The URL can be used to link to this page

Home My WebLink AboutFORT COLLINS DISCOVERY MUSEUM - PDP - 6-10 - REPORTS - TRAFFIC STUDY4: Site Access & Mason Z15/2010 ,or- t T P Is. j Lane Configurations Volume (veh/h) ' 10 0 35 5 0 25 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 12 0 41 6 0 29 Pedestrians Lane Width (ft) Walking Speed (f /s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 74 44 47 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 74 44 47 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 100 100 cM capacity (veh/h) 930 1026 1560 ' Lane # WB 1 NB 1 SB 1 Volume Total 12 47 29 Volume Left 12 0 0 Volume Right 0 6 0 cSH 930 1700 1560 Volume to Capacity 0.01 0.03 0.00 Queue Length 95th (ft) 1 0 0 Control Delay (s) 8.9 0.0 0.0 Lane LOS A Approach Delay (s) 8.9 0.0 0.0 Approach LOS A IntersecionSummary Average Delay 1.2 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 + Site - PM Peak Hour n 5: Site Access & Mason 2/15/2010 f� t T � ti 1 Lane Configurations _Y '+ 4 Volume(veh/h) 34 1 30 35 0 35" Sign Control Stop Free Free Grade 0% 0% ; . 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 40 1 35 „y 41 0 41 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage AN Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)� pX, platoon unblocked vC, conflicting volume 97 56 76 '` �� •= vC1, stage 1 conf vol vC2, stage 2 conf vol� vCu. unblocked vol 97 56 76 tC, single (s) 6.4 6.2 4.1 .5 IC, 2 stage (s) tF(s) 3.5 3.3 22 �.. r� p0 queue free % 96 100 100 cM cappal (veh/h) n� : 902 1011 ,� , _ ,a 1522 a ttotume Total 41 76 41 Volume Left 40 0 0 Volume Right 1 41 0 m'r cSH 905 1700 1522 Volume to Capacity 0.05 0.04 0.00 � �� ," m Nazi nr�� T Queue Length 95th (ft) 4 0 0 Control Delay (s) 9.2 0.0 0.0 titRUNz x _ s Lane LOS A w-111MM Approach Delay (s) 9.2 0.0 0.0 Approach LOS A Average Delay 2.4 Intersection Capacity Utilization J 13.7% ICU Level of Service Analysis Period (min) 15 FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 + Site - Noon Peak Hour to Mason Street / Site Access 40: Cherry & College (US 287 & State 14) 2/1512010 ',,BR k " , SBT . 7SBR Lane Configurations tt if Volume (vph) 214 114 95 45 109 55 70 750 50 90 810 204 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 11 12 12 12 12 12 12 12 12 12 Total Lost time (s) 3.0 3.0 3.0 2.0 3.0 2.0 3.0 3.0 2.0 3.0 3.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 ` 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 Rt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Sato. Flow (prot) 3090 1676 1350 1593 1592 1562 3008 1326 1562 3008 1357 Fit Permitted 0.38 1.00 1.00 0.67 1.00 0,19 1.00 1.00 0.20 1.00 1.00 Satd.Flow (perm) 1222 1676 1350 1132 1592 304 3008 1326 328 3008 1357 Peak -hour factor, PHF 0.89 0,89 0,89 0.85 0.85 0.85 0.87 0.87 0.87 0.90 0.90 0.90 Adj. Flow (vph) 240 128 107 53 128 65 80 862 57 100 900 227 RTOR Reduction (vph) 0 0 76 0 23 0 0 0 20 0 0 95 Lane Group Flow (vph) 240 12E 31 53 170 0 80 862 37 100 900 132 ConfL Peds. (#/hr) 6 15 4 Heavy Vehicles (%) 2% 29c 2% 2% 2% 2% 4% 8% 4% 4% 8% 4% Turn Type pm+pt Perm pm+pt pm+pt Perm pm+pt Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 6,. 6 2 2 Actuated Green, G (s) 28.2 20.0 20.0 17.8 13.6 36.2 30.7 30.7 36.4 30.8 30.8 Effective Green, g (s) 30.2 23.0 23.0 21.8 16.6 40.2 332 33.2 40.4 33.3 33.3 Actuated g/C Ratio 0.38 0.29 0.29 0.27 0.21 0.50 0.42 0.42 0.50 0.42 0.42 Clearance Time (s) 5.0 6.0 6.0 4.0 6.0 4.0 5.5 5.5 4.0 5.5 5.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 732 482 388 344 330 271 1248 550 283 1252 565 v/s Ratio Prot c0.05 0.08 0.01 c0.11 0.03 0.29 c0.03 c0.30 v/s Ratio Perm 0.08 0.02 0.03 0.12 0.03 0.14 0.10 v/c Ratio 0.33 0.27 0.08 0.15 0.52 0.30 0.69 0.07 0.35 0.72 0.23 Uniform Delay, dl 17.2 22.0 20.8 21.9 28.1 11.8 19.2 14.1 11.7 19.5 15.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.3 0.1 0.2 1.4 0.6 3.1 0.2 0.8 3.6 1.0 Delay (s) 17.5 22.3 20.9 22.1 29.5 12.4 22.3 14.3 12.5 23.0 16.1 Level of Service B C C C C B C B B C B Approach Delay (s) 19.5 27.9 21.1 20.9 Approach LOS NOWdOWirrimary B C C C HCM Average Control Delay 21.3 HCM Level of Service C HCM Volume to Capacity ratio 0.56 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 59A% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 + Site - Noon Peak Hour It 40: Cherry & College (US 287 & State 14) 2/15/2010 -# --10-z f-~ 4-1 t r `► 1 -*I Lane Configurations 11) t r T+ V1 ++ It Vi tt r Volume (vph) 378 132 87 55 201 85 71 780 50 75 820 241 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 11 12 12 12 12 12 12 12 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 2.0 3.0 3.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1,00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1,00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1,00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3090 1676 1350 1593 1602 1562 3008 1326 1562 3008 1357 Fit Permitted 0.25 1.00 1.00 0.64 1.00 0.17 1.00 1.00 0.18 1.00 1.00 Sato. Flow (perm) 817 1676 1350 1067 1602 284 3008 1326 294 3008 1357 Peak -hour factor, PHF 0.91 0.91 0.91 0.85 0.85 0,85 0.87 0.87 0.87 0.90 0.90 0.90 Adj. Flow (vph) 415 145 96 65 236 100 82 897 57 83 911 268 RTOR Reduction (vph) 0 0 69 0 19 0 0 0 20 0 0 112 Lane Group Flow (vph) 415 145 27 65 317 0 82 897 37 83 911 156 Confl. Peds. (#Ihr) 6 15 4 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 8% 4% 4% 8% 4% Turn Type pm+pt Perm pm+pt pm+pt Perm pm+pt Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 6 6 2 2 Actuated Green, G (s) 25.3 19.3 19.3 22.9 18.1 35.4 29.9 29.9 35.4 29.9 29.9 Effective Green, g (s) 29.3 22.3 22.3 26.9 21.1 39.4 32.4 32.4 39.4 32.4 32.4 Actuated g/C Ratio 0.37 0.28 0.28 0.34 0.26 0.49 0.40 0.40 0.49 0.40 0.40 Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 4.0 5.5 5.5 4.0 5.5 5.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 527 467 376 403 423 260 1218 537 264 1218 550 v/s Ratio Prot c0.08 0.09 0.01 0.20 c0.03 0.30 0.03 c0.30 v/s Ratio Perm c0.21 0.02 0.04 0.13 0.03 0.13 0.11 v/c Ratio 0.79 0.31 0.07 0.16 0.75 0.32 0.74 0.07 0.31 0.75 0.28 Uniform Delay, d1 19.7 22.8 21.2 18A 27.0 12.4 20.2 14.6 12.3 20.3 16.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.6 0.4 0.1 0.2 7.1 0.7 4.0 0.2 0.7 4.2 1.3 Delay (s) 27.3 23.2 21.3 18.6 34.1 13.1 24.2 14.8 13.0 24.5 17.3 Level of Service C C C B C B C B B C B Approach Delay (s) 25.5 31.6 22.8 22.2 Approach LOS C C C C HCM Average Control Delay 24.2 HCM Level of Service C HCM Volume to Capacity ratio 0.72 Actuated Cycle Length Is) 80.0 Sum of lost time (s) 11.0 Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 + Site - PM Peak Hour I 40: Cherry & College (US 287 & State 14) 2/15/2010 Lane Configurations Yi ♦ if Vi A ♦t r tt r Volume (vph) 375 130 85 55 200 85 70 780 50 75 820 240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 11 12 12 12 12 12 12 12 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 2.0 3.0 3.0 Lane Util. Factor 0.97 1.00 1.00 1,00 1.00 1,00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.97 Rob, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3090 1676 1350 1593 1601 1562 3008 1326 1562 3008 1357 Flt Permitted 0.25 1.00 1.00 0.64 1.00 0.17 1.00 . 1.00 0.18 1.00 1.00 Satd.Flow (perm) 822 1676 1350 1073 1601 284 3008 1326 294 3008 1357 Peak -hour factor, PHF 0.91 0.91 0.91 0.85 0.85 0.85 0.87 0.87 0.87 0.90 0.90 0.90 Adj. Flow (vph) 412 143 93 65 235 100 80 897 57 83 911 267 RTOR Reduction (vph) 0 0 67 0 19 0 0 0 20 0 0 112 Lane Group Flow (vph) 412 143 26 65 316 0 80 897 37 83 911 155 Confl. Peds. (#Ihr) 6 15 4 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 8% 4% 4% 8% 4% Turn Type pm+pt Penn pm+pt pm+pt Perm pm+pt Penn Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 6 6 2 2 Actuated Green, G (s) 25.3 19.3 19.3 22.9 18.1 35.4 29.9 29.9 35.4 29.9 29.9 Effective Green, g (s) 29.3 22.3 22.3 26.9 21.1 39.4 32.4 32.4 39.4 32.4 32.4 Actuated g/C Ratio 0.37 0.28 0.28 0.34 0.26 0.49 0.40 0.40 0.49 0.40 0.40 Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 4.0 5.5 5.5 4.0 5.5 5.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 528 467 376 405 422 260 1218 537 264 1218 550 v/s Ratio Prot c0.08 0.09 0.01 0.20 0.03 0.30 c0.03 c0.30 v/s Ratio Perm c0.21 0.02 0.04 0.12 0.03 0.13 0.11 v/c Ratio 0.78 0.31 0.07 0.16 0.75 0.31 0.74 0.07 0.31 0.75 0.28 Uniform Delay, d1 19.6 22.7 21.2 18A 27.0 12.4 20.2 14.6 12.3 20.3 16.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.3 0.4 0.1 0.2 7.1 0.7 4.0 0.2 0.7 4.2 1.3 Delay (s) 27.0 23.1 21.3 18.6 34.1 13.0 24.2 14.8 13.0 24.5 17.3 Level of Service C C C B C B C B B C B Approach Delay (s) 25.3 31.6 22.8 22.2 Approach LOS C C C C tnteiseaboa Suriiiiinary HCM Average Control Delay 24.1 HCM Level of Service C HCM Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 11.0 Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 Background - PM Peak Hour 40: Cherry & College (US 287 & State 14) 2/15/2010 movement c , ..:; EEL EBT EBR.,. .41Bt . MT WBR NBL NBT NBR .SBL SBTF..v.-SBR Lane Configurations tjrj + r T tt r tt r Volume (vph) 205 110 85 45 105 55 60 750 50 90 810 195 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 11 12 12 12 12 12 12 12 12 12 Total Lost time (s) 3.0 3.0 3.0 2.0 3.0 2.0 3.0 3.0 2.0 3.0 3.0 Lane Ufil. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1.00 0A5 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3090 1676 1350 1593 1590 1562 3008 1326 1562 3008 1357 Rt Permitted 0.38 1.00 9;00 0,68 1.00 0.19 1.00 1.00 0.20 1.00 1.00 Satd Flow (perm) 1246 1676 1350 1136 1590 306 3008 1326 330 3008 1357 Peak -hour factor, PHF 0.89 0.89 0.89 0.85 0.85 0.85 0.87 0.87 0.87 0.90 0.90 0.90 Adj. Flow (vph) 230 124 96 53 124 65 69 862 57 100 900 217 RTOR Reduction (vph) 0 0 69 0 24 0 0 0 20 0 0 90 Lane Group Flow (vph) 230 124 27 53 165 0 69 862 37 100 900 127 Confl. Peds. (#/hr) 6 15 4 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 8% 4% 4% 8% 4% Turn Type pm+pt Perm pm+pt pm+pt Perm pm+pt Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 6 6 2 2 Actuated Green, G (s) 28.1 19.9 19.9 17.8 13.6 36.3 30.8 30.8 36.5 30.9 30.9 Effective Green, g (s) 30.1 22.9 22.9 21.8 16.6 40.3 33.3 33.3 40.5 33.4 33.4 Actuated g/C Ratio 0.38 0.29 0.29 0.27 0.21 0.50 0.42 0.42 0.51 0.42 0.42 Clearance Time (s) 5.0 6.0 6.0 4.0 6.0 4.0 5.5 5.5 4.0 5.5 5.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 .3.0 3.0 Lane Grp Cap (vph) 734 480 386 345 330 272 1252 552 284 1256 567 v/s Ratio Prot c0.05 0.07 0.01 c0.10 0.02 0.29 c0.03 c0.30 v/s Ratio Perm 0.07 0.02 0.03 0.10 0.03 0.14 0.09 v/c Ratio 0.31 0.26 0.07 0.15 0.50 0.25 0.69 0.07 0.35 0.72 0.22 Uniform Delay, d1 17,2 22.0 20.8 21.9 28.0 11.6 19.1 14.0 11.7 19.4 15.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.3 0.1 0.2 1.2 0.5 3.1 0.2 0.8 3.5 0.9 Delay (s) 17.4 22.3 20.9 22.1 29.2 12.1 22.2 14.2 12.4 22.9 15.9 Level of Service B C C C C B C B B C B Approach Delay (s) 19.5 27.7 21.1 20.8 Approach LOS B C C C f4issec ion Summary HCM Average Control Delay 21.3 HCM Level of Service C HCM Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 5, 10.0 Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 1 15 , . _ '.: c Critical Lane Group FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 Background - Noon Peak Hour J 40: Cherry & College (US 287 & State 14) 2/15/2010 ---* i�o M; B �T <: •: BR - -0 L VBT ° i�IBR .. NBI ` '. T� tBR SBL,' ' '.S9r'5@0BR Lane Configurations _�j�j �j �, I tt r tt r Volume (vph) 352 122 82 51 191 81 67 744 45 71 782 229 Ideal Flow (vphpI) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 11 12 12 12 12 12 12 12 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 2.0 3.0 3.0 Lane LIN. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1:00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd.Flow (prot) 3090 1676 1350 1593 1602 1562 3008 1326 1562 3008 1357 Fit Permitted 027 1.00 1.00 0.67 1.00 0.19 1.00 1.00 0.19 1.00 1.00 Satd.Flow (perm) 891 1676 1350 1125 1602 305 3008 1326 316 3008 1357 Peak -hour factor, PHF 0.91 0.91 0.91 0.85 0.85 0.85 0.87 0.87 0.87 0.90 0.90 0.90 Adj. Flow (vph) 387 134 90 60 225 95 77 855 52 79 869 254 RTOR Reduction (vph) 0 0 63 0 19 0 0 0 19 0 0 114 Lane Group Flow (vph) 387 134 27 60 301 0 77 855 33 79 869 140 Confl. Peds. (#/hr) 6 15 4 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 8% 4% 4% 8% 4% Turn Type pm+pt Perm pm+pt pm+pt Perm pm+pt Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 6 6 2 2 Actuated Green. G (s) 27.2 21.2 21.2 22.4 18.8 34.7 29.2 29.2 34.7 29.2 29.2 Effective Green, g (s) 31.2 24.2 24.2 26.4 21.8 38.7 31.7 31.7 38.7 31.7 313 Actuated g/C Ratio 0.39 0,30 0.30 0.33 0.27 0.48 0.40 0.40 0.48 0.40 0.40 Clearance Time (s) 5.0 6.0 - 6.0 5.0 6.0 4.0 5.5 5.5 4.0 5.5 5.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 567 507 408 404 437 265 1192 525 270 1192 538 v/s Ratio Prot c0.07 0.08 0.01 0.19 0.03 0.28 c0.03 c0.29 v/s Ratio Penn c0.20 0.02 0.04 0.11 0,02 0.11 0.10 v/c Ratio 0.68 0.26 0.07 0.15 0.69 0.29 0.72 6.06 0.29 0.73 0.26 Uniform Delay, dl 18.2 21.2 19.9 18.7 26.1 12.5 20.4 14.9 12.5 20.5 16.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.4 0.3 0.1 0.2 4.5 0.6 3.7 02 0.6 3.9 1.2 Delay (s) 21.5 21.4 19.9 18.8 30.6 13.1 24.1 15.2 13.1 24.4 17.4 Level of Service C C B B C B C 8 B C B Approach Delay (s) 21.3 28.7 22.8 22.2 Approach LOS C C C C Rersection Summary HCM Average Control Delay 23.0 HCM Level of Service C HCM Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 11.0 Intersection Capacity Utilization 69.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC Existing - PM Peak Hour 40: Cherry & College (US 287 & State 14) 2/15/2010 Lane Configurations M t r T tt if I TT F Volume (vph) 196 103 82 41 101 52 54 717 46 84 770 184 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 11 12 12 12 12 12 12 12 12 12 Total Lost time (s) 3.0 3.0 3.0 2.0 3.0 2.0 3.0 3.0 2.0 3.0 3.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3090 1676 1350 1593 1591 1562 3008 1326 1562 3008 1357 FIt Permitted 0.39 1.00 1.00 0.68 1.00 0.21 1.00 1.00 0.22 1,00 1.00 Satd Flow (perm) 1294 1676 1350 1144 1591 343 3008 1326 363 3008 1357 Peak -hour factor, PHF 0.89 0.89 0.89 0.85 035 0.85 0.87 0.87 0.87 0.90 0.90 0.90 Adj. Flow (vph) 220 116 92 48 119 61 62 824 53 93 856 204 RTOR Reduction (vph) 0 0 66 0 23 0 0 0 20 0 0 88 Lane Group Flow (vph) 220 116 26 48 157 0 62 824 33 93 856 116 Confl. Peds.(#Ihr) 6 15 4 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 8% 4% 4% 8% 4% Turn Type pm+pt Perm pm+pt pm+pt Perm pm+pt Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 6 6 2 2 Actuated Green, G (s) 27.7 19.5 19.5 17.5 13.3 36.7 31.3 31.3 36.9 31.4 31.4 Effective Green, g (s) 29.7 22.5 22.5 21.5 16.3 40.7 33.8 33.8 40.9 33.9 33.9 Actuated g/C Ratio 0.37 0.28 0.28 0.27 0.20 0.51 0.42 0.42 0.51 0.42 0.42 Clearance Time (s) 5.0 6.0 6.0 4.0 6.0 4.0 5.5 5.5 4.0 5.5 5.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 734 471 380 "' 342 324 287 1271 560 298 1275 575 v!s Ratio Prot c0.04 0.07 0.01 c0.10 0.02 0.27 c0.03 c0.28 v/s Ratio Penn 0.07 0.02 0.03 0.09 0.03 0.13 0.09 v/c Ratio 0.30 0.25 0.07 0.14 0.48 0.22 0,65 0.06 0.31 0.67 0.20 Uniform Delay, dl 17.4 222 21.1 22.1 28.1 11.1 18.4 13.7 11.2 18.6 14.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.3 0.1 0.2 1.1 0.4 2.6 0.2 0.6 2.8 0.8 Delay (s) 17.6 22.5 21.1 22.2 29.3 11.5 20.9 13.9 11.8 21.4 15.3 Level of Service 8 C C- C C B C B B C B Approach Delay is) 19.7 27.8 19.9 19.5 Approach LOS B C B B Intecseotian Summary . HCM Average Control Delay 20A HCM Level of Service C HCM Volume to Capacity ratio 6.52 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 56.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC Existing - Noon Peak Hour Cherry Street / College Avenue (US 287) 4: Cherry & Howes St 2/15/2010 —0- 4-- 4\ /0, Lane Configurations T* '� + r Volume (veh/h) 293 20 76 298 5 67 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Houdy flow rate (vph) 345 24 89 351 6 79 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1065 pX, platoon unblocked vC, conflicting volume 368 886 356 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 368 886 356 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 92 98 89 cM capaaly(veh/h) 1190 291 688 Direction, Lane # EB 1 VtB 1 VVB 2 NB 1 NB 2 Volume Total 368 89 351 6 79 Volume Left 0 89 0 6 0 Volume Right 24 0 0 0 79 cSH 1700 1190 1700 291 688 Volume to Capacity 0.22 0.08 0.21 0.02 0.11 Queue Length 95th (ft) 0 6 0 2 10 Control Delay (s) 0.0 8.3 0.0 17.6 10.9 Lane LOS A C B Approach Delay (s) 0.0 1.7 11.4 Approach LOS B Irttefsetton Summary Average Delay 1.9 Intersection Capacity Utilization 34.2% ICU Level of Service A Analysis Period (min) 15 FH410002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 + Site - Noon Peak Hour 4: Cherry & Howes St 2/15/2010 � 7 ' ~ Lane Configurations - t I F Volume (vehlh) 290 20 75 295 5 65 Sign Control Free Free Stop Grade 0% ° ° Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 341 _ 24 88 347 6 76 Pedestrians 1 Lane Width (ft)� Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None ' Median storage veh) Upstream signal (ft) 1065 , pX, platoon unblocked vC, conflicting volume 365' 876 353 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 365 876 353 tC, single (s) 4.1 6.4 62� _.._ . IC. 2 stage (s) IF (s) 2.2 3.5 3.3 p0 queue free % 93 98 89 cM capacity(veh/h) 1194 296 691 Volume Total 365 88 347' 6 76mg p } Volume Left 0 88 0 6 0 Volume Right 24 0 0 0 76 cSH 1700 1194 1700 296 691 Volume to Capacity 0.21 0.07 0,20 0_02 0.11 Queue Length 95th (ft) 0 6 0 2 9 Control Delay (s) 0.0 8.3 0.0 174 10 9 � max Lane LOS A C B Approach Delay (s) e 0.0 1.7 11.3 Approach LOS B Average Delay 1.9 Intersection Capacity Utilization 34.0% ICU Level of Service A Analysis Period (min) 15 FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 Background - Noon Peak Hour 4: Cherry & Howes St 2/15/2010 --10- --t ~ /� Lane Configurations Volume (veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1. stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s)_ Approach LOS & I f 1 265 28 113 281 5 Free Free Stop 0% 0% 0% 0.85 0.85 0.85 0.85 0.85 312 33 133 , 331 6 None None 1065 345 61 0.85 72 925 328` E8-fa:,3NB1,_�}2�11dB1 NB2 �. 345 133 331 `' 6 1,2 0 133 0 6 0 33 0 0 0 72 �. 1700 1214 1700 266 713 0.20 0.11 0.19 0.02 0.10 0 9 0 2 8 0.0 8.3 0.0 18.8 10.6 A C B 0.0 2.4 11.2 B Average Delay 2.2 Intersection Capacity Utilization 35.2°% ICU Level of Service ,A Analysis Period (min) 15 FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC Existing - Noon Peak Hour Cherry Street / Howes Street 1: Cherry & Mason 2115l2010 Mo EBL",'--."A0T EBR WBL UNIT WBR NBL' � • , , <_ Bf2 Lane Configurations tl� T+ 44 r �+ Volume (vehlh) 10 400 15 50 400 38 30 17 110 43 12 14 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.92 0.92 0.92 0.93 0.93 0.93 0.85 0.85 0.85 Hourly flow rate (vph) 11 460 17 54 435 41 32 18 118 51 14 16 Pedestrians Lane Width (ft) Walking Speed (fUs) Percent Blockage Right turn flare (veh) 5 Median type None None Median storage veh) Upstream signal (ft) 565 pX, platoon unblocked vC, conflicting volume 476 477 1058 1076 239 826 1064 455 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 476 477 1058 1076 239 826 1064 455 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 95 79 91 84 75 93 97 cM capacity (veh/h) 1082 1081 157 205 763 199 208 552 @Aron, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 NB 1 SB 1 Volume Total 11 307 170 54 476 169 81 Volume Left 11 0 0 54 0 32 51 Volume Right 0 0 17 0 41 118 16 cSH 1082 1700 1700 1081 1700 582 230 Volume to Capacity 0.01 0.18 0.10 0.05 0.28 0.29 0.35 Queue Length 95th (ft) 1 0 0 4 0 30 38 Control Delay Is) 8.4 0.0 0.0 8.5 0.0 17.6 28.9 Lane LOS A A C D Approach Delay (s) 0.2 0.9 17.6 28.9 Approach LOS C D Iniersec4ortSummary s,16441 Average Delay 4.6 Intersection Capacity Utilizabon 47.2% ICU Level of Service A Analysis Period (min) 15 FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 + Site - Noon Peak Hour 1: Cherry & Mason 2/15/2010 =F**# -EBI.%' ``EBT EBR . "1NBL ' VBT WSR NBL NBT NBR SBL 88T 'SBR Lane Configurations tt T+ +T ?1 44 Volume (veh/h) 11 335 15 35 470 13 60 16 140 27 2 6 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.87 0.87 0.87 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 13 394 18 40 540 15 71 19 165 32 2 7 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) 5 Median type None None Median storage veh) Upstream signal (ft) 500 565 pX, platoon unblocked vC, conflicting volume 555 412 1058 1064 206 861 1066 548 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 555 412 1058 1064 206 861 1066 548 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 22 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 96 58 91 79 82 99 99 cM capacity (veh/h) 1011 1144 169 211 801 178 210 480 D# �ll2 BB3, WWI W'B2 1�s�sP.589 Am�a��. �= Volume Total 13 263 149 40 555 254 41 .ter.>°.. - Volume Left 13 0 0 40 0 71 32 Volume Right 0 0 18 0 15 165 7 cSH 1011 1700 1700 1144 1700 504 202 Volume to Capacity 0.01 0.15 0.09 0.04 0.33 0.50 0.20 Queue Length 95th (ft) 1 0 0 3 0 70 19 Control Delay (s) 8.6 0.0 0.0 8.3 0.0 22.5 27.4 Lane LOS A A C D Approach Delay (s) 0.3 a: M60.6 22.5 27.4 Approach LOS C D Average Delay 5.5 Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 FH#10002 - Ft Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 + Site - PM Peak Hour 1: Cherry & Mason 2/15/2010 T "BBR Lane Configurations tT 4� Volume (veh/h) 10 335 15 35 470 10 60 15 140 20 0 5 Sign Control Free Free Stop Stop Grade 0%u 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.87 0.87 0.87 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 12 394 18 40 540 11 71 18 165 24 0 6 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) 5 Median type None None Median storage veh) Upstream signal (ft) 565 pX, platoon unblocked vC, conflicting volume 552 412 1053 1059 206 856 1062 546 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 552 412 1053 1059 206 856 1062 546 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 96 59 92 79 87 100 99 cM capacity (veh!th' 1014 1144 172 213 801 180 212 482 Q` djkiline # ES 1 E82 EB 3 WB 1 WB 2 NB 1 SB 1 Volume Total 12 263 149 40 552 253 29 Volume Left 12 0 0 40 0 71 2u. Volume Right 0 0 18 0 11 165 6 cSH 1014 1700 1700 1144 1700 516 206 Volume to Capacity 0.01 0,15 0.09 0.04 0.32 0.49 0.14 Queue Length 95th (ft) 1 0 0 3 0 67 12 Control Delay (s) 8.6 0.0 0.0 8.3 0.0 21.9 25.3 Lane LOS A A C D Approach Delay (s) 0.2 0.6 21.9 25.3 Approach LOS C D f�USiirtSaty Average Delay 5.2 Intersection Capacity Utilization 43.8% ICU Level of Service A Analysis Period (min) 15 FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 Background - PM Peak Hour 1: Cherry & Mason 2/1512010 Mover t _' �I 81 : a BR 'WBL- a T.: 9fi` if1C K -BR Lane Configurations 11� 4+ Volume (vehlh) 5 400 15 50 400 15 30 10 110 20 5 10 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.92 0.92 0.92 0.93 0.93 0.93 0.85 0.85 0.85 Hourly flow rate (vph) 6 460 17 54 435 16 32 11 118 24 6 12 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) 5 Median type None None Median storage veh) Upstream signal (ft) 565 pX, platoon unblocked vC, conflicting volume 451 477 1038 1040 239 798 1040 443 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 451 477 1038 1040 239 798 1040 443 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 95 81 95 84 89 97 98 cM capacity (vehhh) 1106 1081 170 216 763 216 216 562 D' n,iane<F 4; EB1 £62 E63 dNB'�7 B '•.tB1 Volume Total 6 307 170 54 451 161 - 41 Volume Left 6 0 0 54 0 32 24 Volume Right 0 0 17 0 16 118 12 " cSH 1106 1700 1700 1081 1700 681 262 Volume to Capacity 0.01 0.18 0.10 0.05 0.27 0.24 0.16 Queue Length 95th (ft) 0 0 0 4 0 23 14 Control Delay (s) 8.3 0.0 0.0 8.5 0.0 16.0 21.3 Lane LOS A A C C Approach Delay (s) 0.1 0.9 16.0 21.3 Approach LOS C C Average Delay 3.3 Intersection Capacity Utilization 43.9% ICU Level of Service A _ ,_ Analysis Period (min) 15 FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC 2015 Background - Noon Peak Hour 1: Cherry & Mason 2/15/2010 - `- 1 ��f ----1.t ` ��R' � .�-� �` . ' "".�V$R =� ; R� µ. �_ N� _`vBT ; =sBR Lane Configurations ++ 1 + r 4► Volume (veh/h) 9 322 0 0 475 11 53 13 131 18 0 5 Sign Control Free Free Stop Stop Grade 0% 0% O% O% Peak Hour Factor 0.85 0.85 0.85 0.87 0.87 0.87 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 11 379 0 0 546 13 62 15 154 21 0 6 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) 5 Median type None None Median storage veh) Upstream signal (ft) 565 pX, platoon unblocked 0.97 0.97 0.97 0.97 0.97 0.97 vC, conflicting volume 559 379 958 959 189 771 952 552 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 528 379 941 941 189 747 935 522 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 - ' 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 70 94 81 91 100 99 cM capacity (veh/h) 1003 1176 207 251 820 224 253 484 Direction; Lane # EB 1 EB 2 EB 3 WB 1 - NB 1 NB 2 SB 1 Volume Total 11 189 189 559 62 169 27 Volume Left 11 0 0 0 62 0 21 Volume Right 0 0 0 13 0 154 6 cSH 1003 1700 1700 1700 207 902 254 Volume to Capacity 0.01 0.11 0.11 0.33 0.30 0.19 0.11 Queue Length 95th (ft) 1 0 0 0 30 17 9 Control Delay (s) 8.6 0.0 0.0 0.0 29.7 11.3 20.9 Lane LOS A D B C Approach Delay (s) 0.2 0.0 16.2 20.9 Approach LOS C C kkrii fi- Summary Average Delay 3.7 Intersection Capacity Utilization 40.3% ICU Level of Service A Analysis Period (min) 15 FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC Existing - PM Peak Hour 1: Cherry & Mason 2/15/2010 -� t �► 1 d BR' L, ' ° - WBIR ' NBt ` NBT 1E3R SBL 58T . Y BR Lane Configurations tt t r 41� Volume (vehith)'= 5 384 0 0 432 15 29 10 102 20 0 10 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.92 0.92 0.92 0.93 0.93 0.93 0.85 0.85 0.85 Hourly flow rate (vph) 6,� 441 U 0, 470 16, 11, .110 24 0 12 Pedestrians Lane Width (ft) Walking Speed (tt/s) Percent Blockage a 104� � I Right turn flare (veh) ice. =k,,� 5 . Median type None None Median storage veh) Upstream signal (ft) 565 pX, platoon unblocked vC, conflicting volume 486 441 942 939 221 715 931 478 vC1, stage 1 co f vol vC2, stage 2 conf vol vCu, unblocked vol 486 441 942 939 221 715 931 478 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 85 96 86 91 100 98 cM capacity (veh/h) 1073 1115 212 261 783 264 264 534 Dir'ec EB1::'B2 EB.31 1NB1 NB I' .1~1B2 Volume Total 6 221 221 486 31 120 35 Volume Left 6 0 0 0 31 0 24 Volume Right 0 0 0 16 0 110 12 cSH 1073 1700 1700 1700 212 860 317 Volume to Capacity 0.01 0.13 0.13 0.29. 0.15 0.14 0.11 Queue Length 95th (ft) 0 0 0 0 13 12 9 Control Delay (s) 8A _0.0 0.0 0.0 24.9 11.2 17.8 Lane LOS A C B C Approach Delay (s) 0.1 0.0 14.0 Approach LOS B C Average Delay 2.5 Intersection Capacity Utilization 38.7% ICU Level of Service �;, A • . Analysis Period (min) 15 A� ilk FH#10002 - Ft. Collins Discovery Museum TIS Synchro 7 - Report Fox Higgins Transportation Group, LLC Existing - Noon Peak Hour Cherry Street / Mason Street INTERSECTION CAPACITY ANALYSIS WORKSHEETS F0X CMMEM TRANSPORTATION GROUP LEVEL OF SERVICE DEFINITIONS In rating roadway and intersection operating conditions with existing or future traffic volumes, "Levels of Service" (LOS) A through F are used, with LOS A indicating very good operation and LOS, F indicating poor operation. Levels of service at signalized and unsignalized intersections are closely associated with vehicle delays experienced in seconds per. vehicle. More complete level of service definitions and delay data for signal and stop sign controlled intersections are contained in the following table for reference. . Level Delay in seconds per vehicle (a) of Service Rating Signalized . Unsignaltzed Definition Low vehicular traffic volumes; primarily free flow operations. Density is low A 0.0 to 10.0 0.0 to 10.0 and vehicles can freely maneuver within the traffic stream. Drivers are able to maintain their desired speeds with little or no delay. Stable vehicular traffic volume flow with potential for some restriction of operating speeds due to traffic conditions. Vehicle maneuvering is only B 10.1 to 20.0 10.1 to 15.0 slightly restricted. The stopped delays are not bothersome and drivers are not subject to appreciable tension. Stable traffic operations, however the ability for vehicles to maneuver is more C 20:1 to 35.0 15.1 to 25.0 restricted by the increase in traffic volumes. Relatively satisfactory operating speeds prevail, but adverse signal coordination or longer vehicle queues cause delays along the corridor. Approaching unstable vehicular traffic flow where small increases in volume could cause substantial delays. Most drivers are restricted in ability to D 35.1 to 55.0 25.1 to 35.0 maneuver and selection of travel speeds due to congestion. Driver comfort and convenience are low, but tolerable. Traffic operations characterized by significant approach delays and average travel speeds of one-half to one-third the free flow speed. Vehicular flow is E 55.1 to 80.0 35.1 to 50.0 unstable and there is potential for stoppages of brief duration. High signal density, extensive vehicle queuing, or corridor signal progression/timing are the typical causes of vehicle delays at signalized corridors. Forced vehicular traffic flow and operations with high approach delays at F > 80.0 > 50.0 critical intersections. Vehicle speeds are reduced substantially and stoppages may occur _ for short or long periods of time because of downstream congestion. (a) Delay ranges based on 2000 Highway Capacity Manual criteria. LEVEL OF SERVICE DEFINITIONS *wc ea.mpatW Awte Aw This is your address Your City, State ZipCode North/South Street: College Your 7agline Here File Name : College & Cherry 3-25-09 East/West Street: CherryWllow Site Code : 00000040 Time: _ Start Date 3125/2009. ICU Number: 40 Page No :1 College L Willow College N B Cherry r/t .From North ✓ From East W 15 From South From West Ib V tart Tim Right I Thru I Left I ATw Right to I Left .Twi Right I Thtu I Left I AM. T. l Ri ht Thru LeftAm.T. Int.To l 07:30 47 194 12 253 5 13 4 22 9 84 12 105 28 32 26 86 466 07.45 79 192 19 289 14 16 1 31 7 149 19 175 37 41 39 117 612 Total 126 386 30 542 19 29 5 53 16 233 31 280 65 73 65 203 1078 08:15 I 75 143 1 16 234 I 5 13 -4 22 I 15 109 16 140 I 32 26 33 91 I 487 •�� BREAK ��• Total 152 333 34 519 13 40 11 64 21 225 33 279 68 64 70 202 1064 BREAK ��• '12ti0 53 162 18 233 9 33 9 51 12 165 13 190 21 31 55 107 1 581 1*'H 45 190 22 257 15 32 10 57 16 178 7 201 20 -24 42 86 601 S' 40 191 17 248 15 19 13 47 7 172 20 199 18 23 48 89 583 27 300 13 17 9 3 4 227 23 25 51 99 665 Told 184 770 84 1038 52 101 41 194 1 46 717 54 817 82 103 .196 391 2430 •,• BREAK ••• .. 1&30 I 43 203 14 260 I 17 38 11 66 I 13 181 II 205 I 20 23 69 112 I 643 I&AS 52 188 22 262 20 32 18 70 14 159 17 190 19 30 99 148 670 Total 1 95 391 36 522 37 70 29 -136 1 27 340 28 395 39 53 1680 1260 1313 p A'A 0 C61 agti 17�0 65 206 IS 289 20 64 14 98 14 201 14 r 229 19 34 100 153 769 -:-173, 7.15 69 185 l7 271 24_ 57 8 89 4 203 25 23 t 24 -35 .84 14 389 Grand Total - -691 2271- - 219 3181 '0165 361 108 63411128 1919 185 2232 297 362 683 1342 7389 Apprrh % 21.7 71.4 6.9 - 26 56.9 17 5.7 86 8.3 22.1 27 50.9 Total % 9.4 30.7 - 3 43.1 2.2 4.9 1.5 8.6 1.7 26 2.5 30.2 4 4.9 9.2 18.2 AN kz T 1 ( / 352 l 01 V- �9 rk H Navjoy Consulting. Services Inc. 1385 S Colorado Blvd, Suite A-707 Denver, CO 80222 303-688-0676 r_.......- o.:..fea_ a File Name : Cherry & Howes-1 1-6 Site Code : 1 Start Date : 1/28/2010 Page No : 1 HOWES- - CHERRY HOWES CHERRY Southbound Westbound Northbound Eastbound Start Time Lef1T Thru F Right Peds Left Thru I Right Peds Left Thru Right Peds Left Thru I Right Peds Inc Total 11:00 AM 0 0 0 0 22 40 0 0 2 0 7 0 2 39 3 0 115 11:15 AM 0 0 0 0 25 54 0 0 2 1 13 0 0 53 6 0 154 11:30 AM 0 0 0 0 22 40 0 0 1 0 14 0 2 45 3 0 127 11:45 AM 0 0 0 0 23 49 0 0 1 0 6 0 0 46 5 0 130 Total 0. 0 0 0 92 183 0 0 6 1 40 01 4 183 17 0 526 12:00 PM 0 0 0 1 32 61 0 0 2 0 11 1 0 84 8 0 200 12:15 PM 0 0. 0 1 30 56 0 0 1 0 21 0 1 53 7 0 170 12:30 PM 0 0 0 0 22 94 0 0 1 0 10 0 0 62 5 0 194 12:45 PM 0 0 1 0 29 70 0 0 1 0 19 0 0 66 8 0 194 Total 0 0 1 2 113 281 0 0 5 0 61 1 1 1 265 28 0 758 01:00 PM 0 0 0 1 21 61 0 0 1 0 7 1 0 75 7 1 175 01:15 PM 0 0 0 0 23 56 0 0 4 0 9 0 0 63 4 0 159 01:30 PM 0 0 0 0 22 78 0 0 4 0 15 0 0 66 3 0 188 01:45 PM 0 0 0 1 34 52 0 0 4 0 18 0 0 38 2 0 149 Total 0 0 0 2 100 247 0 0 13 0 49 1 1 0 242 16 1 671 02:00 PM 0 0 0 0 34 56 0 0 3 0 7 0 0 59 7 0 166 02:15 PM 0 .0 0 0 21 52 0 0 5 0 14 0 0 46 8 0 146 02:30 PM 0 0 0 0 30 98 0 0 3 0 10 1 0 65 5 0 212 02:45 PM 0 0 0 0 38 77 0 0 2 0 9 0 0 55 5 0 186 Total 0 0 0 0 123 283 0 0 13 0 40 1 1 0 225 25 0 710 03:00 PM 0 0 0 0 45 134 0 0 10 0 12 2 0 51 7 1 262 03:15 PM 0 0 0 0 23 72 0 0 2 0 10.. 0 0 44 6 1 158 Grand Total 0 0 1 4 496 1200 0 0 49 1 212 5 5 1010 99 3 3085 Apprch % 0 0 20 80 29.2 70.8 0 0 18.4 0.4 79.4 1.9 0.4 90.4 8.9 0.3 Total % 0 0 0 0.1 16.1 38.9 0 0 1.6 0 6.9 0.2 0.2 32.7 3.2 0.1 Nayjoy Consulting Services Inc. 1385 S Colorado Blvd, Suite A-707 Denver, CO 80222 303-688-0676 File Name : cherry & mason-1 1-6 Site Code :2 Start Date : 1/28/2010 Page No : 1 MASON Southbound CHERRY Westbound CHERRY Eastbound Start Time Left Thru Right Peds Left Thru Right PedsPeds Left Thru Right Peds Int. Total 11:00 AM 4 0 5 1 0 57 2 00 ft723 0 53 0 1 150 11:15 AM 3 0 1 1 0 81 2 00 2 69 0 0 188 11:30 AM ""' 5 0 1 0 0 52 0 00 2 74 0 0 170 11:45 AM 7 0 4 0 0 77 3 12 0 44 0 1 173 Total 19 0 11 2 0 267 7 1 1 24. 13 89 21 4 240 0 2 681 12:00 PM 3 0 0 2 0 104 5 0 9 2 26 0 2 110 0 1 264 12:15 PM 4 0 1 1 0 99 2 0 3 1 24 6 2 107 0 0 250" 12:30 PM 2 0 2 0 0 112 3 0 9 1 28 0 0 80 0 0 237 - 12:45 PM 11 0 7 2. 0 117 5 0 8 6 24 0 1 87 0 0 268 Total 20 0 .10 51 0 432 15 0 29 10 102 6 5 384 0 1 1019 01:00 PM 4 0 1 6 0 99 3 0 8 0 27 0 1 100 0 2 251 01:15 PM 1 0 2 2 0 87 3 0 7 3 28 1 2 71 0 0 207 01:30 PM . 2 0 1 0 0 113 3 0 8 2 22 0 1 91 0 0 243 01:45 PM 5 0" 4 3 0 104 4. 0 7 1 17 1 1 51 0 0 198 Total 12 0 8 11 0 403 13 01 30 6 94 2 5 313 0 2 899 02:00 PM 2 0 7 2 0 86 9 2 7 2 19 0 5 58 0 0 199 02:15 PM 5 0 7 3 0 93 2 0 6 2 29 0 3 56 0 2 208 02:30 PM 5 0 3 0 0 130 4 1 10 3 34 0 4 98 0 4 296 02:45 PM 9 0 3 0 0 123 7 1 7 5 33 0 8 71 0 1 268 Total 21 0 20 5 1 0 432 22 4 30 12 115 0 20 283 0 7 971 03:00 PM 7 0 3 0 0 213 3 0 19 1 32 1 10 87 1 1 378 03:15 PM 6 0 6 0 1 106 3 0 12 3 14 0 0 63 0 0 214 03:30 PM 3 0 1 0 0 93 6 1 12 2 27 0 2 74 0 0 221 03:45 PM 8 0 3 0 0 90 7 0 13 4 30 1 0 75 0 0 231 Total 24 0 13 0 1 1 502 19 1 56 10 103 2 12 299 1 1 1044 04:00 PM 10 0 5 1 0 99 3 0 7 2 28 3 4 64 0 0 226 04:15 PM 9 0 3 1 0 121 2 0 19 3 34 0 1 70 0 0 263 04:30 PM 6 0. 2 0 0 120 3 0 15 1 37 0 2 79 0 0 265 04:45 PM 3 0 3 0 0 135 4 0 16 5 37 0 2 105 0 0 310 Total 28 0 13 2 0 475 12 0 57 11 136 3 9 318 0 0 1064 05:00 PM 6 0 0 0 0 105 3 0 12 3 31 0 4 59 0 0 223 05:15 PM 3 0 0 0 0 115 1 2 10 4 26 0 1 79 0 0 241 05:30 PM 2 0 1 0 0 108 3 0 13 2 21 0 5 59 0 0 214 05:45 PM 2 0 2 0 0 81 1 1 12 0 31 0 4 53 0 0 187 Total 13 0 3 01 0 409 8 3 47 9 109 0 14 250 0 0 865 Grand 296.5 6543 Apprc I 57.1 31 10.4 I 6 1.4 I l% 0 2 0 1.2 0.1 4.7 1.1 .4 1 1 391 9 0 0 2 EXISTING INTERSECTION COUNT SHEETS. —�+_`L Tl1a/�IIQAYaTIIIY QOOYT y �J i I.IQW C S 4 Sy, 9nee1 ai l Chapter — Attachments Attachment A Transportation Impact Study Base. Assumptions Project Information Project Name �T c2c . vS - Sc1 �i1Gt= C� i Project Location TIS Assumptions Type of Study Full: Intermediate: Study Area Boundaries North: r South: �t f East: �d��o ? West: Study Years Short Range: Long Range: Future Traffic Growth Rate Ust s i� 4 Study Intersections 1. All accYss drives 5. 2. qe 6. 3. /yQ 0 7• Time Period for Study99-9 90 PM: 4:00-6:00 Noon: Trip Generation Rates f /,5-%� t clwril t'jlnci(t n Trip Adjustment Factors . Passby: A ow,n`.d MO Captive /vim Market: Overall Trip Distribution SEE ATTACHED SKETCH —Sohn Mode Split Assumptions h� Committed Roadway Improvements . Other Traffic Studies Areas Requiring Special Study U GY1 apt o�9rv/ /' Date: /— � 7S - 20 Traffic Engineer: Local Entity Engineer: a3iu Page 4-34 Larimer County Urban Area Street Standards — Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins 000(1-/47 % b clr itrlt' V, A "M/ 7f►bws CITY BASE ASSUMPTIONS WORKSHEET i APPENDIX City Base Assumptions Worksheet Existing Intersection Count Sheets Level of Service Definitions Intersection Capacity Worksheets 1. Cherry Street / Mason Street 2. Cherry Street / Howes Street 3. Cherry Street / College Avenue (US 287) 4. Mason Street/ Site Access 3 +1 r M I( L _ ' s m r s ILI , r 41 .., ..� PAk! HIGGINS 293/--� sro 298/-- 20/-- %-76/-- /01 \ \ I � � I I � J Lo �.. _.._..1 N O no i K00 1 /0 STOP 1i m (Pe n"t Open Spam) !' N 34/10 Q �Ln I I I O M _ ` MosOn SITE N N I3. 3. I 0 O 2 N KEY xx / xx Noon/PM Peak Hour Volumes St. L.._.. 0 \ N O � C0 N N \ \\ � N � 10/11�� 38/13 400/335—' STOP �400/470 15/15� �50/35 1} /' 0 Lo C) M r, O / No \ NoLn O 00 O N1O1J`\�01 {/ II `. 214/378: • �55/85 114/132, • 109/201 95/87--'N • r 45/55 / \ \ roO Ln O \ oLn un FOX TRAM S PO R T A T I ON Q R O UP FT. COLLINS DISCOVERY MUSEUM PROJECT TRAFFIC IMPACT STUDY YEAR 2015 + SITE GENERATED PEAK HOUR TRAFFIC VOLUMES FH Project # 10002 Original Scale 1'=250- Date 02/25/10 Drawn by JAH Figure # 7 00 i i 1 /0. (PH 0 STOP 34/10 c o Ln rn \ \ I \I \ Mcsc \� �\ l N I= KEY xx / xx— Noon/PM Peak Hour Volumes SITE FOX TRANSPORTATION OROUP FT. COLLINS DISCOVERY MUSEUM PROJECT TRAFFIC IMPACT STUDY SITE GENERATED PEAK HOUR TRAFFIC VOLUMES FH Project # 10002 Original Scale 1"=250' Date 02/25110 1 Drawn by JAH I Figure # 6 FOX TRANS P O R T A T I O N G ROU P FT. COLLINS DISCOVERY MUSEUM PROJECT TRAFFIC IMPACT STUDY SITE DISTRIBUTION PERCENTAGES FH Project # 10002 Original Scale 1"=200- Date 02/25/10 Drawn by JAH Figure # 5 290/-- 295/-- 20/--� sro ,r un I I \ ILID 3 O I KEY xx / xx— Noon/PM Peak Hour Volumes N "—nand Open Space) On I I I I L. I` SITE 1 MOSOn l Ct St. ...... C 0 w Or400/335�STO 15/10400/470" 50/35 / 00 \ I\n O fl- \ O 00 O 205/375 y 0 \,�._55/85 110/130 • 105/200 85/851 45/55 i o 00 Lo o 0 \ / coo o 0 / un LC) 4- S� FOX TRANSPORTATION o RDU P FT. COLLINS DISCOVERY MUSEUM PROJECT TRAFFIC IMPACT STUDY YEAR 2015 BACKGROUND PEAK HOUR TRAFFIC VOLUMES FH Project # 10002 Original Scale 1e=250' Date 02/25/10 Drawn by JAH Figure # 4 / N r \ 00 O \ , r d' r 00 •11I11. 352 :5�j \,_52/81 122-- • 101/191 /82� �'41 /51 In Lo u FOX T R A N S PC R T A T I O N o R o u P FT. COLLINS DISCOVERY MUSEUM PROJECT TRAFFIC IMPACT STUDY EXISTING PEAK HOUR TRAFFIC VOLUMES FH Project # 10002 Original Scale 1"=250- Date 02/25/10 Drawn by JAH Figure # 3 I (Site continues to the north as r permanent open space))) r I I r fA r a FOXMIFEIEMPI TRANS P O R T A T I O N G R O U P FT. COLLINS DISCOVERY MUSEUM PROJECT TRAFFIC IMPACT STUDY SITE PLAN FH Project # 10002 Original Scale 1"=120' Date 02/25/10 Drawn by JAH T Figure # 2 Vine Dr. 1 N J Lee Madnez Park PROJECT SITE �eR Moron go Cherry St. Heritage Park \ oy Sf mow• 1 MaDle St. z� I �Sa ul N N N N. Transit r Center �� iPFfo 0 E o t c � = S f 3 N La orte Ave. a \ y` d a� U Mountain Ave. FOX TRANSPORTATION m R o L P FT. COLLINS DISCOVERY MUSEUM PROJECT TRAFFIC IMPACT STUDY SITE VICINITY FH Project # 10002 Original Scale 1»=600- Date 02/25/10 Drawn by JAH Figure # 1 FOX rn��e•o....,e,. one,.• Table 4. Bicycle Level Of Service Worksheet Project: Fort Collins Discovery Museum and Science Center fl Level of Service - Connectivity Minimum Actual Proposed Specific Connections to lority Sites: Destination Destination Area Number Description of Destination within 1320' Classification Base Connectivi : C A A 1 Poudre Trail and Park Recreation Site B A A 2 Mason St. Corridor and Civic Campus Community and Neighborhood B A A lincluding Transit Center Commercial Center 3 College Ave. Retail, Office, etc. i B A A 4 Residential neighborhoods to the West Residential Area N B A A and Southwest i 5 Heritage Park Area East of College Ave. Recreational Site B A A and surrounding Industrial area 6 P e. 7 Fox ©ice - TDAM�/DA fAf.IDw D.�DYI Table 3. Pedestrian Level Of Service Worksheet Project: Fort Collins Discovery Museum and Science Center Project Location Classification: Pedestrian District Destination Number Description of Destination within 1320' Destination Area Classification Level of Service minimum based on project location classification Directness Continuity Street Crossings Visual Interest and Amenities Security 1 Poudre Trail and Park Pedestrian District Minimum A A B A A Actual A A A A A Proposed A A A A A 2 Mason St. Corridor and Civic Campus Pedestrian District Minimum A A B A A including Transit Center Actual A A' A A A Proposed A A• A A A 3 College Ave. Retail, Office, etc. Pedestrian District Minimum A A B A A Actual A A' A A A Proposed A A• A A A 4 Residential neighborhoods to the West Pedestrian District Minimum A A B A A and Southwest Actual A A' A A A Proposed A A' A A A 5 Heritage Park Area East of College Ave. Pedestrian District Minimum A A B A A and surrounding Industrial area Actual A A' B A A Proposed A A' B A A 6 Minimum Actual Proposed 7 Minimum Actual Proposed The existing historic sidewalk grid system is largely complete throughout the area and will be enhanced with additional development and redevelopment. Some sidewalk widths and detachments do not meet current City standards but are very servicable and part of a well connected system. Thus, LOS A. FH#10002 Ft Collins Discovery Museum Project Intermediate Traffic Impact Study a Tahlla9 WaakdavTrinGeneration Estimates 'g. Average ,Dallyj p.s k- Hlqur TOP P Hour ...0riVrh-p ... ANboN , n Altd,,Total V Total",, A Museum 55.0 1,000 S.F. 283 142 141 -- 70 35. 35 15 5 10 283 .142 141 70 35 1 35 15 5 10 2/15/2010 10002 tgen.XLS FH#10002. Ft. Collins Discovery Museum Project Intermediate Traffic Impact Study . 2/15/2010 Table t - Intersection Level of Service Summary (Weekdav) „Ex�ting =.` = Year'2015.Badigrcurid ,. x, 2015+.Site°, . . Irlterseclion and = Noon=Peaky , yPM Peak ,' 'Noon Peak "PM,Peak r Noon`Peakk _°PW'PeakL:` CriticaCMovements,`= Defy. =LDS, Delay: S `,LO; Delay LOS ;Delay -LOS Delay: =L'OS; ,Delay LOS STOP SIGN CONTROL Chevy St / Mason St (4-way) 2.5 A 3.7 A 3.3 A 5.2 A 4.6 A 5.5 A Eastbound Approach Leg 0.1 A 0.2 A 0.1 A '0.2 A 0.2 A 0.3 A Eastbound Left., 8.4 A 8.6 A 8.3 . A 8.6 A 8.4 A 8.6 A Westbourid Approach Leg 0.0 A 0.0 A 0.9 .- . A 0.6 A 0.9 A 0.6 A Westbound Left - - - - 8.5 A 8.3 A 8.5 A 8.3 A' Northbound Approach Leg 14.0 B 16.2 C 16.0 C 21.9 C 17.6 C 22.5 C Northbound Left 24.9 C 29.7 D - - - Northbound Through 11.2 B 11.3 B - - - Northbound Left -Through - - - - 16.0 C 21.9 C 17.6 C 22.5 C Northbound Right 11.2 B 11.3 B 16.0 C 21.9 C 17.6 C . 22.5 C Southbound Left -Through -Right 17.8 C 20.9 C 21.3 C 25.3 D 28.9 D 27.4 D Cherry St /Howes St (3-way) 2.2 A - n/a 1.9 A - n/a 1.9 A - n/a Eastbound Approach Leg 0.0 A: - n/a 0.0 A - n/a 0.0 A - n/a Westbound Approach Leg . 2.4 A - n/a 1.7 A - n/a 1.7 A - n/a Westbound Left 8.3 A - r✓a 8.3 A - n/a 8.3 A - n/a Northbound. Approach Leg 11.2 B - r✓a 11.3 B - r✓a 11.4 B - n/a Northbound Left 18.8 C - rda 17.4 C - n/a 17.6 C = n/a Northbound Right 10.6 B - n/a 10.9 B - n/a 10.9 B n1a Mason St / Site Access (3-way) - - - - - - - - 2.4 A 1.2 A Westbound Approach Leg - - - - - - - 9.2 A 8.9 A Northbound Approach Leg - - - - - - - - 0.0 A 0.0 A Southbound Approach Leg - - - - - - - - 0.0 A 0.0 A SIGNAL CONTROL Cherry -Willow / Colleg Ave (4-way) 20.4 C 23.0 C 21.3 C 24.1 C 21.3 C 24.2 C Eastbound Left . 17.6 B 21.5 C 17.4 B 27.0. C 17.5 B 27.3 C Eastbound Through 22.5 C 21.4 C 22.3 C 23.1 C 22.3 C 23.2 C Eastbound Right 21.1 C 19.9 B 20.9 C 21.3 C 20.9 C 21.3 C Westbound Lef 22.2 C 18.8 B 22.1 C 18.6 B 22.1 C 18.6 B Westbound Through -Right 29.3 C 30.6 C 29.2 C 34.1 C 29.5 C 34.1 C Northbound Left 11.5 B 13.1 B 12.1 B 13.0 B 12.4 B 13.1 B Northbound Through 20.9 C 24.1 C 22.2 C 24.2 C 22.3 C 24.2 C Northbound Right 13.9 B 15.2 B 14.2 B 14.8 B 14.3 B 14.8 B Southbound Left 11.8 B 13.1 B 12.4 B 13.0 B 12.5 B 13.0 B Southbound Though 21.4 C 24.4 C 22.9 C 24.5 C 23.0 C 24.5 C Southbound Right 15.3 B 17.4 B 15.9 B 17.3 B 16.1 B 17.3 B (a) Delay represented in average seconds per vehicle. Stop Sign Control Delay LOS Criteria: LOS A = 0-10, LOS B = 10.1-15, LOS C = 15.1-25, LOS D = 25.1-35, LOS E = 35.1-50, LOS F> 50.1; Signal Control Delay LOS Criteria: LOS A = 0.10, LOS B = 10.1-20, LOS C = 20.1-M. LOS D = 35.1-55, LOSE = 55.1-80, LOS F> 80.1. Notes: Cherry St / Mason St intersection converted to 2-way traffic by Year 2010 - Cherry St / Howes St intersection analysis for noon peak hour peroid only 10002 LOSAs Ft Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study 11.0 CONCLUSION The Fort Collins Discovery Museum and Science Center project . is planned for the development of approximately 42,000 square feet of museum and science, center space on a currently vacant parcel of land.. The northern half of the site will never be developed as it is designated as permanent open space. The site is located on the northeast comer of the Cherry Street/ Mason Street intersection. For this project, an intermediate study has been completed to address existing and future traffic conditions within the site area per City standards. Because of the unique land use proposed, the site traffic Characteristics were estimates based on forecast visitors to.the museum. It was estimated that the site would generate approximately 285 daily one-way trips with 70 trips occurring during the noon peak hour period and 15 trips occurring during the evening peak hour period. The surrounding street network was reviewed to identify existing and future year 2015 operations. The Year 2015 traffic scenario was analyzed with and without the site generated traffic volumes to determine future roadway capacity operations of the surrounding street network. It was determined that the site generated traffic volumes associated with the Ft. Collins Discovery Museum project can be served by the existing adjacent roadway network.. The adjacent street network will adequately accommodate the minimal traffic increases associated with the development of the land use on site. The site development. will be served by the existing roadway system and all intersections will continue to operate within City level of service standards for motor vehicles. South of the site along Cherry Street and Mason Street, missing sidewalk links exists adjacent to parcels that are planned for development or redevelopment. With the Penny Flats project buildout, the missing sidewalks along these roadways will be constructed. For the museum project, a pedestrian improvement that should be considered is the installation of additional pedestrian crossing improvements across Cherry Street in the eastern crosswalk of the Cherry Street / Mason Street intersection. These improvements include re -application of the crosswalk bars and relocation of an existing sign. This location will serve a pedestrian traveling between the museum and the Downtown Transit Center and will improve the safety of crossing Cherry Street. This location also will serve the pathway spur that connects to the Poudre River Trail. Fox Higgins Transportation Group, I_I_c Page 12 March 30, 2010 Ft Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study 8.2 Potential Bicycle System Improvements As noted under potential pedestrian system improvements above, the pedestrian spine through the Penny Flats project and the enhanced path along the east side of Mason Street from Cherry Street to Maple Street will enhance the grid of off-street connections that could be used by bicyclists to access the museum. 8.3 Bicycle Level of Service A bicycle LOS evaluation was completed using procedures in the Multimodal Transportation Level of Service Manual for both existing and future conditions in the area. Connectivity is the primary criteria used in this process, and it has been applied to the same five destinations identified above in the pedestrian LOS. evaluation... The results of this LOS evaluation are summarized in Table 6. It can be seen that the existing and future bicycle system in the area exceed the minimum standards established by the City. 9.0 PUBLIC TRANSIT ACCESS The Fort Collins Discovery Museum and Science Center will be easily accessible by Transfort bus service. The site is one block north of the Downtown Transit Center. The pathway and pedestrian crossing improvements described above will improve the pedestrian access between the museum and the transit center. While this study did not require a transit level of service evaluation, it is clear that it is well connected to the City's transit system and transit access will be available. 10.0 SPECIAL STUDIES The daily traffic volume currently traveling on the section of Cherry Street west of Howes Street exceeds the City's collector street volume thresholds. The thresholds for collector streets is 5,000 vehicles per day. Just over 9,000 vehicles per day are traveling on this section of Cherry Street. Site traffic additions to the section of Cherry Street west of Howes Street are anticipated to be minimal at less than 25 vehicles in a 24-hour period. Any site added traffic would account for less than 1 /4 of a percentage point to the traffic. Considering that the museum trip generation estimates are most likely higher than will actually be generated by the site due to bussing and carpools, the minimal traffic additions to the section of Cherry Street west of Howes Street will not create any measurable impacts to the street section. Fox Higgins Transportation Group, LLC Page 11 March 30, 2010 Ft. Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study 7.3 Pedestrian Level of Service A pedestrian LOSS evaluation was completed using procedures in the Multimodal Transportation Level of Service Manual for both existing and future conditions in the area. As noted above, the study area.is in an area defined as a Pedestrian District. Key pedestrian destinations within the pedestrian study area that will link with the museum include: • Poudre Trail and Martinez Park • The Mason Street corridor with its mix of civic buildings and the Downtown Transit Center • The College Avenue corridor with its mix of retail and office uses • The residential neighborhoods to the west and southwest • The Heritage Park area east of College Avenue LOS criteria applied to connections in this evaluation include directness, continuity, street crossings, visual interest and amenities, and security. The results of this LOS evaluation are summarized in Table 4. It was determined that currentlevelsof service meet or exceed the minimum standards established by.the City for pedestrian districts. Pedestrians can currently access all of the destinations from the museum using the existing system of sidewalks, pathways and pedestrian crossings described above. The pedestrian LOS will be further enhanced by the addition of the pedestrian system improvements described above as the museum project is completed and adjacent parcels continue to develop or redevelop. 8.0 BICYCLE ACCESS AND LEVEL OF SERVICE This study has completed a bicycle LOS evaluation for bicycle access to the Fort Collins DiscoveryMuseum and Science Center using procedures outlined in.the City of Fort Collins Multimodal Transportation Level of Service Manual. 8.1 Existing Bicycle Facilities The museum site is directly served: by existing on -street bicycle lanes on both Mason Street and Cherry Street. The site is also accessed directly by a spur from the Poudre River Trail. These facilities provide connectivity to the city-wide system of bicycle facilities. Fox Higgins Transportation Group, LLC Page 10 March 30, 2010 Ft. Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study A sidewalk or shared use path connection will also likely be added to the east side of Mason Street from Maple Street to Cherry Street when this vacant parcel develops. This connection will replace the existing sidewalk that is attached to the east side of Mason Street in this block. This new pathway link will improve the access from the museum to the Downtown Transit Center for pedestrians. It will also improve the crossing of the railroad tracks in this block for off-street bicyclists by creating a perpendicular crossing of the tracks. Completion of the northern half of the Penny Flats project will provide the completion of a mid -block pedestrian connection between Cherry Street and Maple Street which will add to the pedestrian grid in the area. It will also add a sidewalk to the south side of Cherry Street. The eastern crosswalk across Cherry Street Mason Street / Cherry Street intersection will be an important crossing for pedestrians traveling between the museum and the transit center. It is projected that there will be 8 to 10 pedestrians per hour in this crosswalk during peak museum access times. This crosswalk also serves the pathway spur that connects to the Poudre River Trail. It is recommended that the crosswalk striping be re -applied (currently badly faded). It is also recommended that the pedestrian crossing warning sign (with diagonal down arrow) facing eastbound traffic on Cherry Street be relocated from. the southwest corner of the intersection to the southeast corner adjacent to the actual crosswalk (currently there is no marked crosswalk on the western leg of the intersection across Cherry Street). Fox Higgins Transportation Group, LLC Page 9 March 30, 2010 Ft. Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study 7.1 Existing Pedestrian Facilities The museum site is -located in an area that is currently well served by pedestrian facilities. It is at the north end of downtown Fort Collins, adjacent to Martinez Park and a trail spur connection to the Poudre River trail system. The museum site is directly adjacent to the intersection of N. Mason Street and Cherry Street which connects to the grid of roadways in the area. Figure 8 illustrates a circle with a'/< mile radius centered on the southwest corner of the museum site which defines the study area for pedestrian access to the museum. All roadways in the area have sidewalks (or a portion of a trail) along both sides with the exception of the south side of Cherry Street east of Howes Street and these missing links will be installed with adjacent development/redevelopment. The existing sidewalks were installed over time, using previous City standards, and have varying width and landscaped area between them and the roadway edge. These sidewalks are generally in good condition and provide a serviceable, well connected pedestrian network. A number of pedestrian crossings have been signed and marked across Cherry Street in the area, including the east and west crosswalks of the Mason Street / Cherry Street intersection. There is a mid -block crossing of Cherry between Mason Street and Howes Street that includes a pedestrian refuge island. There are pedestrian signals at the College Avenue / Cherry Street intersection to facilitate pedestrian crossings at that busy intersection. 7.2 Potential Pedestrian System Improvements A number of future improvements to the pedestrian system in the area are likely with the development or redevelopment of nearby parcels as follows: Sidewalks will be added along the south side of Cherry Street east of Howes Street when the adjacent parcels develop. Fox Higgins Transportation Group, LLC Page 8 March 30, 2010 Ft. Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study this site, the project will tie onsite pedestrian and vehicular access to the existing facilities that exist adjacent to the site. 6.2 Site Circulation and Access The site access and circulation proposed is consistent with City standards for safe ingress and egress for all modes of transportation. The site will be served by access connections to the existing external multi -modal system. The roadways will sufficiently serve the projected land use traffic. Pedestrian and bicycle access to / from the site is planned via sidewalk connections to adjacent roadways and on -street / off-street bike lanes. More detailed discussion of alternative travel mode analysis is contained in Sections 7-9. 6.3 Year 2015-plusSite Intersection Analysis The projected 2015 background volumes were added to the site generated volumes and are illustrated on Figure 7. The level of service criteria discussed in prior sections was applied to the study area intersections to determine impacts with the addition of Year 2015- plus-site generated volumes. The results of the LOS calculations for the intersections are summarized in Table 1. The intersection level of service worksheets are attached in the Appendix. The data contained in the LOS table illustrates that all of the study area intersections will operate acceptably overall and per approach in the LOS A-D range. With the minimal site peak hour traffic traveling on the internal street system within the site, all internal intersections and private access points are projected to operate well within their capacities with little to no vehicular delays. Vehicle queuing at the stop sign controlled approaches average less than a vehicle length at most intersections with the exception of the northbound left-tum movement on Mason Street at Cherry Street during the P.M. peak hour where a 95t" percentile queue of 2-3 vehicles are projected. Any vehicle queues clear quickly with gaps created along Cherry Street from the College Avenue signal. The site adds very little traffic (one vehicle, if that) to this movement. The.overall intersection LOS is projected to operate in the A range (very good).. Thus, mitigation measures are not warranted. 7.0 PEDESTRIAN ACCESS AND LEVEL OF SERVICE This study has completed a pedestrian LOS evaluation for pedestrian access to the Fort Collins Discovery Museum and Science Center using procedures outlined in the City of Fort Collins Multi -modal Transportation Level of Service Manual. The museum is located in the Pedestrian -District area defined in the City of Fort Collins Pedestrian Plan. Fox Higgins Transportation Group, LLC Page 7 March 30, 2010 Ft Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study • 5% of daily traffic will occur in the P.M. peak hour. with 1/3 inbound and 2/3 outbound; equates to 5 trips in and 10 trips out in the P.M. peak hour • other peak hours are late morning and early afternoon, but these are not high traffic periods on the adjacent roadways/intersections Based on the -above assumptions, the anticipated peak daily trip generation estimates for the site are summarized in Table 2 and below. Site Trip Generation: • 283 average daily one-way trips • 70 weekday noon peak hour. one-way trips • 15 weekday P.M. peak hour one-way trips 5.2 Trip Distribution The estimated traffic volumes presented in Table 2 were distributed onto the adjacent street network based on existing land use and traffic patterns in the City, and existing / future traffic volumes in and around the study area, according to data contained in the previous studies completed for the general site area. The table shows site trip distribution estimates based on land use data and travel. patterns anticipated. The site trips, noted above are seen at all the roadway sections adjacent to the site. As part of the traffic impact study requirements, approval of trip distribution assumptions by City engineering staff is required. Trip distribution for the site received approval in February.2010. The City's base assumptions data sheet for this project is attached in the Appendix.for_reference. The trip distribution percentages formulated for this project are illustrated on Figure 5. 6.0 FUTURE TRAFFIC CONDITIONS WITH SITE DEVELOPMENT This scenario analysis has been conducted in order to determine impacts associated with development and occupancy of the proposed museum land use. The site:generated peak hour volumes were assignedto the adjacent street network according to the distribution percentages and are presented on Figure 6. 6.1 Site Specific Roadway Improvements The adjacent street and alternative transportation mode networks are developed within the site area. The intersection of Mason .Street / Cherry Street will.provide primary access to the site. The north -leg of Mason Street is builtout to its ultimate cross section. A driveway cut exists along the north leg of Mason Street which will serve as access to the museum. Sidewalks exist on both sides of Mason Street adjacent to the site. With development of Fox Higgins Transportation Group, LLC Page 6 March 30, 2010 Ft Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study background volumes to project short term capacity at the study area intersections. The Year 2015 intersection LOS calculation worksheets are attached in the Appendix. The intersection LOS are summarized for each location in Table 1. The data in the level of service summary table illustrates that, with the forecast Year 2015 peak hour volumes, the study area intersections will continue to operate acceptably in the LOS A-C range overall and LOS A-D for side street approaches. The intersection approaches will continue to meet or exceed the City's motor vehicle level of service standards. 5.0 PROPOSED DEVELOPMENT TRAFFIC 5A Trip Generation A trip generation estimate was made to determine the traffic characteristics of the anticipated site land use. Museum trip generation data is not available through the Institute of Transportation Engineers (ITE) Trip Generation manual 2. Therefore, the proposed museum land use traffic characteristics are based on market studies completed for the site and discussions with museums future operator. This study analyzes weekday noon and P.M. peak hour traffic volumes at adjacent intersections. In order to estimate the peak hour traffic generated by the museum, the number of anticipated visitors to the site were applied. School and shuttle buses will also access the site on a daily basis with an average of 2-4 passengers per vehicle experienced overall. It should be noted that the client believes the annual_visitors used in this study are conservatively high, particularly in the early years of operation. The methodology and assumptions for the site traffic characteristics are summarized below. • annually .= 100,000 visitors • monthly = 8,333 visitors (12 months per year) • peak month factor of 1.2 applied = 10,000 visitors per month • daily = 333 visitors (monthly divided by average of 30 days month) 15% bike / ped / transit reduction applied = 283 average daily visitors in cars • 2 passengers per vehicle =142 vehicles per day (client believes this is more likely to be 3-4 passengers per vehicle especially considering school buses) total trips ends (vehicle arriving and leaving the site) = 283 vehicles per day • 25% of the daily traffic will occur in the noon peak hour with 50% arriving and 50% leaving the site during this period; equates to 35 trips in and 35 trips out during noon peak hour Trio Generation 8" Edition, Institute of Transportation Engineers, 2008. Fox Higgins Transportation Group, LLC Page 5 March 30, 2010 Ft Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study signalized motor .vehicle standards apply to the Cherry Street / College Avenue intersection. The intersection level of service worksheets are attached in the Appendix. The data in the table show that the study area intersections are currently operating acceptably (LOS A-C range overall) with side street approaches in the LOS A-D range. All of the intersections and their approach legs currently, meet or exceed the City's motor vehicle level of service standards. . 4.0 FUTURE TRAFFIC CONDITIONS WITHOUT PROPOSED DEVELOPMENT 4.1 Annual Traffic Growth Rate The TIS guidelines require an analysis of the site traffic impacts for conditions one year after proposed buildout and occupancy. It is anticipated that the site will be constructed and occupied within the next 3-4 years or by 2015. The short term planning horizon for site -specific analysis is Year 2015. Based on discussions with City staff,,an annual traffic growth rate of 1 % was approved for use in this study. In addition, traffic associated with buildout of the Penny Flats site located south and west of the Cherry Street / Mason Street intersection is to be included in the background traffic for this study. The south portion of the Penny Flats parcel was developed at the time traffic counts were collected on Howes and Mason Streets. Therefore, a portion of the Penny Flats traffic was added to the background volumes. Based on the future volume forecast methodology discussed above, Year 2015 background traffic volumes were projected and are illustrated on Figure 4. The volumes assume conversion of Mason Street to two-way traffic. A slight diversion in existing traffic will occur from the adjacent corridors with the addition of southbound traffic flows to the Mason Street corridor. This diversion was considered in the background traffic volumes for Year 2015. 4.2.. Roadway Network The-Year-2015 roadway street network is essentially the same network shown on the existing network Figure 3 with the exception -of Mason Street converted to a 2-way arterial street from.a 1-way(NB) street. 4.3 Intersection Levels of Service Intersection level of service calculations were conducted with the Year 20.15 background peak hour traffic volumes shown on Figure 4 at the study area intersections. The LOS methodology and assumptions discussed previously was applied to the Year 2015 Fox Higgins Transportation Group, t.t_c Page 4 March 30, 2010 Ft Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study Mason Street is a two-lane minor arterial _roadway with on -street bike lanes and attached sidewalks-. A railroad runs down the center median of the street. Currently, the street is one-way northbourtd. Mason Street is in the process of being converted to two-way north- south traffic. Intersections along this corridor are stop sign controlled within the site vicinity. The speed limit on this roadway is 25 mph. North of Cherry Street, Mason Street meanders to the northwest serving residential, recreational and other uses. The north side of Mason Street at Cherry Street will serve as primary access to the museum site. Howes Street is a two-lane minor arterial roadway with a 25 mph speed limit. On -street parking and bike lanes exists on both sides of this roadway. Attached sidewalks are present along this corridor. 3.3 Existing Traffic Volumes Existing traffic count data was collected during the noon and evening peak hour periods on a typical weekday in January 2010 for this project. The Howes Street / Cherry Street intersection was observed during the noon peak hour only based on City requirements for this study. Traffic volumes at the College Ave / Cherry St intersection were collected by the City in March 2009. The existing average weekday peak traffic volumes for the study area intersections are illustrated on Figure 3. Existing intersection count sheets are attached in the Appendix for reference. 3.4 Intersection Levels of Service The surrounding site access intersections were reviewed to determine baseline or existing operations and identify any capacity constraints. In determining the operational characteristics of an intersection, "Levels of Service" (LOS) A through F are applied, with LOS A indicating very good operations and LOS F indicating congested operations. The intersection LOS is represented as a delay in seconds per vehicle for the intersection as a whole and for critical turning movements. A more detailed discussion of LOS methodology is contained in the Appendix for reference. Criteria contained in the Highway Capacity Manual (HCM)' was applied to the study area. intersection in order to determine existing levels of service during peak hour periods. Existing signal timing plans for the noon and P.M. peak hour periods at the College Ave. / Cherry St. intersections were obtained from the City. Existing peak hour volume approach factors were applied to the intersection scenarios for this study. The results of the LOS calculations for the intersections are summarized in Table 1. The City motor vehicle standards for unsignalized arterial/collector intersections apply to the Cherry Street / Mason Street and Cherry Street / Howes Street intersections. The Highway Capacity Manual, Highway Research Board Special Report 209, Transportation Research Board, National Research council, 2008. Synchro v. 7 software utilized. Fox Higgins Transportation Group, LLC Page 3 March 30, 2010 Ft. Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study corridor. The site is currently vacant. The museum is planned for approximately 42,000 square feet of space in the building. The entire northern half of the site is dedicated to permanent open space and will never be developed. Access is planned from an existing driveway cut along Mason Street roughly 120 feet north of the Cherry Street north flowline. A site plan showing proposed access and parking is contained on Figure 2. Pedestrian, bicycle and transit access is provided via internal sidewalk connections to the adjacent trails and sidewalks along the site's perimeter. A mix of land uses surround the site. 3.0 EXISTING TRAFFIC. CONDITIONS 3.1 Study Area The study area boundaries were established for the site based on discussions with City staff. These boundaries took into consideration the amount of site. traffic added to the surrounding street network. A base assumptions worksheet is attached in the Appendix for reference. The primary study area is limited to Maple Street on the south, the site boundary on the north (essentially Cherry Street), Howes Street on the west and College Avenue on the east. 3.2 Circulation Network The existing study area circulation network consists of arterial, collector, and local streets. The primary roadways that serve the project site are discussed in the following text. Pedestrian and bicycle facilities exist throughout the study area adjacent to the site either along roadways or off-street on trails. A more detailed discussion of pedestrian, bicycle and transit conditions in the study area is contained in Sections 7-9. The existing, intersection geometry and traffic control is illustrated on the scenario peak hour traffic volume figures. College Avenue is a 4-lane major arterial roadway with turn lanes adjacent to the site. Bike lanes exist north of the site and sidewalks exist along both sides of College Avenue. This roadway is a primary access corridor through the City and to outlying communities. The posted speed limit along this roadway is 35 miles per hour (mph) within the site vicinity. The intersection with Cherry Street -Willow Street is controlled by traffic signals. Chevy Streetand Willow Streetare two-lane collector roadways extending west and east from College Avenue, respectively,. On -street parking on Cherry Street exists from Mason Street west. On -street bike lanes and sidewalks are present along these roadways, with the exception. of a missing sidewalk section on the south side of Cherry Street between Howes Street and College Avenue. The posted speed limit on these roadways is 25 mph. Chevy Street west of Mason primarily serves residential uses. Fox Higgins Transportation Group, LLC Page 2 March 30, 2010 Ft Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study 1.0 INTRODUCTION This intermediate traffic impact study has been prepared by the Fox Higgins Transportation Group for the Fort Collins Discovery Museum Project proposed on the northeast comer of the -Cherry Street / Mason Street intersection. Any comments received on the draft traffic study completed for the site dated February 25, 2010,have been addressed in this final study. A vicinity map with the site location is illustrated on Figure 1. The information contained in this study is anticipated to be used by the City in identifying any roadway needs on the site or adjacent to the site in the near term scenario. For this study, criteria set forth in the most current Larimer County Urban Area Street Standards (LCUASS) were applied. The. City has identified an intermediate traffic study for this :site based on the forecast traffic characteristics. The site parcel is planned for museum uses which will serve the City and adjacent areas. Because of the unique use of the site as a museum, the following was identified for analysis for this traffic study. Study area intersections: — Cherry Street / Mason Street — CherryStreet / College Avenue (US 287) — Cherry Street / Howes Street — Mason Street / Site Access Weekday noon and PM peak hour periods required for analysis at study area intersections with the exception of the Howes Street intersection where only the noon peak hour is required • Year 2015 is near term traffic scenario when site is anticipated to be constructed and occupied • Mason Street will be converted to two-way traffic by near term scenario • Trip generation estimates for the site use will be based on projected annual visitors • Mode split of 15%to account for bike, pedestrian and transit (system wide) • Future traffic growth rate used is 1 % per year • Include any traffic from the adjacent Penny Flats development traffic study • Review any site added traffic increases to the section of Cherry Street west of Howes Street Pedestrian and bicycle level of service evaluation are required 2.0 PROJECT DESCRIPTION The Discovery Museum and Science Center is proposed in the north portion of the downtown area in. Fort Collins. The site is located on the northeast corner of the Cherry Street and Mason Street intersection immediately west of the College Avenue (US 287) Fox Higgin's Transportation Group, LLC Page 1 March 30, 2010 Ft Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study LIST OF TABLES Table 1 Intersection Level of Service Summary Table 2 Trip Generation Estimate Table 3 Pedestrian Level of Service Worksheet Table 4 Bicycle Level of Service Worksheet LIST OF FIGURES Figure 1 Vicinity Map Figure 2 Site Plan Figure 3 Existing Traffic Volumes Figure 4 Year 2015 Background Traffic Volumes Figure 5 Site Trip Distribution Figure 6 Site Generated Traffic Volumes Figure 7 Year 2015.+ Site Generated Traffic Volumes Figure 8 Pedestrian Access Study Area APPENDIX City Base Assumptions Worksheet Existing Intersection Count Sheets Level of Service Definitions Intersection Capacity Worksheets Fox Higgins Transportation Group, LLC Page ii March 30, 2010 0 Ft. Collins Discovery Museum Project (FH#10002) Intermediate Traffic Impact Study • TABLE OF CONTENTS 1.0 INTRODUCTION ................................................ 1 2.0 PROJECT DESCRIPTION ......................................... 1 3.0 EXISTING TRAFFIC CONDITIONS .................................. 2 3.1 Study Area ............................................... 2 3.2 Circulation Network ......................................... 2 3.3 Existing Traffic Volumes ..................................... 3 3.4 Intersection Levels of Service ................................. 3 4.0 FUTURE TRAFFIC CONDITIONS WITHOUT PROPOSED DEVELOPMENT . 4 4.2 Roadway Network .......................................... 4 4.3 Intersection Levels of Service ................... 4 5.0 PROPOSED DEVELOPMENT TRAFFIC .............................. 5 5.1 Trip Generation ............................................ 5 5.2 Trip Distribution ............................................ 6 6.0 FUTURE TRAFFIC CONDITIONS WITH SITE DEVELOPMENT ........... 6 6.1 Site Specific Roadway Improvements ........................... 6 6.2 Site Circulation and Access ................................... 7 6.3 Year 2015-plus-Site Intersection Analysis ......................... 7 7.0 PEDESTRIAN ACCESS AND LEVEL OF SERVICE ..................... 7 7.1 Existing Pedestrian Facilities .................................. 8 7.2 Potential Pedestrian System Improvements ...................... 8 7.3 Pedestrian Level of Service .................................. 10 8.0 BICYCLE ACCESS AND LEVEL OF SERVICE ........................ 10 8.1 Existing Bicycle Facilities ................................... 10 8.2 Potential Bicycle System Improvements ........................ 11 8.3 Bicycle Level of Service .................................... 11 9.0 PUBLIC TRANSIT ACCESS ...................................... 11 10.0 SPECIAL STUDIES ............................................. 11 11.0 CONCLUSION ................................................. 12 Fox Higgins Transportation Group, LLC Page i March 30, 2010 FT. COLLINS DISCOVERY MUSEUM PROJECT TRAFFI C I M PACT STU DY a TRANSPORTATION GROUP PHONE: 303.485.01 14 FAX: 303.772.2329