - 3.12 2.22 - 3.519 3.319 Pot Cap-1 Maneuver - - 476 1135 - 343 795 Stage 1 - - - - - 637 - Stage 2 - - - - 693 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 558 558 343 795 Mov Cap-2 Maneuver - - - - 343 - Stage 1 - 637 Stage 2 - 693 Approach EB WB NB HCM Control Delay, s 0 1.6 11.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 748 - 558 - HCM Lane V/C Ratio 0.231 - 0.093 - HCM Control Delay (s) 11.3 - 12.1 - HCM Lane LOS B - B - HCM 95th %tile 0(veh) 0.9 - 0.3 - Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb pm.syn Lanes and Geometrics Short Bkgrd AM 9: Garage Access & Laporte Avenue (; %,r f-- 4% 1* Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations +T+ + V Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Fit 0.970 0.865 At Protected 0.950 Satd. Flow (prot) 3433 0 0 1770 1863 1611 0 At Permitted 0.950 Satd. Flow (perm) 3433 0 0 1770 1863 1611 0 Link Speed (mph) 30 30 30 Link Distance (ft) 218 343 261 Travel Time (s) 5.0 7.8 5.9 Intersection Summary Area Type: Other Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb am.syn HCM 2010 TWSC Short Bkgrd AM 9: Garage Access & Laporte Avenue Intersection Int Delay, s/veh 1.8 Movement EBT EBR WBU WBL WBT NBL NBR Vol, veh/h 292 73 7 131 216 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Stop Stop RT Channelized None - None None Storage Length 100 - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 344 86 8 154 254 0 9 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 439 429 0 948 215 Stage 1 - - - - - 386 - Stage 2 - - - - - 562 - Critical Hdwy - - 6.94 4.14 - 6.63 6.93 Critical Hdwy Stg 1 - - - - - 5.83 - Critical Hdwy Stg 2 - - - - - 5.43 - Follow-up Hdwy - - 3.12 2.22 - 3.519 3.319 Pot Cap-1 Maneuver - - 595 1127 - 274 790 Stage 1 - - - - - 657 - Stage 2 - - - - - 570 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1077 1077 274 790 Mov Cap-2 Maneuver - - - - 274 - Stage 1 - - 657 Stage 2 - - 570 Approach EB WB NB HCM Control Delay, s 0 3.5 9.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 790 - - 1077 - HCM Lane V/C Ratio 0.012 - - 0.151 - HCM Control Delay (s) 9.6 - - 8.9 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - 0.5 - Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb am.syn Timing Report, Sorted By Phase Short Bkgrd PM 6: Mason Street & Laporte Avenue Phase Number 2 4 47 T Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 27 0 27 End Time (s) 27 0 27 0 Yield/Force Off (s) 21 54 21 54 Yield/Force Off 170(s) 10 43 10 43 Local Start Time (s) 0 27 0 27 Local Yield (s) 21 54 21 54 Local Yield 170(s) 10 43 10 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green and Phases: 6: Mason Street & Laporte Avenue C= Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb pm.syn HCM 2010 Signalized Intersection Summary Short Bkgrd PM 6: Mason Street & Laporte Avenue 7 s' t- 4--4\ t t' �► 1 d Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +T+ Vi + Ir 4* 4* Volume (veh/h) 20 290 23 50 220 17 112 173 53 15 71 13 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.85 0.94 1.00 0.97 0.97 0.99 0.97 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 Adj Sat Flow, vehlh/In 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 24 341 16 59 259 0 132 204 49 18 84 6 Adj No. of Lanes 1 2 0 1 1 1 0 1 0 0 1 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 399 1251 58 438 683 581 296 437 95 156 675 45 Arrive On Green 0.73 0.73 0.70 0.37 0.37 0.00 0.45 0.47 0.45 0.45 0.47 0.45 Sat Flow, veh/h 1055 3413 159 957 1863 1583 461 936 204 184 1445 96 Grp Volume(v), veh/h 24 176 181 59 259 0 385 0 0 108 0 0 Grp Sat Flow(s),veh/hAn 1055 1770 1803 957 1863 1583 1601 0 0 1725 0 0 Q Serve(g_s), s 0.7 2.0 2.0 2.6 6.1 0.0 6.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.8 2.0 2.0 4.7 6.1 0.0 9.8 0.0 0.0 2.0 0.0 0.0 Prop In Lane 1.00 0.09 1.00 1.00 0.34 0.13 0.17 0.06 Lane Grp Cap(c), veh/h 399 649 661 438 683 581 801 0 0 846 0 0 V/C Ra6o(X) 0.06 0.27 0.27 0.13 0.38 0.00 0.48 0.00 0.00 0.13 0.00 0.00 Avail Cap(c_a), veh/h 399 649 661 438 683 581 801 0 0 846 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Upstream Filter(I) 0.99 0.99 0.99 1.00 1.00 0,00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 7.5 5.3 5.4 14.2 14.0 0.0 11.2 0.0 0.0 9.1 0.0 0.0 Incr Delay (d2), s/veh 0.3 1.0 1.0 0.6 1.6 0.0 2.1 0.0 0.0 0.3 0.0 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 %ile Back0fQ(50%),veh/In 0.2 1.1 1.1 0.8 3.4 0.0 5.0 0.0 0.0 1.1 0.0 0.0 LnGrp Delay(d),s/veh 7.8 6.3 6.4 14.9 15.6 0.0 13.3 0.0 0.0 9.4 0.0 0.0 LnGrp LOS A A A B B B A Approach Vol, veh/h 381 318 385 108 Approach Delay, s/veh 6.5 15.4 13.3 9.4 Approach LOS A B B A Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 27.0 33.0 27.0 33.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 21.0 27.0 21.0 27.0 Max Q Clear Time (g_c+l1), s 8.8 4.0 8.1 11.8 Green Ext Time (p-c), s 3.3 3.2 3.4 2.8 Intersection Summary HCM 2010 CM Delay 11.3 HCM 2010 LOS B Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb pm.syn r Timing Report, Sorted By Phase Short Bkgrd AM 6: Mason Street & Laporte Avenue -61 l t Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 33 27 33 27 Maximum Split (%) 55.0% 45.0% 55.0% 45.0% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 33 0 33 End Time (s) 33 0 33 0 Yield/Force Off (s) 27 54 27 54 Yield/Force Off 170(s) 16 43 16 43 Local Start Time (s) 0 33 0 33 Local Yield (s) 27 54 27 54 Local Yield 170(s) 16 43 16 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green and Phases: 6: Mason Street & Laporte Avenue 4- Fort Collins Utilities Block 32 6/30/2014 Delich Associates Synchro 8 Light Report sb am.syn HCM 2010 Signalized Intersection Summary Short Bkgrd AM 6: Mason Street & Laporte Avenue Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +T + r 4+ 4)- Volume (vehlh) 28 333 25 21 179 16 22 37 26 6 56 17 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A-pbT) 0.94 0.87 0.94 1.00 0.97 0.96 0.98 0.94 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 Adj Sat Flow, veh/h/1n 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 33 392 18 25 211 0 26 44 7 7 66 5 Adj No. of Lanes 1 2 0 1 1 1 0 1 0 0 1 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 558 1597 73 539 869 739 241 384 54 88 598 43 Arrive On Green 0.93 0.93 0.90 0.47 0.47 0.00 0.35 0.37 0.35 0.35 0.37 0.35 Sat Flow, veh/h 1098 3421 156 917 1863 1583 438 1047 149 63 1630 116 Grp Volume(v), veh/h 33 202 208 25 211 0 77 0 0 78 0 0 Grp Sat Flow(s),veh/h/In 1098 1770 1808 917 1863 1583 1634 0 0 1809 0 0 Q Serve(g_s), s 0.4 0.6 0.6 0.9 4.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.5 0.6 0.6 1.5 4.1 0.0 1.7 0.0 0.0 1.7 0.0 0.0 Prop In Lane 1.00 0.09 1.00 1.00 0.34 0.09 0.09 0.06 Lane Grp Cap(c), veh/h 558 826 844 539 869 739 652 0 0 698 0 0 V/C Ratio(X) 0.06 0.24 0.25 0.05 0.24 0.00 0.12 0.00 0.00 0.11 0.00 0.00 Avail Cap(c_a), veh/h 558 826 844 539 869 739 652 0 0 698 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.96 0.96 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.7 1.1 1.1 9.1 9.6 0.0 12.7 0.0 0.0 12.6 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.7 0.7 0.2 0.7 0.0 0.4 0.0 0.0 0.3 0.0 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 %ile BackOfQ(50%),veh/In 0.1 0.4 0.4 0.3 2.2 0.0 0.9 0.0 0.0 0.9 0.0 0.0 LnGrp Delay(d),s/veh 1.9 1.8 1.8 9.3 10.3 0.0 13.1 0.0 0.0 12.9 0.0 0.0 LnGrp LOS A A A A B B B Approach Vol, veh/h 443 236 77 78 Approach Delay, s/veh 1.8 10.2 13.1 12.9 Approach LOS A B B B Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 33.0 27.0 33.0 27.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 27.0 21.0 27.0 21.0 Max Q Clear Time (g_c+l1), s 6.5 3.7 6.1 3.7 Green Ext Time (p-c), s 4.0 0.7 4.0 0.7 Intersection Summary HCM 2010 Chi Delay 6.2 HCM 2010 LOS A Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb am.syn Timing Report, Sorted By Phase Short Bkgrd PM 3: Laporte Avenue & Howes Street Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 33 27 33 27 Maximum Split (%) 55.0% 45.0% 55.0% 45.0% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 33 0 33 End Time (s) 33 0 33 0 Yield/Force Off (s) 27 54 27 54 Yield/Force Off 170(s) 16 43 16 43 Local Start Time (s) 0 33 0 33 Local Yield (s) 27 54 27 54 Local Yield 170(s) 16 43 16 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green and Phases: 3: Laporte Avenue & Howes Street 4- fi o4 Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb pm.syn HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Laporte Avenue & Howes Street Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT* 11► T T* Volume (vehlh) 30 233 39 46 303 13 56 117 29 12 105 63 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial 0 (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.95 0.99 0.97 0.99 0.96 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 Adj Sat Flow,veh/hAn 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 35 271 19 53 352 12 65 136 17 14 122 31 Adj No. of Lanes 1 2 0 1 1 0 1 1 0 1 1 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 565 1561 109 569 834 28 493 593 74 496 521 132 Arrive On Green 0.47 0.47 0.45 0.93 0.93 0.90 0.37 0.37 0.35 0.37 0.37 0.35 Sat Flow,veh/h 1000 3344 233 1071 1787 61 1215 1618 202 1220 1420 361 Grp Volume(v), veh/h 35 142 148 53 0 364 65 0 153 14 0 153 Grp SatFlow(s),veh/hAn 1000 1770 1807 1071 0 1848 1215 0 1821 1220 0 1780 Q Serve(g_s), s 1.2 2.8 2.9 0.5 0.0 1.3 2.4 0.0 3.5 0.5 0.0 3.6 Cycle Q Clear(g_c), s 2.5 2.8 2.9 3.4 0.0 1.3 5.9 0.0 3.5 4.0 0.0 3.6 Prop In Lane 1.00 0.13 1.00 0.03 1.00 0.11 1.00 0.20 Lane Grp Cap(c), veh/h 565 826 843 569 0 862 493 0 668 496 0 653 V/C Ratio(X) 0.06 0.17 0.18 0.09 0.00 0.42 0.13 0.00 0.23 0.03 0.00 0.23 Avail Cap(c_a), veh/h 565 826 843 569 0 862 493 0 668 496 0 653 HCM Platoon Ratio 1.00 1.00 1.00 2,00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.93 0.00 0.93 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.6 9.3 9.3 1.4 0.0 1.1 15.2 0.0 13.2 14.5 0.0 13.2 Incr Delay (d2), s/veh 0.2 0.5 0.5 0.3 0.0 1.4 0.6 0.0 0.8 0.1 0.0 0.8 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 °/wile BackOfQ(50%),veh/In 0.4 1.4 1.5 0.2 0.0 0.7 0.9 0.0 1.9 0.2 0.0 1.9 LnGrp Delay(d),slveh 9.8 9.7 9.8 1.7 0.0 2.5 15.8 0.0 14.0 14.6 0.0 14.1 LnGrp LOS A A A A A B B B B Approach Vol, veh/h 325 417 218 167 Approach Delay, s/veh 9.8 2.4 14.5 14.1 Approach LOS A A B B Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 33.0 27.0 33.0 27.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 27.0 21.0 27.0 21.0 Max Q Clear Time (g_c+l1), s 4.9 6.0 5.4 7.9 Green Ext Time (p-c), s 4.5 1.8 4.5 1.7 Intersection Summary HCM 2010 Chi Delay 8.6 HCM 2010 LOS A Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb pm.syn Timing Report, Sorted By Phase Short Bkgrd AM 3: Laporte Avenue & Howes Street 1 '~ tt Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 31 29 31 29 Maximum Split (%) 51.7% 48.3% 51.7% 48.3% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 31 0 31 End Time (s) 31 0 31 0 Yield/Force Off (s) 25 54 25 54 Yield/Force Off 170(s) 14 43 14 43 Local Start Time (s) 0 31 0 31 Local Yield (s) 25 54 25 54 Local Yield 170(s) 14 43 14 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green and Phases: 3: Laporte Avenue & Howes Street Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb am. syn HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: Laporte Avenue & Howes Street -i 1 4 t `� T �' ls� j d Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT* 1 13. Vi to I T+ Volume (veh/h) 61 353 68 66 124 17 27 48 34 13 167 37 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.98 0.95 0.99 0.95 0.98 0.98 0.98 0.94 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 Adj Sat Flow, veh/hAn 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 70 406 47 76 143 10 31 55 13 15 192 28 Adj No. of Lanes 1 2 0 1 1 0 1 1 0 1 1 0 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 624 1378 158 443 743 52 479 580 137 611 630 92 Arrive On Green 0.43 0.43 0.42 0.87 0.87 0.83 0.40 0.40 0.38 0.40 0.40 0.38 Sat Flow, veh/h 1202 3179 365 924 1714 120 1135 1450 343 1304 1575 230 Grp Volume(v), veh/h 70 225 228 76 0 153 31 0 68 15 0 220 Grp Sat Flow(s),veh/h/In 1202 1770 1775 924 0 1834 1135 0 1793 1304 0 1805 Q Serve(g_s), s 2.2 4.9 5.0 1.8 0.0 0.8 1.2 0.0 1.4 0.4 0.0 5.0 Cycle Q Clear(g_c), s 3.0 4.9 5.0 6.8 0.0 0.8 6.2 0.0 1.4 1.9 0.0 5.0 Prop In Lane 1.00 0.21 1.00 0.07 1.00 0.19 1.00 0.13 Lane Grp Cap(c), veh/h 624 767 769 443 0 795 479 0 717 611 0 722 V/C Ratio(X) 0.11 0.29 0.30 0.17 0.00 0.19 0.06 0.00 0.09 0.02 0.00 0.30 Avail Cap(c_a),veh/h 624 767 769 443 0 795 479 0 717 611 0 722 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.00 0.98 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.7 11.0 11.1 3.6 0.0 2.4 14.4 0.0 11.3 11.8 0.0 12.3 Incr Delay (d2), s/veh 0.4 1.0 1.0 0.8 0.0 0.5 0.3 0.0 0.3 0.1 0.0 1.1 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 %ile BackOfQ(50%),veh/In 0.8 2.6 2.6 0.5 0.0 0.5 0.4 0.0 0.8 0.2 0.0 2.7 LnGrp Delay(d),s/veh 11.1 12.0 12.1 4.5 0.0 2.9 14.7 0.0 11.6 11.9 0.0 13.4 LnGrp LOS B B B A A B B B B Approach Vol, veh/h 523 229 99 235 Approach Delay, s/veh 11.9 3.4 12.5 13.3 Approach LOS B A B B Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 31.0 29.0 31.0 29.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 25.0 23.0 25.0 23.0 Max Q Clear Time (g_c+l1), s 7.0 7.0 8.8 8.2 Green Ext Time (p-c), s 4.1 1.6 4.0 1.6 Intersection Summary HCM 2010 Ctd Delay 10.5 HCM 2010 LOS B Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates sb am.syn APPENDIX D Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Low density Intersection type Commercial Mixed use mixed use All other corridors districts residential areas Signalized intersections 0 E' D D (overall) Any Leg E E D E Any Movement E E D E Stop sign control NIA F" F" E (arterial/collector or local -- any approach leg) Stop sign control N/A C C C (arterial/arterial. arterial/collector, or collector/local—any a roach le ) mitigating measures required " considered normal in an urban environment UNSIGNALIZED INTERSECTIONS Level -of -Service Average Total Delay sec/veh A <10 B >10and<15 c >15and <25 D >25and <35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level -of -Service Average Total Delay sec/veh A < 10 B >10and <20 c >20and <35 D >35and <55 E >55and <80 F > 80 Lanes and Geometdcs Recent PM 9: Garage Access & Laporte Avenue Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations +T+ A ♦ Y Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.872 Fit Protected 0.950 0.998 Satd. Flow (prot) 3518 0 0 1770 1863 1621 0 Fit Permitted 0.950 0.998 Satd. Flow (perm) 3518 0 0 1770 1863 1621 0 Link Speed (mph) 30 30 30 Link Distance (ft) 218 343 261 Travel Time (s) 5.0 7.8 5.9 Intersection Summary Area Type: Other Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent pm.syn HCM 2010 TWSC Recent PM 9: Garage Access & Laporte Avenue Intersection Int Delay, s/veh 2.6 Movement EBT EBR WBU WBL WBT NBL NBR Vol, veh/h 327 13 23 19 266 7 133 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 385 15 27 22 313 8 156 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 556 400 0 750 200 Stage 1 - - 392 - Stage 2 - - - 358 - Critical Hdwy 6.94 4,14 - 6.63 6.93 Critical Hdwy Stg 1 - - - 5.83 - Critical Hdwy Stg 2 - - - 5.43 - Follow-up Hdwy 3.12 2.22 - 3.519 3.319 Pot Cap-1 Maneuver 498 1155 - 363 808 Stage 1 - - - 653 - Stage 2 - - - 707 - Platoon blocked, % Mov Cap-1 Maneuver 585 585 - 363 808 Mov Cap-2 Maneuver - - - 363 - Stage 1 - 653 Stage 2 - 707 Approach EB WB NB HCM Control Delay, s 0 1.6 11 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 761 - 585 - HCM Lane V/C Ratio 0.216 - - 0.084 - HCM Control Delay (s) 11 - - 11.7 - HCM Lane LOS B - - B - HCM 95th %tile Q(veh) 0.8 - - 0.3 Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent pm.syn Lanes and Geometrics Recent AM 9: Garage Access & Laporte Avenue --* 7 (FI. 4r- ~ 4% /Ap Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations +T* , t Y Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 100 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.970 0.865 Fit Protected 0.950 Satd. Flow (prot) 3433 0 0 1770 1863 1611 0 Fit Permitted 0.950 Satd. Flow (perm) 3433 0 0 1770 1863 1611 0 Link Speed (mph) 30 30 30 Link Distance (ft) 218 343 261 Travel Time (s) 5.0 7.8 5.9 Intersection Summary Area Type: Other Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent am. syn HCM 2010 TWSC Recent AM 9: Garage Access & Laporte Avenue Intersection Int Delay, s/veh 1.8 Movement EBT EBR WBU WBL WBT NBL NBR Vol, veh/h 279 69 7 125 205 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 - Peak Hour Factor 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 328 81 8 147 241 0 9 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 419 409 0 904 205 Stage 1 - - - - - 369 - Stage 2 - - - - - 535 - Critical Hdwy - - 6.94 4.14 - 6.63 6.93 Critical Hdwy Stg 1 - - - - - 5.83 Critical Hdwy Stg 2 - - - - - 5.43 - Follow-up Hdwy - 3.12 2.22 - 3,519 3,319 Pot Cap-1 Maneuver - - 614 1146 - 292 802 Stage 1 - - - - - 670 - Stage 2 - - - - 586 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1095 1095 - 292 802 Mov Cap-2 Maneuver - - - - - 292 - Stage 1 - - - 670 Stage 2 - - - 586 Approach EB WB NB HCM Control Delay, s 0 3.5 9.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EST EBR WBL WBT Capacity (veh/h) 802 - - 1095 - HCM Lane V/C Ratio 0.012 - - 0.142 - HCM Control Delay (s) 9.5 - - 8.8 - HCM Lane LOS A - - A - HCM 95th %tile 0(veh) 0 - - 0.5 Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent am.syn Timing Report, Sorted By Phase Recent PM 6: Mason Street & Laporte Avenue Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 27 0 27 End Time (s) 27 0 27 0 Yield/Force Off (s) 21 54 21 54 Yield/Force Off 170(s) 10 43 10 43 Local Start Time (s) 0 27 0 27 Local Yield (s) 21 54 21 54 Local Yield 170(s) 10 43 10 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green and Phases: 6: Mason Street & Laporte Avenue �e2 Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent pm.syn HCM 2010 Signalized Intersection Summary Recent PM 6: Mason Street & Laporte Avenue Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 0 1 ♦ r *T* *T* Volume (veh/h) 19 276 22 48 209 16 107 165 50 14 68 12 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.94 0.85 0.94 1.00 0.97 0.97 0.99 0.97 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 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 22 325 15 56 246 0 126 194 46 16 80 6 Adj No. of Lanes 1 2 0 1 1 1 0 1 0 0 1 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 408 1253 57 445 683 581 297 437 94 148 682 48 Arrive On Green 0.73 0.73 0.70 0.37 0.37 0.00 0.45 0.47 0.45 0.45 0.47 0.45 Sat Flow, veh/h 1065 3417 157 970 1863 1583 464 937 201 168 1461 102 Grp Volume(v), veh/h 22 167 173 56 246 0 366 0 0 102 0 0 Grp Sat Flow(s),veh/h/In 1065 1770 1804 970 1863 1583 1603 0 0 1731 0 0 Q Serve(g_s), s 0.6 1.9 1.9 2.4 5.8 0.0 5.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.4 1.9 1.9 4.4 5.8 0.0 9.2 0.0 0.0 1.9 0.0 0.0 Prop In Lane 1.00 0.09 1.00 1.00 0.34 0.13 0.16 0.06 Lane Grp Cap(c), veh/h 408 649 661 445 683 581 802 0 0 848 0 0 V/C Ratio(X) 0.05 0.26 0.26 0.13 0.36 0.00 0.46 0.00 0.00 0.12 0.00 0.00 Avail Cap(c_a), veh/h 408 649 661 445 683 581 802 0 0 848 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 7.3 5.3 5.4 14.1 13.9 0.0 11.0 0.0 0.0 9.1 0.0 0.0 Incr Delay (d2), s/veh 0.2 1.0 1.0' 0.6 1.5 0.0 1.9 0.0 0.0 0.3 0.0 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 %ile BackOfQ(50%),veh/In 0.2 1.0 1.0 0.7 3.2 0.0 4.8 0.0 0.0 1.0 0.0 0.0 LnGrp Delay(d),slveh 7.6 6.3 6.3 14.7 15.3 0.0 12.9 0.0 0.0 9.4 0.0 0.0 LnGrp LOS A A A B B B A Approach Vol, veh/h 362 302 366 102 Approach Delay, s/veh 6.4 15.2 12.9 9.4 Approach LOS A B B A Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 27.0 33.0 27.0 33.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 21.0 27.0 21.0 27.0 Max Q Clear Time (g_c+l1), s 8.4 3.9 7.8 11.2 Green Ext Time (p-c), s 3.2 3.0 3.2 2.7 Intersection Summary HCM 2010 Ctrl Delay 11.1 HCM 2010 LOS B Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent pm.syn Timing Report, Sorted By Phase Recent AM 6: Mason Street & Laporte Avenue Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 33 27 33 27 Maximum Split (%) 55.0% 45.0% 55.0% 45.0% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 33 0 33 End Time (s) 33 0 33 0 Yield/Force Off (s) 27 54 27 54 Yield/Force Off 170(s) 16 43 16 43 Local Start Time (s) 0 33 0 33 Local Yield (s) 27 54 27 54 Local Yield 170(s) 16 43 16 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green and Phases: 6: Mason Street & Laporte Avenue 133 s. _. I �27 e I F Oa Fort Collins Utilities Block 32 6/30/2014 Delich Associates Synchro 8 Light Report recent am.syn HCM 2010 Signalized Intersection Summary Recent AM 6: Mason Street & Laporte Avenue -. --* r 4--- t 0* `- 1 -4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +'* Vi + r 41 41- Volume (veh/h) 27 317 24 20 170 15 21 35 25 6 53 16 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A-pbT) 0.94 0.87 0.94 1.00 0.97 0.96 0.98 0.94 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 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 32 373 17 24 200 0 25 41 8 7 62 5 Adj No. of Lanes 1 2 0 1 1 1 0 1 0 0 1 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 565 1597 72 546 869 739 241 373 65 91 592 45 Arrive On Green 0.93 0.93 0.90 0.47 0.47 0.00 0.35 0.37 0.35 0.35 0.37 0.35 Sat Flow, veh/h 1107 3423 155 933 1863 1583 437 1016 176 68 1615 122 Grp Volume(v), veh/h 32 192 198 24 200 0 74 0 0 74 0 0 Grp Sat Flow(s),veh/h/In 1107 1770 1809 933 1863 1583 1630 0 0 1805 0 0 Q Serve(g_s), s 0.4 0.6 0.6 0.9 3.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.2 0.6 0.6 1.4 3.8 0.0 1.6 0.0 0.0 1.6 0.0 0.0 Prop In Lane 1.00 0.09 1.00 1.00 0.34 0.11 0.09 0.07 Lane Grp Cap(c), veh/h 565 826 844 546 869 739 651 0 0 697 0 0 V/C Ratio(X) 0.06 0.23 0.23 0.04 0.23 0.00 0.11 0.00 0.00 0.11 0.00 0.00 Avail Cap(c_a), veh/h 565 826 844 546 869 739 651 0 0 697 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.96 0.96 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.6 1.1 1.1 9.1 9.6 0.0 12.7 0.0 0.0 12.6 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.6 0.6 0.2 0.6 0.0 0.4 0.0 0.0 0.3 0.0 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 %ile BackOfQ(50%),veh/In 0.1 0.4 0.4 0.2 2.1 0.0 0.9 0.0 0.0 0.9 0.0 0.0 LnGrp Delay(d),s/veh 1.8 1.7 1.8 9.2 10.2 0.0 13.1 0.0 0.0 12.9 0.0 0.0 LnGrp LOS A A A A B B B Approach Vol, veh/h 422 224 74 74 Approach Delay, s/veh 1.7 10.1 13.1 12.9 Approach LOS A B B 8 Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 33.0 27.0 33.0 27.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 27.0 21.0 27.0 21.0 Max 0 Clear Time (g_c+l1), s 6.2 3.6 5.8 3.6 Green Ext Time (p-c), s 3.7 0.7 3.8 0.7 Intersection Summary HCM 2010 Ctrl Delay 6.2 HCM 2010 LOS A Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent am.syn Timing Report, Sorted By Phase Recent PM 3: Laporte Avenue & Howes Street Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 33 27 33 27 Maximum Split (%) 55.0% 45.0% 55.0% 45.0% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 33 0 33 End Time (s) 33 0 33 0 Yield/Force Off (s) 27 54 27 54 Yield/Force Off 170(s) 16 43 16 43 Local Start Time (s) 0 33 0 33 Local Yield (s) 27 54 27 54 Local Yield 170(s) 16 43 16 43 Intersection Summary Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Laporte Avenue & Howes Street 3s 5 , Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent pm.syn HCM 2010 Signalized Intersection Summary Recent PM 3: Laporte Avenue & Howes Street Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t'l T T+ I T* Volume (veh/h) 29 222 37 44 288 12 53 111 28 11 100 60 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.95 0.99 0.97 0.99 0.96 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 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 34 258 17 51 335 11 62 129 16 13 116 28 Adj No. of Lanes 1 2 0 1 1 0 1 1 0 1 1 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 574 1568 103 578 835 27 500 594 74 503 527 127 Arrive On Green 0.47 0.47 0.45 0.93 0.93 0.90 0.37 0.37 0.35 0.37 0.37 0.35 Sat Flow, veh/h 1017 3360 220 1085 1790 59 1224 1620 201 1229 1437 347 Grp Volume(v), veh/h 34 135 140 51 0 346 62 0 145 13 0 144 Grp Sat Flow(s),veh/h/In 1017 1770 1810 1085 0 1849 1224 0 1821 1229 0 1784 Q Serve(g_s), s 1.1 2.6 2.7 0.5 0.0 1.2 2.2 0.0 3.3 0.4 0.0 3.4 Cycle Q Clear(g_c), s 2.4 2.6 2.7 3.2 0.0 1.2 5.6 0.0 3.3 3.7 0.0 3.4 Prop In Lane 1.00 0.12 1.00 0.03 1.00 0.11 1.00 0.19 Lane Grp Cap(c),veh/h 574 826 845 578 0 863 500 0 668 503 0 654 V/C Rabo(X) 0.06 0.16 0.17 0.09 0.00 0,40 0.12 0.00 0.22 0.03 0.00 0.22 Avail Cap(c_a), veh/h 574 826 845 578 0 863 500 0 668 503 0 654 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter([) 1.00 1.00 1.00 0.94 0.00 0.94 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.5 9.2 9.3 1.4 0.0 1.1 15.0 0.0 13.1 14.4 0.0 13.2 Incr Delay (d2), s/veh 0.2 0.4 0.4 0.3 0.0 1.3 0.5 0.0 0.7 0.1 0.0 0.8 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 %ile BackOfQ(50%),veh/In 0.4 1.4 1.4 0.2 0.0 0.7 0.8 0.0 1.8 0.2 0.0 1.8 LnGrp Delay(d),s/veh 9.7 9.7 9.7 1.7 0.0 2.4 15.5 0.0 13.9 14.5 0.0 13.9 LnGrp LOS A A A A A B B B B Approach Vol, veh/h 309 397 207 157 Approach Delay, s/veh 9.7 2.3 14.4 14.0 Approach LOS A A B B Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 33.0 27.0 33.0 27.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 27.0 21.0 27.0 21.0 Max Q Clear Time (g_c+ll), s 4.7 5.7 5.2 7.6 Green Ext Time (p-c), s 4.2 1.7 4.2 1.6 Intersection Summary HCM 2010 Ctrl Delay 8.5 HCM 2010 LOS A Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent pm.syn Timing Report, Sorted By Phase Recent AM 3: Laporte Avenue & Howes Street Phase Number 2 4 6 8 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead -Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 31 29 31 29 Maximum Split (%) 51.7% 48.3% 51.7% 48.3% Minimum Split (s) 22 22 22 22 Yellow Time (s) 4 4 4 4 All -Red Time (s) 2 2 2 2 Minimum Initial (s) 4 4 4 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 5 5 5 5 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 31 0 31 End Time (s) 31 0 31 0 Yield/Force Off (s) 25 54 25 54 Yield/Force Off 170(s) 14 43 14 43 Local Start Time (s) 0 31 0 31 Local Yield (s) 25 54 25 54 Local Yield 170(s) 14 43 14 43 Intersection Summa Cycle Length 60 Control Type Actuated -Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Laporte Avenue & Howes Street 2 "R� 1 49 ♦ ao :R', I a8 £s � Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent am. syn HCM 2010 Signalized Intersection Summary Recent AM 3: Laporte Avenue & Howes Street -10. Z fe ~ k I t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations TT T+ Vi 'j+► I 1+ Volume (veh/h) 58 336 65 63 118 16 26 46 32 12 159 35 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.98 0.95 0.99 0.95 0.98 0.98 0.98 0.94 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 Adj Sat Flow, veh/hlln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 67 386 44 72 136 9 30 53 12 14 183 25 Adj No. of Lanes 1 2 0 1 1 0 1 1 0 1 1 0 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 629 1380 156 454 746 49 489 586 133 613 636 87 Arrive On Green 0.43 0.43 0.42 0.87 0.87 0.83 0.40 0.40 0.38 0.40 0.40 0.38 Sat Flow,veh/h 1210 3186 360 943 1721 114 1146 1464 331 1307 1591 217 Grp Volume(v), veh/h 67 213 217 72 0 145 30 0 65 14 0 208 Grp Sat Flow(s),veh/h/In 1210 1770 1776 943 0 1835 1146 0 1796 1307 0 1808 Q Serve(g_s), s 2.0 4.7 4.8 1.6 0.0 0.8 1.1 0.0 1.4 0.4 0.0 4.7 Cycle Q Clear(g_c), s 2.8 4.7 4.8 6.3 0.0 0.8 5.8 0.0 1.4 1.8 0.0 4.7 Prop In Lane 1.00 0.20 1.00 0.06 1.00 0.18 1.00 0.12 Lane Grp Cap(c), veh/h 629 767 770 454 0 795 489 0 718 613 0 723 V/C Ratio(X) 0.11 0.28 0.28 0.16 0.00 0.18 0.06 0.00 0.09 0.02 0.00 0.29 Avail Cap(c_a), veh/h 629 767 770 454 0 795 489 0 718 613 0 723 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.00 0.98 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.7 11.0 11.0 3.5 0.0 2.4 14.2 0.0 11.3 11.8 0.0 12.2 Incr Delay (d2), s/veh 0.3 0.9 0.9 0.7 0.0 0.5 0.2 0.0 0.2 0.1 0.0 1.0 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 °/wile BackOfQ(50%),veh/In 0.7 2.4 2.5 0.5 0.0 0.4 0.4 0.0 0.7 0.2 0.0 2.5 LnGrp Delay(d),s/veh 11.0 11.9 12.0 4.2 0.0 2.8 14.4 0.0 11.5 11.8 0.0 13.2 LnGrp LOS B B B A A B B B B Approach Vol, veh/h 497 217 95 222 Approach Delay, s/veh 11.8 3.3 12.4 13.2 Approach LOS B A B B Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 31.0 29.0 31.0 29.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 25.0 23.0 25.0 23.0 Max Q Clear Time (g_c+l1), s 6.8 6.7 8.3 7.8 Green Ext Time (p-c), s 3.9 1.5 3.8 1.5 Intersection Summary HCM 2010 CM Delay 10.4 HCM 2010 LOS B Fort Collins Utilities Block 32 6/30/2014 Synchro 8 Light Report Delich Associates recent am.syn APPENDIX C R = right turn S = straight L = left turn DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE L.OVELAND,CO80538 Phone: 970 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/12/2014 Observer: Sue Day: Thursday Jurisdiction: Fort Collins Intersection: Laporte/Garage Access Time Begins Northbound: Southbound: Total north/south Eastbound: Westbound: Total east1west Total All L s R Total L S R Total L S R Total UT L S R Total 7:30 0 2 2 0 2 50 10 60 2 24 43 69 129 131 7:45 0 2 2 0 2 100 28 128 3 50 68 121 249 251 8:00 0 3 3 0 3 69 18 87 1 25 47 73 160 163 8:15 0 1 1 0 1 60 13 73 1 26 47 74 147 148 7:30-8:30 8 8 0 0 0 0 8 0 279 69 348 7 125 205 0 337 685 693 PHF +anol 0.67 1 0.67 1 nla I n/a I nla I nla nla 0.7 1 0.62 1 0.68 1 0.58 1 0.63 1 0.75 1 nla 1 0.7 0.69 4:30 0 35 35 0 35 86 1 87 10 4 69 83 170 205 4:45 2 19 21 0 21 74 2 76 4 3 61 68 144 165 5:00 3 56 59 0 59 96 4 100 4 2 72 78 178 237 5:15 2 23 25 0 25 71 6 77 5 10 64 79 156 181 4:30-5:30 7 0 1 133 1 140 0 0 0 0 140 0 1 327 1 13 1 340 1 23 1 19 1 266 1 0 1 308 648 788 PHF 1 0.58 1 n/a 1 0.59 1 0.59 nla nla nla nla nla 0.85 0.54 1 0.85 1 0.58 1 0.48 1 0.92 1 nla 1 0.93 0.83 R = right turn S = straight I = IPff turn DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: 970 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/12/2014 Observer: Sue Day: Thursday Jurisdiction: Fort Collins Intersection: Laporte/Mason Time Begins Northbound: Mason Southbound: Mason Total north/south Eastbound: Laporte Westbound: Laporte Total east/west Total All L S R Total L S R Total L S R Total L S R Total 7:30 3 5 2 10 0 10 4 14 24 7 58 5 70 5 35 3 43 113 137 7:45 2 6 5 13 2 15 3 20 33 10 121 13 144 8 57 3 68 212 245 8:00 5 6 11 22 1 16 5 22 44 4 75 4 83 4 38 5 47 130 174 8:15 F11 18 1 7 36 3 12 4 19 55 6 63 2 71 3 40 4 47 118 173 7:30-8:30 21 35 25 81 6 53 16 75 156 27 317 24 368 20 170 15 205 573 729 PHF 0.48 0.49 0.57 0.56 0.5 0.83 0.8 0.85 0.68 0.65 0.46 0.64 0.63 0.75 0.75 0.75 0.74 4:30 23 43 11g54 14 3 19 96 5 74 7 86 8 53 8 69 155 251 4:45 19 35 11 16 2 22 87 6 61 5 72 16 45 2 63 135 222 5:00 44 46 14 21 4 28 132 6 83 5 94 12 58 5 75 169 301 5:15 21 41 14 17 3 25 101 2 58 5 65 12 53 1 66 131 232 4:30-5:30 107 165 50 322 14 68 12 94 416 19 276 22 317 48 209 16 273 590 1006 PHF 0.61 0.9 0.89 0.77 0.7 0.81 0.75 0.84 0.79 0.83 0.79 0.84 0.75 0.9 0.5 0.91 0.84 R = right turn S = straight L = left turn DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: 970 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9112/2013 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins Intersection: Laporte/Howes Time Begins Northbound: Howes Southbound: Howes Total north/south Eastbound: Laporte Westbound: Laporte Total east/west Total All L S R Total L S R Total L S R Total L S R Total 7:30 2 7 4 13 2 28 9 39 52 17 86 13 116 8 25 1 34 150 202 7:45 5 6 7 18 1 50 7 58 76 17 97 17 131 22 31 6 59 190 266 8:00 7 16 4 27 4 42 13 59 86 20 91 26 137 15 35 5 55 1aEl 8:15 12 17 17 46 5 39 6 50 96 4 62 9 75 18 27 4 49 1 7:30-8:30 26 1 46 1 32 1 104 12 1 159 1 35 1 206 1 310 1 58 1 336 1 65 1 459 1 63 118 1 16 1 197 656 1 966 PHF 1 0.54 1 0.68 1 0.47 1 0.57 0.6 1 0.8 1 0.61 1 0.87 1 0.73 1 0.87 1 0.63 1 0.84 1 0.72 0.84 1 0.67 1 0.83 0.87 4:30 11 29 15 55 0 23 12 35 90 1 56 12 69 12 62 1 75 144 234 4:45 15 22 6 43 2 29 8 39 82 8 54 11 73 9 74 4 87 160 242 5:00 12 34 5 51 7 24 22 53 104 13 59 9 81 13 86 5 104 185 289 5:15 15 26 2 43 2 24 18 44 87 7 53 5 65 10 66 2 78 143 230 4:30-5:30 53 111 28 192 11 100 60 1 171 363 29 222 37 288 44 288 12 344 632 995 PHF 0.88 0.82 0.47 0.87 0.39 0.86 0.68 1 0.81 0.56 1 0.94 1 0.77 0.89 0.85 0.84 0.6 0.83 0.86 APPENDIX B N Cherry Maple 0 0 u� in 30% Site � �- 40 �� Laporte L C (D U � 3 0 v` y � o �- = >_ U o Mountain c 0 (o (6 Oak SCALE: 1 "=300' TRIP DISTRIBUTION Figure 5 —J/ L—DELICH Fort Collins Utilities Block 32 TIS, July 2014 Page 2 -7 1 ['ASSOCIATES TABLE 2 Trip Generation AWDTE AM Peak Hour PM Peak Hour Code Use Size Rate Trips Rate In Rate Out Rate in Rate Out 733 Government Office 121 7.75 938 0.54 65 0.07 8 0.24 29 0.55 67 Complex Employees 733 Government Office 39.633 KSF 27.92 1106 1.97 78 0.24 10 0.88 35 1.97 78 Complex Average 1022 72 9 32 73 TABLE 2 Trip Generation AWDTE AM Peak Hour PM Peak Hour Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out 710 General Office 121 3.32 402 0.42 51 0.06 7 0.08 10 0.38 46 Employees 710 General Office 39.633 KSF 11.03 437 1.37 54 0.19 8 0.25 10 1.24 49 Average 420 53 8 10 48 -/I L-DELICH -71 rASSOCIATES Fort Collins Utilities Block 32 TIS, July 2014 Page 11 1]nL,D VAIl n IItAr.E lil ILDIAf. ji - ZMWAI:E s BUILDING R- A: R91,=vim .uru N uLn AJAX11 wnnm Tx..vM l N,YIMN RR Mjk,ill Y W1 V. rAnrr a r?n �' Ynnnn •Rll.nnu >� 1 . cnlR ra.nY � 1 VJuc rt.AY"V.., MAIN 1'.AWL" L.MFI.n1.L nsNAL1: IWI f\W I•IYfL 4 YI•I I•l l): rATOlnl� w•IrR+ CI: STWMEB 5ERN7CF-% BOILDING i� Ixtcpn P Tni 1 `-1 Mlnal I.LNMr: . Mv1'M1 !! 'fYYnM.VY Z TTFNI W'. - UTANIYI: I n !/ I•PROI YYIM,:tPI: MiG' F.\TNl pl n'Yn 1l T1LV0 FUU wA•w- 31M3 .T RLn 11{ nnrnv: '1 , `YI n'enn l , Ilwmr: t 1 i 411T 3 •n' pTP9f.Y Y.iR,41.f.1. 1•AIM N SCALE: 1 "=60' 215 N. MV40N BITIAINC ncu,.L•Nr. a MY.�:NAVILALI rR+ s 1 rl nuc J 1 � L W Ww- IT u:Yn. .RW, YRANNIYr6L wau+FT t __—•I IAnnt.AllfMC3 I\ :LLS eN n 1 F1IT@41 r-1 '-A��-•�.40 1. FTII:RI:RW:I \NNN:II: nrYR NILN L\vF �- 1:1'.WV 13ON \ t\ YnNiTNNVL N9"Y M'F.N.Ye bllT+:11RL'NT y 4 •II ', ail SITE PLAN Figure 3 —// I—DELICH Fort Collins Utilities Block 32 TIS, July 2014 —7 1 [—ASSOCIATES Page 7 Fort Collins Utilities Block 32 Cherry Maple Laporte aU a� 0y N (D a) 0 U U Mountain C 0 (n (Q Oak Olive SCALE: 1 "=500' SITE LOCATION Figure 1 —_ // L—DELICH Fort Collins Utilities Block 32 TIS, July 2014 —7i [—ASSOCIATES Page 2 f V city utility building scraping mailbox:///C:/Users/Matt Deli ch; AppData/Roaming/Thunderbi... Subject: city utility building scoping From: Martina Wilkinson <mwilkinson@fcgov.corn> Date: 5/7/20141:35 PM To: 'Matt Delich' <matt@de(ichassoc.com> CC: Seth Lorson <slorson@fcgov.com> Hey Matt — We've had some internal cwnversadons aboutthe•city complex and proposed utility building. They really aren't far enough along to do an CDP style process. So we're moving forward with just the utility building. in terms of scoping the TIS —your trip gen will determine whether it's an intermediate or full. Please include the intersections Mason / Laporte Howes / Laporte Parking garage entrance at Laporte Any other access drives Please discuss the logic behind the trip gen. If the Info In the trip gen manual is really limited and doesn't seem to fit, then I'm interested in a solid estimate of trip gen from their own information (number of employees etci. Please also include customers if that is an element of who's goingto be in the building, For the distribution you'll reed to work with city staff to get an estimate of the percentage of city employees that utilize the garage.... Finally —the project will need to include a parking demand component. What's the mode split? If very limited parking is to be built, then where will all the employees park? What percent will use the garage, and what percent will park and walk —and where will that be located? Hope that gives you enough to go on - you can fill out a BAF using the above information and einail it to me for signature. As for submittal timeframe — you asked for extra time, and I'm line working within a week of the rest of the submittal, but I can't really accommodate more than that. If they were planning to submit this week, and you're mere than a week out, *hen you need to visit with the project team to delay the submittal. As aways — let me know if you have questians or if I missed anything. Thanks - martina From: Matt Delidi [mailto:matt@delichassoc.corrl Sent: Friday, April 18, 2014 9:13 AM To: Ward Stanford Cc: Martina Wilkinson Subject: Re: Martin's C Ward, I will wait to talk to Martina. Seems like they knew they needed a TIS back on March 19, 2014. They came to me on April 16, 2014. Go figure!! I see this being more than a two week exercise. It is not like we have nothing on our plate and we are just waiting for this project. Matt On 4/18/2014 8:56 AM, Ward Stanford wrote: Matt, nnartina will make the call but for some input a simple look at the Trip Gen lands it in the full study range, I've attached the Trip Ger, (Rev 6) for Gov Bldg (130), and Gov Off Complex (733) both providing over 1000 ADT or over 100 Peak trips. My comments from the PDR include the TIS requirement and also asks for discussion of the larger Civic Center Complex transportation plans, as they've not done any traffic study for the larger plan. We would like to know how this will tie-in to the larger scheme. We've advocated for Howes to terminate at Laporte and at Maple, not passing thru the campus. Attached are the PDR dot's and a the Trip Gen 6 output. Ward Stanford Traffic Systems Engineer Ci tv of Fort Collins Traffic Operations 1 of 2 5/29/2014 4:04 PM Attachment "A" Transportation Impact Study Base Assumptions Project Information Project Name Fort Collins Utilities Block 32 Project Location 222 Laporte Avenue TIS Assumptions Type of Study Full: No Intermediate: Yes Study Area Boundaries North: Laporte Avenue South: Laporte Avenue East: Parkins Garai_>e West: Howes Street Study Years Short Range: 2019 Long Range: N/A Future Traffic Growth Rate l %/year 1 %/year Study intersections 1. All access drives 5. 2. Laporte/Howes 6. 3. Laporte/Mason 7. 4. Laporte/Parking Garage 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: N/A Trip Generation Rates (see attached) Per ITE (discuss) 'Drip Adjustment Factors Passby: N/A Captive Market: N/A Trip Distribution (see attached) North 10% South 15% Fast 45% West 30% Mode Split Assumptions 10% ped/bike (discuss) Committed Roadway Improvements Discuss Other Traffic Studies Areas Requiring Special Study Parking demand Date: June 25, 2014 Traffic F..naineer: Delich Associates ` Local Entity Engineer: 0 V1 �,t / �1\,%-� _ / G , 2 5 -'�-1 Larimer County Urban Area Street Standards January 2, 2001 APPENDIX A IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Fort Collins Utilities Block 32 development on the short range (2019) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Fort Collins Utilities Block 32 site is feasible from a traffic engineering standpoint. At full development, the Fort Collins Utilities Block 32 site will generate approximately 920 daily weekday trip ends, 73 morning peak hour trip ends, and 95 afternoon peak hour trip. Many of these trip ends are already occurring in the area. • Current operation at the key intersections is acceptable with existing control and geometry. • In the short range (2019) future, given development of the Fort Collins Utilities Block 32 site and an increase in background traffic, the key intersections operate acceptably with existing control and geometry in the morning and afternoon peak hours. • No additional geometric improvements are recommended/required at the key intersections. • Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi -modal transportation guidelines. 1j L—DELICH Fort Collins Utilities Block 32 TIS, July 2014 -7j--ASSOCIATES Page 21 Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Fort Collins Utilities Block 32 site, as shown in Appendix F. This destination area is the commercial uses in downtown. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix F. Transit Level of Service This area is served by transit Routes 5, 8, 9, 14, 18, 81, 91, 92, and the MAX service. The Downtown Transit Center is located on Mason Street, between Laporte Avenue and Maple Street. There are transit stops very close to this site. -/! L—DELICH Fort Collins Utilities Block 32 TIS, July 2014 7 [—ASSOCIATES Page 20 TABLE 5 Parking Generation Average Peak Period (gam- 851h Percentile Peak Period Code ,' Use Size 12pm) Parking Demand" (9am-12pm) Parking Demand Rate Vehicles Rate Vehicles I 730 Government Office 121 0.83 100 1.01 122 Building Employees 730 Government Office 39.633 KSF 4.15 164 6.13 243 Building Average 132 183 Less 10% pedestrian/bicycle 13 18 Total 119 165 -/I L-DELICH Fort Collins Utilities Block 32 TIS, July 2014 -7rASSOCIATES Page 19 U) 3 0 w o m 2 � U U Q N 01 (0 fd �w - Denotes Lane SHORT RANGE (2019) GEOMETRY —/,/ L—DELICH -T, r—ASSOCIATES Laporte Figure 9 Fort Collins Utilities Block 32 TIS, July 2014 Page 18 TABLE 4 Short Range (2019) Total Peak Hour Operation Intersection Movement - Level of Service AM PM Laporte/Howes (signal) EB LT B A EB T/RT B A EB APPROACH B A WB LT A A WB T/RT A A WB APPROACH A A NB LT B B NB T/RT B B NB APPROACH B B SB LT B B SB T/RT B B SB APPROACH B B OVERALL B A Laporte/Mason (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A B WB T B B WB RT A A WB APPROACH B B NB LT/T/RT B B SB LT/T/RT B A OVERALL A B Laporte/Garage Access (stop sign) NB LT/RT A B WB LT A B /; LDELICH Fort Collins Utilities Block 32 TIS, July 2014 -71 rASSOCIATES Page 17 Using the traffic volumes shown in Figure 8, the key intersections operate in the short range (2019) total condition as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections operate similar to the background operation with existing control and geometry in the morning and afternoon peak hours Geometry The short range (2019) geometry is shown in Figure 9. The geometry at the analyzed intersections is the existing geometry. Parking Demand The City of Fort Collins requested a parking demand analysis for the Fort Collins Utilities Block 32 site. A compilation of parking generation information contained in Parking Generation, 4th Edition, ITE was used to estimate the parking demand that would occur by the proposed/expected use at this site. Table 5 shows the peak period (9am- 12pm) parking generation for Fort Collins Utilities Block 32. According to the operator of the Fort Collins Utilities Block 32 site, of the 121 employees, 73 already work in downtown Fort Collins at different buildings. With the construction of the Fort Collins Utilities Block 32 building, Howes Street will be restriped to have 72 spaces, which is an increase of 47 spaces that currently exist. In addition to this, there will be 5 parallel spaces for customer traffic on Laporte Avenue, adjacent to the building. It is likely that most customer traffic will utilize on -street parking. It is assumed that most of the employees at the Fort Collins Utilities Block 32 site will utilize the Civic Center Garage for parking. According to data provided by the Civic Center Garage (Appendix F), there are a total of 902 spaces in the parking garage. Based upon an occupied spaces count, the Civic Center Garage had a maximum occupancy of 68% (614 spaces) during the peak period (12pm). That leaves 288 spaces unoccupied. Based upon the parking generation in Table 5, the Civic Center Garage has adequate parking spaces available to accommodate the Fort Collins Utilities Block 32 site parking demand. Pedestrian Level of Service Appendix G shows a map of the area that is within 1320 feet of the Fort Collins Utilities Block 32 site. The Fort Collins Utilities Block 32 site is located within an area termed as a "activity center," which sets the level of service threshold at LOS B & C for all measured factors. There are four destination areas within 1320 feet of the proposed Fort Collins Utilities Block 32: 1) Civic Center; 2) commercial uses in downtown; 3) the neighborhood to the northwest of the site; and 4) the residential neighborhood to the southwest of the site. Sidewalks exist along all properties within the pedestrian influence area. Appendix F contains a Pedestrian LOS Worksheet. --I;' L—DELICH Fort Collins Utilities Block 32 TIS, July 2014 [—ASSOCIATES Page 16 TABLE 3 Short Range (2019) Background Peak Hour Operation Intersection Movement Level of Service AM PM Laporte/Howes (signal) EB LT B A EB T/RT B A EB APPROACH B A WB LT A A WB T/RT A A WB APPROACH A A NB LT B B NB T/RT B B NB APPROACH B B SB LT B B SB T/RT B B SB APPROACH B B OVERALL B A Laporte/Mason (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A B WB T B B WB RT A A WB APPROACH B B NB LT/T/RT B B SB LT/T/RT B A OVERALL A B Laporte/Garage Access (stop sign) NB LT/RT A B WB LT A B --/l L--DELICH Fort Collins Utilities Block 32 TIS, July 2014 %, rASSOCIATES Page 15 0 n � � 21/16 126/321 J 1 l 66/51 63/31 1 f 371/241 —� 68139 t; m NE� C r f 219/281 16/17 LO rn157/32 —7124 182/221 �7/24 J + �21/50 28/20 355/303 y 25/24 SHORT RANGE (2019) TOTAL PEAK HOUR TRAFFIC _-// L-DELICH -71 [-ASSOCIATES 1 �292/347 - 98/26 m oO co co N Cl) N M& N Figure 8 Fort Collins Utilities Block 32 TIS, July 2014 Page 14 N 0 N N 4/3 2/18 f 3/1 J i 0/5 i 26/12 fff 3/1 2/11� 221131 0/3— Laporte 18/8 i o 0/1 25/12 h N M N � M � N N N U U Q N m (0 (0 f AM/PM SITE GENERATED PEAK HOUR TRAFFIC -/I L--DELICH - 7 j (-ASSOCIATES Figure 7 Fort Collins Utilities Block 32 TIS, July 2014 Page 13 A& N 0 o 3 o N 2 � 0 c')�° f 216/280 17/13131/20 16/17 CO f 124/303 ' m f 179/220 7/24 66/46 21 /50 �7/24 'l 61/30 1 T 3531233 y N 68/39 N co 7 28/20 _f 333/290 i 25/23 1 �292/344 � 73/14--\ N N N M Al --mm- AM/PM SHORT RANGE (2019) BACKGROUND PEAK HOUR TRAFFIC Laporte � o o � `m Figure 6 . _.,/1' L-DELICH Fort Collins Utilities Block 32 TIS, July 2014 -7 [-ASSOCIATES Page 12 & A , v Cherry i Maple 0 0 U-3 u� 30% Site 45% Laporte i L y t_ 0) a)0) E UL-- 3 a U_ ( rn LO 0 o >_ 0 = U 0 Mountain c 0 U) m Oak SCALE: 1 "=300' TRIP DISTRIBUTION _-/>LDELICH -7 1 [-ASSOCIATES Figure 5 Fort Collins Utilities Block 32 TIS, July 2014 Page 11 } Trip Distribution Directional distribution of the generated trips was determined for the Fort Collins Utilities Block 32 site using the recent traffic counts at the key intersections and using the location of the Fort Collins Utilities Block 32 site in Fort Collins. Figure 5 shows the vehicle trip distribution used for the Fort Collins Utilities Block 32 site. The trip distribution analysis was agreed to in the scoping emails. Background Traffic Projections Figure 6 shows the short range (2019) background peak hour traffic projections at the key intersections. The traffic at the key intersections was increased at a rate of one percent per year for the short range (2019) background traffic forecasts. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Using the trip distribution shown in Figure 5, Figure 7 shows the assignment of the site generated peak hour vehicle traffic. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the key intersections. Figure 8 shows the short range (2019) total peak hour vehicle traffic at the key intersections. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices (MUTCD). The Laporte/Garage Access stop sign controlled intersection does not meet signal warrants. Operation Analysis Operation analyses were performed at the Laporte/Howes, Laporte/Mason, and Laporte/Garage Access intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2019 condition. Using the short range (2019) background peak hour traffic volumes, the key intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections operate acceptably with existing control and geometry in the morning and afternoon peak hours. —/- '—DELICH Fort Collins Utilities Block 32 TIS, July 2014 ASSOCIATES Page 10 STORACK +R)RAV.E at ILDING t 11"4L IkI.11 M TI Ilk r '. g"OwI.AnL. l (3 STOMER RVILDIM; Irw rnRcls POMMAL 11LIIII KMz"lNtRk. WI:■AIPAL A I"Ilk,ft WN A& N SCALE: 1"=60' 215 N. MA.M)N B1 ILDIN't; C3 13 SITE PLAN Figure 4 -.-/I I DELICH Fort Collins Utilities Block 32 TIS, July 2014 -71 r-ASSOCIATES Pages A Ill. PROPOSED DEVELOPMENT The Fort Collins Utilities Block 32 is a proposed government office building of 39,633 square feet. This building is estimated to have 121 employees. Figure 4 shows a site plan of the Fort Collins Utilities Block 32. This building will not have its own parking lot. It is expected that most of the employees in the building will utilize the Civic Center Parking Garage, located in the southeast quadrant of the Laporte/Mason intersection. Customers and some of the employees of the Fort Collins Utilities Block 32 will utilize on -street parking in the area. The City of Fort Collins requested a parking demand analysis, which will be addressed later in this report. The short range analysis (Year 2019) includes development of the Fort Collins Utilities Block 32 site and an appropriate increase in background traffic. This building will be part of a larger Civic Center redevelopment project. The Civic Center redevelopment project will require a comprehensive transportation impact study. Therefore, the long range (2035) analysis was not included in this TIS. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at this site. Table 2 shows the daily and peak hour trip generation for Fort Collins Utilities Block 32. Government Office Building (Code 730) has very little data for this land use. Therefore, Government Office Complex (Code 733) was used as the land use for trip generation purposes. The average of the employee and square footage variables was used. Full development of Fort Collins Utilities Block 32 resulted in 920 daily weekday trip ends, 73 morning peak hour trip ends, and 95 afternoon peak hour trip ends. TABLE 2 Trip Generation AWDTE AM Peak Hour PM Peak Hour Code Use Size Rate Trips Rate — In Rate Out Rate In Rate Out 733 Govemment Office 121 7.75 938 0.54 65 0.07 8 0.24 29 0.55 67 Complex Employees 733 Government Office 39.633 KSF 27.92 1106 1.97 78 0.24 10 0.88 35 1.97 78 Complex Average 1022 72 9 32 11 73 Less 10% pedestrian/bicycle 102 7 1 3 7 Total 920 65 8 29 66 --/f LDELICH Fort Collins Utilities Block 32 TIS, July 2014 -/1 rASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Laporte/Howes (signal) EB LT B A EB T/RT B A EB APPROACH B A WB LT A A WB T/RT A A WB APPROACH A A NB LT B B NB T/RT B B NB APPROACH B B SB LT B B SB T/RT B B SB APPROACH B B OVERALL B A Laporte/Mason (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A B WB T B B WB RT A A WB APPROACH B B NB LT/T/RT B B SB LT/T/RT B A OVERALL A B Laporte/Garage Access (stop sign) NB LT/RT A B WB LT A B --/I LDELICH Fort Collins Utilities Block 32 TIS, July 2014 -71 rASSOCIATES Page 7 i ; 3 ca m 2 � 0 0 L L f 205/266 N 16/12 15/16 f 118/288 `O CO f 170/209 125/19 �J 63/44 �J j 20/48 Cl.7/23 58/29 f r 336/222 y M CO 65/37 t' —, `NN (D N � Cl) 27119 317/276 —� 24/22 f- AM/PM RECENT PEAK HOUR TRAFFIC _-/I L-DELICH -71 [-ASSOCIATES 1 �279/327 i 69/13 uo o 0 to m to N N M N Laporte C C) 0 N N U U Q m f6 N Figure 3 Fort Collins Utilities Block 32 TIS, July 2014 Page 6 4 Existing Traffic Figure 3 shows recent peak hour traffic counts at the Laporte/Howes, Laporte/Mason, and Laporte/Garage Access intersections. Recent count data at the Laporte/Howes intersection was obtained by the City of Fort Collins in September 2013. Recent count data at the Laporte/Mason and Laporte/Garage Access intersections was obtained in June 2014. Raw count data is provided in Appendix B. Existing Operation The Laporte/Howes, Laporte/Mason, and Laporte/Garage Access intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections are currently operating acceptably with existing control and geometry in the morning and afternoon peak hours. The intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual (2010HCM). A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. The Fort Collins Utilities Block 32 site is in an area termed "downtown district," which puts the site in the "mixed use district' category. In areas termed "mixed use district," acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for the overall intersection and for any leg or movement. For unsignalized intersections, acceptable operation during the peak hours is defined as level of service F or better for any approach leg for an arterial/collector or arterial/local and level of service C or better for any approach leg for an arterial/arterial, arterial/collector, and collector/local intersection. Pedestrian Facilities There are pedestrian facilities along all streets in this area. Bicycle Facilities Bicycle lanes exist within the cross section of Laporte Avenue, Howes Street, and Mason Street. The Fort Collins Bike Map shows Laporte Avenue, Howes Street, and Mason Street as "streets with bike lanes." Transit Facilities This area is served by transit Routes 5, 8, 9, 14, 18, 81, 91, 92, and the MAX service. The Downtown Transit Center is located on Mason Street, between Laporte Avenue and Maple Street. —IJ LDELICH Fort Collins Utilities Block 32 TIS, July 2014 -7j [—ASSOCIATES Page 5 U) 3 0 N O N 1, U Q 01 f6 (6 676 -ad - Denotes Lane Laporte EXISTING INTERSECTION GEOMETRY Figure 2 —// L—DELICH Fort Collins Utilities Block 32 TIS, July 2014 _ j (—ASSOCIATES Page 4 0 r Fort Collins Utilities Block 32 Cherry Maple Laporte Cw O 7 U m 0) " ° 3 •`v 3 . a� L t _ 0 Mountain c 0 u, m Oak Olive SCALE: 1 "=500' SITE LOCATION —/i L—DELICH —7/ rASSOCIATES Figure 1 Fort Collins Utilities Block 32 TIS, July 2014 Page 3 r II. EXISTING CONDITIONS The location of the Fort Collins Utilities Block 32 site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial or institutional (church and government). There are institutional uses surrounding the site. There are commercial uses east of the site. The site is within the Fort Collins Central Business District. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. Roads The primary streets near the Fort Collins Utilities Block 32 site are Laporte Avenue, Howes Street, and Mason Street. The existing geometry at the key intersections is shown in Figure 2. Laporte Avenue is to the south of (adjacent to) the Fort Collins Utilities Block 32 site. According to the Fort Collins Master Street plan, Laporte Avenue is classified as a four -lane arterial between College Avenue and Wood Street. Adjacent to the site, Laporte Avenue currently has two eastbound through lanes, a center left -turn median lane, and one westbound through lane. At the Laporte/Howes intersection, Laporte Avenue has eastbound and westbound left -turn lanes, two eastbound through lanes, and one westbound through lane. At the Laporte/Mason intersection, Laporte Avenue has eastbound and westbound left -turn lanes, two eastbound through lanes, one westbound through lane, and a westbound right-tum lane. The Laporte/Howes and Laporte/Mason intersections have signal control. The existing speed limit in this area of Laporte Avenue is 30 mph. Howes Street is to the west of (adjacent to) the Fort Collins Utilities Block 32 site. It is classified as a two-lane arterial street according to the Fort Collins Master Street plan. Currently, Howes Street has a two-lane cross section with a center left -turn median lane. At the Laporte/Howes intersection, Howes Street has northbound and southbound left -turn lanes and one through lane in each direction. There is parking on both sides of Howes Street. Mason Street is to the east of the Fort Collins Utilities Block 32 site. It is classified as a two-lane arterial street according to the Fort Collins Master Street plan. Currently, Mason Street has a two-lane cross section. The Burlington Northern Railroad tracks run down the center of Mason Street. At the Laporte/Mason intersection, Mason Street has all movements combined into single lanes. —/y LDELICH Fort Collins Utilities Block 32 TIS, July 2014 -71 rASSOCIATES Page 2 I. INTRODUCTION This intermediate transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Fort Collins Utilities Block 32. The proposed Fort Collins Utilities Block 32 is located at 222 Laporte Avenue in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project planner (RNL Design) and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the "Larimer County Urban Area Street Standards" (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for Fort Collins Utilities Block 32. 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; • Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. --/J LDELICH Fort Collins Utilities Block 32 TIS, July 2014 -7 J [—ASSOCIATES Page 1 IRF4961ail LC ;4*1 1. Site Location............................................................................................................. 3 2. Existing Intersection Geometry ................................................................................. 4 3. Recent Peak Hour Traffic.......................................................................................... 6 4. Site Plan.................................................................................................................... 9 5. Trip Distribution.......................................................................................................11 6. Short Range (2019) Background Vehicle Peak Hour Traffic...................................12 7. Site Generated Peak Hour Traffic...........................................................................13 8. Short Range (2019) Total Peak Hour Traffic...........................................................14 9. Short Range (2019) Geometry ................................................................................18 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2019) Background Peak Hour Operation E. Short Range (2019) Total Peak Hour Operation F. Civic Center Garage Data G. Pedestrian/Bicycle Level of Service --//' DELICH -7/ [—ASSOCIATES Fort Collins Utilities Block 32 TIS, July 2014 4 ` i TABLE OF CONTENTS INTRODUCTION........................................................................................................1 II. EXISTING CONDITIONS.......................................................................................... 2 LandUse.........................................................................................................................2 Roads.............................................................................................................................. 2 ExistingTraffic................................................................................................................. 5 ExistingOperation........................................................................................................... 5 Pedestrians Facilities...................................................................................................... 5 BicycleFacilities..............................................................................................................5 TransitFacilities.............................................................................................................. 5 III. PROPOSED DEVELOPMENT.................................................................................8 TripGeneration............................................................................................................... 8 TripDistribution.............................................................................................................10 Background Traffic Projections.....................................................................................10 TripAssignment............................................................................................................10 SignalWarrants.............................................................................................................10 OperationAnalysis........................................................................................................10 Geometry......................................................................................................................16 ParkingDemand...........................................................................................................16 Pedestrian Level of Service...........................................................................................16 BicycleLevel of Service................................................................................................ 20 Transit Level of Service................................................................................................. 20 IV. CONCLUSIONS/RECOMMENDATIONS.............................................................. 21 LIST OF TABLES 1. Current Peak Hour Operation....................................................................................7 2. Trip Generation.........................................................................................................8 3. Short Range (2019) Background Peak Hour Operation..........................................15 4. Short Range (2019) Total Peak Hour Operation.....................................................17 5. Parking Generation.................................................................................................19 --/J L—DELICH Fort Collins Utilities Block 32 TIS, July 2014 -7.1 [—ASSOCIATES FORT COLLINS UTILITIES BLOCK 32 TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JULY 2014 Prepared for: RNL Design 1050 17t�' Street, Suite A200 Denver, CO 80265 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 "7, r Project #1377