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Traffic Impact Study/AppendicesAPPENDIX A Traffic Data Info Line 1 : ATS Last Connected Device Type : Unic-L Info Line 2: UNICORN ##1 Serial Number'. 91433 GPS Lat/Lcn : # Lanes : 1 05114 0515 Time MON TUE .AU_ 12-1 1 -2 2-3 3-4 4-5 5-5 B-7 7-8 8-9 9-10 10-11 { c 11 - 12 -PM- 12-1 1 -2 2-3 3-4 ! 4.5 � 5-5 6-7 7-8 f f I 8-9 9-10 10 -11 11 - 12 TOTALS % Avg Day: 80 115 100 85 118 115 179 115 98 87 50 42 8 9 8 0 2 3 10 33 107 120 53 78 70 94 Be 78 111 1194 850 139% 81 % Lam #1 ALL D� 06H41=7 to 05MOMM 15 Minute : 40 One Hour: 148 P.H.F.: 0.93 PH Begins: 7:30am 15 Minute: 44 30 One Hour : 118 94 P.H.F.: 0.67 0.78 PH Begins: 12:30pm 12:00pm 15 Minute: 49 39 One Hour: 179 113 P.H.F.: 0.91 0.72 PH Begins: 5:00prn 2:45prn 05115 05117 05118 Weekday 05119 0&20 Weekend Week VVED THU FRI Average SAT SUN Average Average 9' 9 f i 8 0 0 2 2 3 3 10 10 33 33 107 107 120 120 53 53 78 ?8 75 f 75 105 93 i j 821 E 115 116 179 ( 116 [ 98 f $7 50 42 8� 1587 100% AM (1 2am-1 Cam) Peak Volumes 40 148 0.93 7:30am Mid (10am-2pm) Weak Volumes 35 105 0.75 12:00pm PM (2pm-12am) Peak Volumes 49 179 0.91 5:00prn 105 93 82 115 116 179 116 98 87 50 42 8 rFi-4A 40 148 0.93 7:30am 35 105 0.75 12:g0pm 49 179 0.91 5:00pm Centurion Weekd+ 24 Hour volume Reiaart AGei in Traffic Services Prim: OW 7AD7 Page I Info Line 1 : ABELIN TRAFFIC Last Connected Deice Type: Unic-L Info Line 2. UNICORN #2 Serial Number., 91434 GPS Lat/Lon : # Lanes : I Lane � (ALL),eeiciy flats 05i14t2007 to 03i2012�0T 05114 05115 05116 05117 05118 Weekday 05119 0&20 Weekend Week Time MON TUE WED THU FRI Average SAT SUN Average Average AM - } } 12 -1 10 10 i 10 1 - 2 9 9 9 2-3 1 2 { 2 2 3-4 2 2 1 2 4.5 7 7 1 7 5-6 27 27 27 6-7 77 77 € 77 7-8 F 163 8-9 131 9-10 F 90 10-11 1 15 73 11 --12 103 95 - PM - 12 - 1 116 111 1 -2 92 108 2-3 132 109 3-4 161 164 4-5 i 161 5-6 F 213 6-7 � 157 7-8 129 8-9 1 120 9-10 82 10-11 55 11 .12 22 TOTALS: 1558 1178 % Avg Day: 133% 83% 15 Minute: 63 One Hour ; 182 P. H.F.: 0.72 PH Begins: 7:30am 15 Minute: 34 38 One Hour: 119 121 P.H.F.: 0.88 0.80 PH Begins: 11:45am 12:15pm 15 Minute: 64 46 One Hour : 213 164 P.H.F.: 0.83 0.89 PH Begins: 5:00pm 3:00pm 163 131 90 70 99 114 114 121 � 121 163 163 161 161 213 213 157 k 157 129 E 129 ` 120 120 82 82 + 22 t 22 --- -- - 2124 2124 100% AM (17.am-1 eam) Peak Volumes 63 182 0.72 7:30am Mid (10am-2pm) Peak Volumes 34 116 0.85 12:15pm PM (2pm-12am) Peak Volumes 64 213 0.83 5:00pm 63 182 0.72 7:30am 34 116 0.85 12:15pm 64 213 0.83 5:00pM Ge&ufion Weekly 24 Hour Volum Report Abelin Traffic Services Pr~.* 05117M7 Page 1 ibert Turner Tl S irs and Trucks Robert Peccia & Associates 825 Custer Avenue Helena, Mt 59601 406-447-5000 (%mwjn4-z Printarl- l Inchifto-d .. Rank I File dame : kalispe115 Site Code : 00000000 Start Date : 01 /11 /2006 Page No : 1 VALLEY VIEW FOYS LAKE VALLEY VIEW FOYS LAKE Southbound Westbound Northbound Eastbound Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Lett Peds Right Thru Left Peds Int. Total Factor 1.189 1.189 1.189 1.189 1.189 1.189 1.189 1.189 1.189.1 1.189 1.189 1.189 1.189 1.189 '1.189 1.189 07:00 AM 0 0 0 0 0 8 2 0 6 0 0 01 0 31 0 0 47 07:15 AM 0 0 0 0 0 8 1 0 11 0 2 0 6 31 0 0 59 07:30 AM 0 0 0 0 0 10 6_ 0 18 0 4 0 5 73 0 0 116 07:45 AM 0 0 0 0 0 12 6 0 23 0 6 0 6 115 0 0 168 Total 0 0 0 0 0 38 15 0 58 0 12 0 17 250 0 a 390 08,00 AM 0 0 0 0 0 19 13 0 3$ 0 2 0 5 97 0 0 169 08:15 AM 0 0 0 0 0 32 14 0 15 0 8 0 14 54 0 0 137 08:30 AM 0 0 0 0 0 29 6 0 14 0 5 0 5 36 0 0 95 08:45 AM 0 0 0 0 0 20 6 0 11 0 4 0 4 29 0 0 70 Total 0 0 0 01 0 100 39 01 73 0 19 0 24 216 0 01 471 BREAK *** 04:00 PM 0 0 0 0 0 51 7 0 10 0 5 0 5 19 0 0 97 04:15 PM 0 0 0 0 0 48 17 0 14 0 2 0 8 25 0 0 114 04:30 PM 0 0 0 0 0 45 17 0 13 0 2 0 7 25 0 0 109 04:45 PM 0 0 0 0 0 54 15 0 15 0 6 01 7 32 0 0 129 Total 0 0 0 0 0 198 56 0 52 0 15 0 27 101 0 0 449 05:00 PM 0 0 0 0 0 57 18 0 7 0 4 0 2 32 0 0 120 05:15 PM 0 0 0 0 0 74 19 0 4 0 10 0 11 31 0 0 149 05:30 PM 0 0 0 0 0 58 24 0 10 0 12 0 7 33 0 0 144 05:45 PM 0 0 0 0 0 50 21 0 6 0 5 0 10 31 0 0 123 Total 0 0 0 0 0 239 82 0 27 0 31 0 30 127 0 0 536 Grand Total 0 0 0 0 0 575 192 0 210 0 77 0 98 694 0 0 1846 Apprch % 0.0 0.0 0.0 0.0 0.0 75.0 25.0 0.0 73.2 0.0 26.8 0.0 12.4 87.6 0.0 0.0 Total % 0.0 0.0 0.0 0.0 0.0 31.1 10.4 0.0 11.4 0.0 4.2 0.0 5.3 37.6 0.0 0.0 VALLEY VIEW FOYS LAKE VALLEY VIEW FOYS LAKE Southbound WesU=nd Northbound Eastbound tart Time Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Int. ht u s Total ht u s Total ht u s Total ht u s Total Total 21% "%"1 r1V1}1 %O .VV I"►1rE LV 1 1."!J r11r1 wC301 tersect}o 07:30 AM n Volume 0 0 0 0 0 Percent 0.0 0.0 0.0 0.0 08:00 0 0 0 0 0 Volume Peak Factor High Int. 6:45:00 AM Volume 0 0 0 0 0 Peak Factor 0 73 39 0 1121 0.0 65.2 34.8 0.0 0 19 13 0 32 08:15 AM 0 32 14 0 46 0.609 89 0 20 0 109I 81.7 0.0 18.3 0.0 33 0 2 0 35 08:00 AM 33 0 2 0 35 ❑.779 30 339 0 0 369 8.1 91.8 0.0 0.0 5 97 0 0 102 07:45 AM 6 115 0 0 121� 0.762 590 169 0.873 Kalispell Area Transportation Plan 2006 Update (..,.ars & Trucks Robert Peccia & Associates 825 Custer Avenue Helena, MT 59501 406-447-5000 C-Irminn Rrintod_ I Inehiffad _ R:mnlf I File Name : inter80 Site Code : 00000000 Start Date : 0 8/0112 0 0S Page No : 1 DENVER STREET SUNNYSIDE DRIVE DENVER STREET SUNNYSIDE DRIVE Southbound WestboundI Northbound Eastbound Start Time Right Thru Left Peds Right I Thru Left I Peds Right Thru LeftI Peds Right I Thru Left Peds I . Tottal 07:00 AM 0 0 0 0 0 4 2 0 8 0 15 0 6 2 0 1 36 07:15 AM 0 0 1 3 0 1 3 0 9 0 10 0 3 3 1 0 34 07:30 AM 0 0 0 1 0 3 1 0 18 0 12 0 4 6 0 0 45 07:45 AM 0 0 1 0 0 0 2 0 19 0 17 0 4 11 0 1 55 Total 0 0 2 41 0 8 8 0 J 52 0 54 01 17 22 1 21 170 08:00 AM 0 0 0 0 0 3 5 0 11 0 12 4 10 3 0 0 44 08:15 AM 0 0 1 0 1 0 3 0 10 0 3 0 15 7 0 0 40 08:30 AM 4 0 0 1 0 3 0 8 4 0 5 0 7 5 0 2 35 08:45 AM 0 0 0 0 0 4 5 6 8 1 6 0 2 3 0 0 35 Total 0 T 0 1 11 1 10 13 141 33 1 26 01 34 18 0 -- 2 154 *** BREAK' 04:00 PM 0 0 0 0 0 10 11 0 6 0 3 0 11 6 0 0 47 04:15 PM 0 1 1 0 0 7 10 0 1 0 4 0 10 7 *0 0 41 04:30 PM 0 0 0 0 0 3 13 0 S 0 6 0 12 is 0 0 50 04:45 PM 0 0 0 0 0 12 11 2 7 0 12 0 16 2 0 0 62 Total 0 1 1 0 0 32 Y 45 2 22 0 25 0 49 23 0 0 200 05:00 PM 0 0 0 0 0 10 9 0 6 0 10 2 19 7 0 0 63 05:16 PM 0 0 0 0 0 15 21 0 -14 0 13 0 19 6 0 0 88 05:30 PM 0 0 0 2 1 6 17 0 1 ❑ 1 14 0 13 11 ❑ ❑ 75 05:45 PM 1 0 0 0 1 6 12 0 5 0 10 1 7 10 0 0 54 Total k 1 0 0 2 2 37 59 0 36 1 47 3 58 34 0 0 280 Grand Total 1 1 4 7 3 87 125 16 143 2 152 3 158 97 1 4 804 Apprch % 7.7 7.7 30.8 53.8 1.3 37.7 54.1 6.9 47.7 0.7 50.7 1.0 60.8 37.3 0.4 1.5 Total % 0.1 � 0.1 0.5 0.9 0.4 10.8 15.5 2.0 17.8 0.2 18.9 0.4 19.7 12.1 0.1 0.5 DENVER STREET SUNNYSIDE DRIVE DENVER STREET SUNNYSIDE DRIVE Southbound Westbound Northbound Eastbound Start Time Rig Thr I Left Ped I App. Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Int. ht u s Total ht u s Total ht u s Total ht u s Total Total eeaK rtour r-rom u f :uu Am io i i :4o Am - eel Intersectio 07:30 AM n Volume 0 0 2 1 3 Percent 0.0 0.0 66. 7 33. 3 07:45 0 0 1 ❑ 1 Volume • Peak Factor High Int. 07:30 AM Volume 0 0 0 1 1 Peak � 0.75D � Factor , a' lKi ❑TI 1 6 11 0 18 5.6 33. 61. 0.0 3 1 0 0 2 0 2 08.00 AM r •* L 0 3.. 5 ❑ 8 0.563 r, 58 0 44 0 102 56. 0.0 43. 0.0 9 1 19 0 17 0 36 ti;!4 1AM - - 19 0 17 0 36 0.708 33 27 0 1 61 54. 44. 0.0 1.6 1 3 4 . 11 0 1 16 08.151AM N. 15 7 0 0 22 0.693 184 Kalispell Area Transportation Plan 2006 Update tears &Trucks Robert Peccia &Associates 825 Custer Avenue Helena, MT 59601 406-447-5000 C-rnt inc Printzift_ t InchH4&rI _ R,.2r1ir I File Name : inter5l Site Code : 00000000 Start Date : 06/22/2006 Page No : 1 7TH AVENUE WEST 11TH STREET WEST 7TH AVENUE WEST IITH STREET WEST Souhbound Westbound Northbound Eastbound Start Time Right Thru left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Intl Total 07:40 AM 0 1 8 0 5 3 2 0 2 2 0 Q 0 11 1 1 36 07:15 AM 0 1 9 0 7 11 2 0 3 0 0 0 1 16 0 1 51 07:30 AM 0 1 12 0 11 14 4 0 7 6 0 0 0 16 0 0 71 07:45 AM 1 3 9 0 12 26 3 0 4 8 0 0 0 31 0 0 97 Total 1 6 38 0 35 54 11 0 16 16 0 0 1 74 1 2 255 08:00 AM 0 08:15 AM o 08:30 AM 0 08:45 AM 0 Total 0 BREAK , 1 9 Q 6 2 3 0 2 4 0 0 '! 14 0 0 42 1 10 0 8 10 2 0 3 2 1 0 0 12 0 0 49 2 10 2 10 18 3 2 4 2 0 0 0 15 0 0 60 1 4 0 6 5 1 01 9 7 0 0 0 13 0 0 46 5 33 2 30 27 9 Z 18 15 1 0 1 54 0 0 197 04:00 PM 0 2 8 0 13 15 4 0 2 3 0 0 1 12 d 0 60 04:15 PM 6 5 18 0 11 17 5 0 1 2 0 0 1 11 0 0 69 04:30 PM 1 4 10 0 15 21 6 0 3 1 0 2 0 15 0 2 80 04:45 PM 2 8 12 0 14 19 7 0 1 6 0 0 0 13 D 0 82 Total 3 19 46 0 53 72 22 0 7 12 0 2 2 51 0 2 291 05:00 PM 1 5 13 0 21 24 90 0 4 2 0 0 1 15 0 0 96 05:15 PM 0 11 9 0 15 23 9 0 1 5 0 0 2 16 0 0 91 05:30 PM 0 5 14 0 19 16 8 0 4 3 1 1 2 98 0 0 91 05:45 PM 0 8 i0 0 17 15 2 0 2 4 D 0 0 70 0 0 68 . Total 1 29 46 01 72 78 29 01 11 14 1 11 5 59 0 01 346 Grand Total 5 59 163 2 190 231 71 2 52 57 2 3 9 238 1 4 1089 Apprch % 2.2 25.8 71.2 0.9 38.5 46.8 14.4 0.4 45.6 50.0 1.8 2.6 3.6 94.4 0.4 1.6 Total % 0.5 5.4 15.0 0.2 17.4 21.2 6.5 0.2 4.8 5.2 0.2 0.3 0.8 21.9- 0.1 0.4 7TH AVENUE WEST 11 TH STREET WEST 7TH AVENUE WEST 11 TH STREET VILEST Southbound Westbound Northbound Eastbound Start Time Rig Thr Left Ped App. Rig Thr Left I Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Int. ht u s I Total 1 ht u s Total ht u s Total ht u s Total Total veaK 11OUr r rgm u I : uu ►inn iQ 11:40 Am - rei lntersectio 07:15 AIM n Volume 1 6 39 0 46 Percent 2.2 13. 0 84. 8 0.0 07:45 1 3 9 ❑ 13 Volume Peak Factor High Int. 07:30 AM Volume 0 1 12 0 13 Peak 0.885 Factor c IK z Or -1 36 53 12 0 101 35, 52. 11. 0.0 6 5 9 12 26 3 0 41 07:45 AM 12 26 3 0 41. 0.616 16 18 0 0 34 47. 52. 4.0 0.0 1 9 4 S 0 0 12 07:30 AM 7 6 0 0 13 0.654 2 n o 1 so 96. 2.5 0.0 1.3 0 31 0 0 31 07:45 AM 0 31 0 0 31 0.645 261 97 10.673 Kalispell Area Transportation Plan .006 Update tears & Trucks Robert Peccia & Associates 825 Custer Avenue Helena, MT 59661 466-447-5466 C-',rev imQ PrintPri_ 1 Irk-Qh1ftpel _ Rank I File Name : inter56 Site Cade : 06664060 Start Date : 6/27/2006 Page No : 1 5TH AVENUE WEST 11TH STREET WEST 5TH AVENUE WEST 11 TH STREET WEST Southbou nd Westbound Northbound Eastbound Start Time Right Thru Left Peds Right Thru Left Peds Might Thru Left Peds Right Thru Left Peds lnt' L - -- Total 07:00 AM ---I 0 1 7 0 7 11 2 0 8 4 1 0 0 26 2 0 69 07:15 AM 0 2 11 0 12 13 3 0 4 8 0 0 1 25 2 0 81 07:30 AM 1 1 11 1 14 18 3 0 21 10 0 0 0 34 3 0 117 07:45 AM 0 4 11 0 16 30 3 0 16 14 1 0 0 49 0 0 144 Total 1 8 40 1 49 72 11 0 49 36 2 0 1 134 7 0 411 08:00 AM 2 4 16 0 11 21 1 0 9 17 0 0 0 29 5 0 115 08:15 AM 1 3 17 0 15 13 0 0 8 9 0 0 0 23 0 2 91 08:30 AM 1 5 19 1 8 17 2 5 19 9 0 0 0 28 2 0 116 08:45 AM 1 3 16 1 13 16 0 1 13 12 0 0 1 41 3 4 125 ` Total BREAK *** 5 15 68 2 47 67 3 61 49 47 0 01 1 121 10 61 447 04:00 PM 3 16 21 0 11 18 13 0 7 4 0 0 1 24 0 0 118 04:15 PM 4 9 24 1 10 38 7 0 7 8 1 0 0 26 2 0 137 04: 30 PM. 5 16 25 0 14 38 12 d 9 4 1 0 0 32 4 0 160 04:45 PM 2 15 40 21 13 40 6 0 6 4 0 0 1 16 3 0 148 Total 14 56 110 3 48 134 38 0 29 20 2 0 2 98 9 0 563 05:00 PM 3 16 28 0 34 56 9 0 10 5 1 0 0 25 3 0 190 05:15 PM 7 21 34 0 27 52 6 0 11 4 0 0 2 25 1 1 191 05:30 PM 5 16 23 0 23 45 8 0 11 6 1 0 0 34 0 0 172 05:45 PM 2 12 24 0 12 37 7 0 11 10 0 0 1 28 4 0 148 Total 17 65 109 0 96 190 30 0 43 25 2 0 3 112 8 1 701 Grand Total 37 144 327 6 240 463 82 6 170 128 6 0 7 465 34 7 2122 Apprch % 7.2 28.0 63.6 1.2 30.3 58.5 10.4 0.8 55.9 42.1 2.0 0.0 1.4 90.6 6.6 1.4 Total % 1.7 6.8 15.4 0.3 11.3 21.8 3.9 0.3 8.0 6.0 0.3 0.0 0.3 21.9 1.6 0.3 5TH AVENUE WEST PITH STREET WEST 5TH AVENUE WEST PITH STREET WEST Southbound Westbound Northbound Eastbound Start Time Rig Thr Left Ped App. Rig Thr I Left Red I App. Rig Thr Left Ped App. Rig Thr Left Ped App. ht u s Total ht u s Total ht u s Total ht u s Total Peek Hour rrom uf:uu Awl to 11 :40 AM -- reaK Z Of I Intersectio 07:30 AM n Volume 4 12 55 1 72 56 82 7 0 145 Percent 16. 5.6 7 76. 4 1.4 38. fi 56. 6 4.8 0. G 07:45 0 4 11 0 15 16 30 3 0 49 Volume Peak Factor High Int. 08:00 AM 07:45 AM Volume 2 4 16 0 22 16 30 3 0 49 Peak 0.818 0.740 Factor C 54 50 1 0 105 51. 47. 1.0 OA 4 fi 16 14 1 0 31 07:30 AM r 21 10 0 0 31 0.847 0 135 8 2 145 93. 0.0 5.5 1.4 1 a 49 0 0 49 07:45 AM 0 49 0 0 49 0.740 Int Tota! 467 144 0.811 Kalispell Area Transportation Plan -005 Update _....ars & Trucks Robert Peccia & Associates 825 Custer Avenue Helena, MT 59591 495-447-5009 Grin PdntM- Unshiftp-d - Sark I File Name : inter55 Site cede : 00000000 Start Date : 6/27/2006 Page No : 1 1ST AVENUE VEST 11TH STREET WEST 1 ST AVENUE WEST 11TH STREET WEST Southbound Westbound Northbound Eastbound Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Testa[ 07:00 AM 1 11 3 2 5 7 1 0 4 15 12 0 16 25 4 4 106 07:15 AM 0 16 6 0 7 6 5 0 2 30 14 0 7 26 4 0 123 07:30 AEI! 3 22 9 4 3 15 2 0 2 49 24 0 21 46 5 0 201 07:45 AM 1 20 8 1 13 14 1 0 6 54 23 0 16 34 14 0 205 Total 5 69 26 31 28 42 9 01 14 148 73 01 60 131 27 0 635 08:00 AM 3 29 15 0 12 16 2 0 3 46 12 0 16 36 4 1 195 08:15 AM 0 20 13 0 2 15 0 0 4 37 15 0 15 33 4 1 159 08:30 AM 2 14 10 0 7 12 2 0 2 48 19 0 15 41 11 0 183 08:45 AM 2 22 12 0 14 13 3 0 4 48 17 0 25 44 3 0 207 Total 7 85 50 0 35 56 7 0 13 179 63 0 71 154 22 2 744 * BREAK *** 04:00 PM 2 38 21 0 11 17 3 0 3 35 16 0 14 34 4 0 198 04:15 PM 3 41 18 0 10 33 1 0 5 48 33 0 23 36 4 0 255 04:30 PM 9 26 20 0 4 28 1 0 4 46 35 0 26 42 8 0 249 04:45 PM 6 36 20 0 7 23 7 1 7 40 35 0 17 36 4 0 239 Total 20 141 79 0 32 101 12 1 19 169 119 0 80 148 20 0 941 05:00 PM 7 41 31 0 11 26 5 1 5 50 44 0 19 53 8 0 301 05:15 PM 7 51 13 0 5 27 3 0 3 53 47 0 30 47 0 0 286 05,30 PM 7 35 18 0 3 33 1 0 7 49 38 0 26 33 6 0 256 05:45 PM 3 36 10 0 5 23 2 0 8 46 31 0 23 37 7 0 231 Total 24 163 72 0 24 109 11 1 23 198 160 0 98 170 21 0 1074 Grand Total 56 458 227 3 119 308 39 2 69 694 415 0 309 603 90 2 3394 Apprch % 7.5 61.6 30.5 0A 25.4 65.8 8.3 0.4 5.9 58.9 35.2 0.0 30.8 60.1 9.0 0.2 Total % 1.6 13.5 6.7 0.1 3.5 9.1 1.1 0.1 2.0 20.4 12.2 0.0 9.1 17.8 2.7 0.1 1 ST AVENUE WEST 11TH STREET WEST 1 ST AVENUE WEST 11 TH STREET WEST Southbound Westbound Northbound Eastbound Start Time rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. ht u s Total ht u s Total ht u s Total ht u S Total veaK Maur r rorn u t :uu Pm to -i ,j :,4a xrvi - rei tntersectio 07:30 AM n Volume 7 91 45 1 144 Percent 4-9 63. 2 31. 3 0.7 07:45 1 20 8 1 30 Volume Peak Factor High Int. 0$--00 AM Volume 3 29 15 0 47 Peak 0.766 Factor IK -I of -i 30 60 5 0 95 31. 63. 5.3 0.€3 6 2 13 14 1 0 28 08:00 AM 12 16 2 0 30 0.792 15 186 74 0 275 67. 26. 5.5 0.0 9 6 54 23 0 63 07:45 AM 6 54 23 0 83 0.828 68 149 27 2 246 ' 27_ 60. 11. q.8 6 6 0 16 34 14 0 64 07:30 AM 21 46 5 0 72 0.854 tnt. Total 760 205 0.927 Bert Turner TIS .rs and Trucks Robert Peccia & Associates 825 Custer Avenue Helena, MT 59601 406-447-5000 ryrni tnn Printad_ I f nchiffa►d . Rang I File Name : kalispe117 Site code : 00000000 Start Gate : 01 / 1912006 Page No : 1 MAIN 11 MAIN 11 Southbound Westhound Northbound Eastbound Start Time Right Thru Lett Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds 1nt. Total Factor 1.189 1.189 1 1.189 1.189 1.189 1 1.189 1.189 1.189 1.189 1.189 1.189 1.189 1.189 1.189 1.189 1.189 07:00 AM 4 84 0 0 2 10 2 0 0 119 10 0 24 6 a 0 269 07:15 AM 0 107 0 0 1 10 6 0 0 132 5 0 34 17 4 0 316 07:30 AM 2 162 1 1 2 20 12 a 0 227 17 0 37 21 11 0 513 07:45 AM 4 130 1 'i 4 29 15 0 2 177 20 0 46 25 5 0 459 Tots! 10 483 2 2 9 69 35 0 , 2 655 52 0 141 69 28 0 1557 08:00 AM 4 131 2 0 1 26 14 0 1 161 14 0 32 26 8 0 420 08:15 AM 1 139 0 0 0 27 15 0 2 139 11 0 52 26 4 1 417 08:30 AM 0 123 0 0 6 21 12 0 1 150 14 0 31 24 6 1 389 08:45 AM 2 103 1 a 2 21 14 0 5 134 11 0 27 "! 8 2 a 340 Total 7 496 3 0 9 95 55 0 9 5a4 50 ❑ 142 94 20 2 1566 iREAK 04:00 PM 5 177 5 0 2 14 31 0 7 148 13 0 37 19 5 1 464 04:15 PM 1 181 2 0 0 21 34 0 7 166 8 0 43 31 7 0 501 04:30 PM 10 184 1 0 5 40 21 0 1 194 6 0 30 34 7 0 533 04:45 PM 5 185 5 0 8 23 26 0 5 166 13 ❑ 49 23 7 0 515 Total 21 727 13 0 15 98 112 a 20 674 40 0 159 107 26 1 2013 05:00 PM 5 193 2 0 4 32 27 0 4 182 11 0 45 52 8 0 565 05:15 PM 2 198 2 a 2 37 25 0 6 180 13 a 68 27 5 4 569 05:30 PM 5 229 1 0 4 27 31 0 1 170 12 0 38 15 5 0 538 05:45 PM 8 160 5 0 2 30 15 0 5 142 13 0 33 25 5 1 444 Total 20 780 10 4 12 126 98 a 16 674 49 0 184 119 23 5 2116 grand Total 58 2486 28 2 45 388 300 0 47 2587 191 0 626 389 97 8 7252 Apprch % 2.3 96.6 1.1 0.1 6.1 52.9 40.9 0.0 1.7 91.6 6.8 0.0 55.9 34.7 8.7 0.7 Total % 0.8 34.3 0.4 0.0 0.6 5.4 4.1 0.0 0.6 35.7 2.6 0.0 8.6 5.4 1.3 0.1 MAIN MAIN t 1 Southbound Westbound Northbound Easthound ri Time Rig Thr Left Ped App. Rig Thr Left Ped App_ Rig Thr Left Ped App. Rig Thr Left Ped App. Int. ht u s Total h# u s Total ht u s Total ht u s Total Total Flour r'rdm u J :UU Hrn W -! -! -40 j6l�m - 1-153i fsecio 07:30 AM n lalume 11 562 4 2 579 3ercent 1.9 97.1 0.7 0.3 07:30 2 162 1 1 166 rolume Peak Factor igh Int. 07:30 AM fdUrne 2 162 1 1 166 Peak ❑.872 Factor 7 102 56 a 165 4.2 61.8 33.9 0.0 2 20 12 0 34 07:45 AM 4 29 15 a 48 0.859 5 704 62 0 771 0.8 81.3 8.0 0.0 0 227 17 0 244 o7:so ann 0 227 17 0 244 0.790 167 98 28 1 294 56.8 33.3 9.5 0.3 37 27 11 Q 68 08:15 AM 52 26 4 1 83 0.886 1809 513 0.882 APPENDIX B Traffic Model Wtian 4ji U4r*B' •—NVmamr-. CO N0)co .- *.. v a •t co cn m I tr r~�W)tirn 4mVNle 40�i-� 41 6460I t r �Nv-U's V3 T- W m N OD W CO U) r G r r OP 4r av* 1 '1 t r Ce •- ca N r � 1 rL 0 m J d0 LL. CfimGa !�• CV) :V Ca r) M Q � z �ce) N� v CD 40 0 C) IM CO *v+ l t f r.WQulfl--8 © .- cy V- aa T- (v co00 0)c` Nr�-e�(yrr 144r*t wMNCOCb cw ca ca •- CO 0 T" r,20 m o VL Ink so t Iz CD m U- 0 40 lvG ti 40 " v W r r N ti !) m Su L m m •r C9coQlP.- It cry 14l� ■r �m !� 4- Us '1 t r N ulj (M Arm, T- (C 40 m a LL I t ' tiU)m(w)0) Cc ( W) �l rat wwwo OF `1 I r lqrmUl)ao&n0 �W) 0 m 0 C G *114C*0z � ti t 0 6 r 9 LL CD 14CIL t e co ir} V) V) N N W a *^ � t m co V CD r tl? im u7 Q W) Cb Q V- 0rNV-Q co r-- N N r r C4 T- r i.L t f OD encVv N CQ !n V- —N N 1,. CD I T C05 !� 0 W) N r �r0)NN V �. Lr 4r4' % W4so a I t f* ti c+s 4 r- v cq V-r• G V-1 e- co ODD c lq T-T- V`- Z I t f anme4m 9 44rlL N[r!qr > Ito to co N T- APPENDIX C LOS Calculations TWO.,WAY STOP CONTROL SUMMARY '"-'-C,i•`s•'r.t _ a.- - .- :. ''_'': - -: Y';• _ - :(:::Y:.p.l'r+'-: s.,: .f'n7u...-:P:_: _...._,. ._ . _. r _. ..K-Y }++whir ;.. wy _ .rm _sr. Analyst RLA Intersection oYS Lake fed. & Valler View Agency/Co. Abel n Traffic Services Rd Jurisdiction Date Performed 112412007 Analysis Time Period AM Peak Hour Analysis Year y 2006 Project Descrl Lion Hubert Turner TIS East/West Street: Fos Lake Road North/South Street: Vaif View Road Intersection Orientation: East-West stud Period hrs : 0.25 ..4 , _ r':';... _ 3i•• �tY•►'-"~•.. _: ." •. T-- ..-i''-`.�fl._ ti . 'i'•.:igs'nJc�;-'cr+i'•r!•;'f .-rt_n '-,ck'' • 1:�;1'_.. .t. - • t}. - .a ..a.. :`. iY s-V .ts y ^..i :'1.}}x:. . '��. _ - ~-;:it.,c.ndr�l:cx:fn 'r�.r.• `:MC'.-'-i.=`--'i:l '�`y _i:•:`�x Ma o►r Street - - - ... Eastbound Westbound Movement 2 3 4 5 8 L T R L T R Volume vehlh 339 30 39 73 Peak -Hour Factor, PH F 1.00 0.76 0.76 0.61 0.61 1.00 Hourly Flow Rate, HFR vehlh 0 446 39 63 1 � � Percent Heavy Vehicles 0 0 -- . Median T e Undivided RT Channelized 0 0 Lanes 0 f 0 0 0 Con uration TAR LT Upstream Si nai 0 4 Minor street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume Lveh/h) 20 89 Peak -Hour Factor, PHF 0.78 1.00 0.78 1.00 1.00 1.00 Hourly Flow Rate, HFR 25 0 114 0 0 0 Lveh/h) Percent Hea Vehicles 0 0 0 0 0 0 Percent Grade 0 0 Flared Approach N N Storage 9 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR _ ,S; = i[`• .. _ i..: t. _} _ _ `{_'• i '• y i !y'i yrr r i 1, : s- •� •J,• /,J+ 'ram. G ' •2 ilk .•s.r'.:_ t;:,:.. M^4+G._-: r'r-. Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LP v (vehlh) 63 139 C (m) (veh/h) 1088 544 V1c 0.06 0.26 95% queue length 0.18 1.01 Control Delay (slveh) 8.5 13.9 LOS A 8 Approach Delay (s/veh) -- -- 13.9 Approach LOS -- _ S Copyright 0 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 511812007 8:29 Ate TWO -WADY STOP CONTROL SUMMARY lL C';: a'.J' ... - _ - .. •p•r� 'GR.".'. :+. .r ram.-.1 '_T:^ _ e - - _ - taJ...- _ •''� X" ��r� . :. Analyst y RLA Intersection Foys rake Rod. & Valley View Rd Agency/Co. Abeiin Traffic Services Jurisdiction Date Performed 1/24/2007 Analysis Year y 2005 Analysis Time Period PM Peak Dour Protect Description Hubert Turner TIS EastlWest Street: Fo s fake Road North/South Street: Vall2y View Road Intersection Orientation: East -west Stud Period hrs : 0.25 „•F-.r ;_ - .. ."ir'. _'.Fc `,' . -'.•r:..y4,,i . -r . _ ..tip:.. `C,7e [(i -...ir-a rr. '+rN" z i*'ry_ 'ti-I !Ujor Street Eastbound Westbound Movement 1 2 3 4 5 8 L T R L T R Volume vehlh 128 27 75 243 Peak -Hour Factor, PHF 1.04 0.92 0.92 0.85 0.85 1.00 Hourly Flow Rate, HFR vehlh � 39 29 88 282 0 Percent Heaa Vehicles 0 0 -- Median iy12 Undivided RT Channelized 0 0 Lanes 0 0 0 0 Configuration TR L T Upstream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume vehih 32 35 Peak -Hour Factor, PHF 0.77 1.00 0.77 1.00 1.00 1.00 Hourly Flow Rate, HFR �veh/hj 41 0 46 0 0 0 Percent Heayy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR : .Silk j :l'C: 4••.•r.4:•.' ,• ..y;,i: :;,;-: +.. '• '• .v ;'y' i ,'- '+F.. w:. .+"i.'.y.- Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane configuration LT LR v (vehlh) 88 87 C (m) (veh/h) 1422 595 vlc 0.06 0.15 95% queue length 0.20 0.51 Control Delay (slveh) 7.7 12.1 LOS A B Approach Delay (slveh) -- -- 12.1 Approach LDS B Copyright 0 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 5//812007 8:29 AM TWO-WAY STOP CONTROL SUMMARY ram. Cur. •r^-. r - - r. - _ _ -y. - - •J :"i^�.� ='is_ ••.cif F.,{_ _y„.'.` R I - • � .h, �:,=: � :-s• , s �.. nsr.-�i��•�fr `M-•+S *-4 �' _ .. ..ors :•. .. - _'it'.�. =•� - .0 _�• ' _ - �� . _. _ ''i� �Y �':• �fi`G -'�-t 3��= - • �4 �_�' ti -- ,r . -Tk.:� i�.�-."+ ,-! • .L� .r.� • r, f....•r -. � - - -: n-. � `_ - � ..�rs'� .'r -• .+'ti.. - slysall.� •T.�CrJ�'L '��7��r ��-J :-- _ Analyst RLA Agency/Co. Abeiin Traffic Services Date Performed 5117/2007 Analysis Time Period AM Peak Hour Intersection Jurisdiction Analysis Year Sunnyside & Deaver 2006 Project Descri tion Hubert Turner TtS EastlWest Street: Sunn side Drive North/South Street: Deaver Street Intersection orientation: East -idlest Study Period hrs : 0.25 -N � :•'>, _ - - •� C�.� :. r•wiji .. Y :yi- y—i �" 'x- -• •_- .. _ _ r.�^:{�w • ram. e : �1 � 5 - r..f _ - - - �/t. �:. �.�+:J. - "-Y H�`-•T�r .- - - - _ ,/ i. Ir. �' � x "Irf �a _ y f?+ �..�: tea,= -,• s�,•�- - _ ri ?.�^•'�'�....• - ,�;': .•�• s+r` `� _ .S "• . - _ 7fs i�.'�rT .Y'. _ ..A7Ca�1'i•l7■'a.s- :�.�.'r•.. �. �.. ..-. _ Ma or Street Eastbound Westbound Movement 1 2 3 4 5 8 L T R L T R Volume (veh/hI 27 33 11 5 Peak -Hour Factor, PHF 1.00 0.59 0.69 0.55 0.55 1.00 Hourly Flow Rate, H F R Lv2!±h) 0 39 47 19 10 0 Percent Heaa Vehicles 0 -- -- 0 -- Median lype Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Cvnfi u ration TR LT U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume vehlh 44 58 Peak -Hour Factor, PHF 0.71 1.00 0.71 1.00 1.00 1.00 Hourly Flow Rate, HFR (ve!:! U 51 0 81 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade N 0 0 Flared Approach lit N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Con! oration LR 1,s w w .. .- _ - e: ti: - r..r` y '•.=:t r_fi --s•.. r A? .+ T-�. - _- - , '- - .. ,_:T;. ` _ `' ',_ 4 s' • ! • r,,, t_' N.f'=' Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 ww11 12 Lane Configuration LT LR v (veh/h) 19 142 C (m) (veh/h) 1523 950 vlc 0.01 0.15 95% queue length 0.04 0.52 l Delay (siveh) 7.4 9.5 rpproach A A Delay (s/veh) �- -- 9.5 ach LCS A Copyright C 2005 university of Florida, All Rights Reserved TICS+Tm Version 5.21 Generated: 511812D07 8:29 AM TWO-WAY STOP CONTROL SUMMARY ::k= E -- - . tia,T,,'- `• c'..'" - .•r/,/_•.JtiC".=f'`:I: .r.-1�' ` rd: • J.- y.y—.` _ _ _ _ _- • -.— ;-,7 rJ i'.YT'r"+�. +Yy''.g-,' »"'�'= f• S /•�sy .- _ - �iyL=p •h_.-z `�'`i,Tr-. sw•T .' Own - - • �r•^i. i.ML,}•r_�q .wi :wit+ R.r..','.W.JA..fj•Z Y• i Analyst Agency/Co. Date Performed Analysis Time Period RLA Abelin Traffic Services 5/17/2007 PM Peak flour Intersection Jurisdiction Analysis Year Sunnyside & Deaver 2006 Project Description Hubert Turner T1S EastNVest Street: Burg side Drive North/South Street: Denver Street Intersection Orientation: East-West Stud Period hrs : 0.25 »ice - -• - a� •'y._• f•r.,i •• .r}[..�y,•..- t+ -,r .••..-` r -Y'a J,.. ('T•.F]i'■l/Lu. _ ` r_.•- . "'1'f� •S'.....(rl: ir.'-. � . ,+ _ _ yet.. 1 7yad ' [:Si,:._ •Tf �5�i��,.." K. 'i: :+4t.y.. s.'s'T w. ' Ma or Street Eastbound Westbou n d Movement 1 2 3 4 5 6 L T R L T R Volume LvehLtj.26 67 58 43 Peak -Hour Factor, P H F 1.00 0.69 0.89 0.72 0.72 1.00 Hourly Flow Rate, H FR (veh/hL0 0 2� 75 80 59 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 1 0 TR LT stream S i nal 0 0 IConfiguration Minor street Northbound Sorhthbound Movement 7 8 g 10 11 12 L T R L T R Volume vehfh 49 37 Peak -Hour Factor, PH F 0.82 1.00 0.82 1.00 1.00 1.00 Hourly Flow Rate, HFR vehlh 59 0 45 0 0 0 Percent Heav Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channeiized 0 0 Lanes 0 0 0 0 0 0 Configuration SLR �• *.. ,}�i.t4_ti,:, •c.t:--=-i_'i'. - _ - '.r r7ycf LAW,•• •'j! •ram:.{. _�ti'xr;! '1/!!'_-':. _ :S71 .-'-k.� '•. T:i• z17rti •.[ tt .dt •, •J^{.: _ ti yc•r_:5 ,-l.!• e15:. -,.aF;'ir roach Eastbound Westbound Northbound Southbound ement rLa 1 4 7 8 9 10 11 12 e Configuration LT LR ehth) 80 104 C (m) (vehlh) 1500 784 v!c 0.05 0.13 g5% queue length 0.17 0.46 Control Delay (slveh) 7.5 70.3 LOS A B Approach Delay (siveh) 10.3 Approach LOS NOW B Copyright 0 2005 University of Florida, All Rights Reserved HCS+Tm Vernon 5.21 Generated: 5/18/2007 8:29 AM TWO-WAY STOP CONTROL SUMMARY :.Kr,•.gi-•• --.+"7r.. yzr ].W � h-f -It - ..L '-..xr-• ^-4•s� _ i :'•-`r-•^ - „f ,+a .- '. :4,,[ i3] . SY•. �' j . .. : :- r" - .'-,r-:,:6f' Sl _ e.t-. '•rrs..n Analyst Agency/Co. Date Performed Analysis Time Period RLA Abelin Traffic Services 5/17/2007 AM Peak Hour Intersection Jurisdiction Analysis Year 11 th & 7th 2006 Project Descri tion Hubert Turner TIS EastlWest Street: 11th Street West North/South Street: 7th Avenue Nest Intersection Orientation: East-West Stud PeriodJhLs): 0.25 +...' - v - .e .•e t" ''^.+ ■ - .ice: -; ..r q:_ s.lt- ,r :.«+rr •"L-.;j';+ - _ _4 !. s •;. , .w - - -i- _ - r - +^•'`- .r .. - - .. '3- C,:..4..'t-.'.f _ .. - - - a- ''. :". .r-ran F �y. - _ •;^.i}It f^ire-s'+ .. - - .•C,-rs. T7..��+s't`.: ' i.� 1. .Y•S • ... •ira-iiM.'yr•• is •I y• . .: ..:.ram MajorStreet Eastbound Westbound Movement 1 2 3 4 5 5 L T R L T R Volume vehlh 0 77 2 12 53 35 Peak -Hour Factor, PHF 0.65 0.55 0.65 0.62 0.62 0.52 Hourly Flow Rate, HFR vehlh 0 118 3 19 85 58 Percent Heayy.Vehicies 0 -- -- 0 -- . Median Type_ Undivided RT Channelized 0 0 Lanes 0 0 0 1 0 Confi u ration LTR L TR U stream Si nal 0 0 Minor street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume Lveh/h) 0 13 15Y 39 5 Peak -Hour Factor, PH F 0.65 0.65 0.65 0.89 �/a 89 0.89 Hourly Flow Rate, HFR (veh/h) .. 0 27 I I 24 43 I 8 I 1 Percent Heayy Vehicles a 0 0 0 0 0 Percent Grade WJ 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Conf urabon LTR LTR Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vehlh) 0 19 51 50 C (m) (vehlh) 1452 1479 727 520 v/C 0.00 0.01 0.07 0.08 95% queue length Control Delay (slveh) 0.00 7.5 0.04 7.5 0.23 10.3 0.25 11.3 LOS Approach Delay (slveh) A -- A -- B 10.3 B 11.3 Approach LOS -- -- B B Copyright 0 2005 universes of Florida, All Rights Re"rved HCS+TM Version 5.21 Generated: 5/18/2007 8:28 AM T OwWAY STOP CONTROL SUMMARY do . :\ ��.k. ^Y�'. •.. •.C'=��-. � AC.:if• -�%rwi. r_ r•-�l�x/r0•�'.'��•L.'!-.. __ .r'-.'+� Y•�• � ..yrr. :7!r„1 - n�� 'L �L _ -.YNr ��h� tT,I~ •i�• -f✓ � • '-Fj•[.i� �'1. ••7': •_;• w� • Yw-.-F _ SET [. �w 4'r V y �•i % _a •H•• �� ^T r 1.i Fr3 �.��!,',!•• 1�- .ZAr�{ '�+ L�.,:�-�. .i' �_ir}:CLY cr•. Analyst RLA intersection 11 th & 7th Agency/Co. Abelin Traffic Services Jurisdiction Date Performed 5/17/2007 Analysis Year 2006 Analysis Time Period PM Peak Hour Project Descri tion Hubert Turner TIS EastlWest Street: I1th Street West North/South Street: 7th Avenue West Intersection Orientation: East-West Stud Period hrs : 0.25 - _ -;% .. .. :� .. _ " •d :r .. • - y -jjV- f�'r.:�: s1 �. , _---v ' r�-n..._ •F}: AM _ ..� i y •.r _ - 4 '7�_��.�� C: �... --- - �. .. - - _ ._ . �Tt r:;- ",. r'r�=W: r - ''31'`'':'•'yti.. _.�±Yiy.-•- l .. . _ Major Street Easthound Westbound Movement 1 2 3 4 5 8 L T R L T R Volume(veh/hl____0 52 5 34 82 fig Peak -Hour Factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84 Hourly Flow Rate, H F R (veh/h2_._ 0 73 5 40 97 82 Percent Heavy Vehicles 0 0 --- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor street Northbound Southbound Movement 7 8 9 10 11 12 L T R L. T R Volume veh/h 1 18 10 48 29 3 Peak -Hour Factor, PHF 0.78 0.78 0.78 0.91 0.91 0.91 Hourly Flow Rate, H F R jveh/h2 1 20 12 52 31 3 Percent Heavy Vehicles 0 W. I0 0 0 0 0 Percent Grade°Ia} 0 0 Flared Approach N N Storage 0 0 RT Ohannelized 0 0 Lanes 0 1 0 0 1 0 Oonfi uration LTR LTR . .... - t.t T: - dam: ' tt+ i ' .<,_ b -- _ ^ :.''n , .. _ 1. - Yti a :; +:r+; }•ti iY+i a.'.t[ Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (veh/h) 0 40 33 86 C (m) (vehih) 1409 1533 677 612 v/c 0.00 0.03 0.05 0.94 95% queue length 0.00 0.08 0.15 0.49 Control Delay (s/veh) LOS Approach Delay (stveh) 7.6 A -- 7.4 A - 10.6 8 10.6 11.8 8 11.8 proach LOS - - B B Copyright 0 2G05 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 5/18/2007 8:29 AM TWO-WAY STOP CONTROL SUMMARY � - ifi • .. . r!sr �.it, Y -'.i .-J' rr. �• _ _ 1 •_ '•C j arS SL Iv� i : - y 'y` �f.� _� y _ �r� Ri •- " _[4=.f�'.lr.'Gro: t .A. '4 y f'1+3' T'••.t. L ti.'h7nd"ti''p- 'f. %•L'fi'Y '1=rr-.n.: Analyst RLA Intersection 11th & 5th Agency/Co. Abelin Traffic Services Jurisdiction Date Performed 511712007 Analysis Year 2006 Analysis Time period AM Peak Hour Project Description Hubert Turner TIS EasVWest Street: 11th Street blest North/South Street: 5th Avenue West Intersection Orientation: East-West Study Period hrs : 0.25 yS z: ��_ '1pw _.i 1• t'-.- •xtr. y f•i Ytt. - �• _ .• ..r.y t/ ry •V L r[fi •'•3. .fir. ,i..6 7 ..-.y T .1�1-•.. f.�' -ti_-�.• _ i :: :'r:' - _ ',-.,--. J =, t.. '3 .+ � ram. ` ~ ':; - r mot"- ._ •-4'..P,,::S`l-.'.i7u'.. r r 'fir :✓=1xrie•-a- •'��r""Yrr •i' w: ..Y. a-:. l :ia.«.:sSryCr.. c„r..Ls._ .s-:{ Major Street Eastbound Westbound Movement 2 3 4 5 6 L T R L T R Volume vehf h 8 135 0 7 82 56 Peak -Hour Factor, PH F 0.74 0.74 0.74 0.74 0.74 0.74 Hourly Flow Rate, HFR vehlh 10 182 0 9 110 75 Percent Heavy Vehicles 0 — 0 -- - Median jyp2 Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Confi u ration LTR LTR gatream §Anal 0 0 Minor Street Northbound South bou n d Movement 7 8 9 10 11 12 L T R L T R Volume Lveh/h) 1 50 54 55 12 4 Peak -Hour Factor, PH F 0.85 0.85 0.85 0.82 0.82 0.82 Hourly Flow Rate, HFR vehlh 1 58 63 67 14 4 Percent Heaq Vehicles 0 0 0 0 0 0 Percent Grade°lo} 0 0 Flared Approach N N Storage 0 0 RT Chan nel Ezed 0 0 1 Lanes 0 1 0 0 1 0 lCopfawati-on _____LTR LTR z.. . ; .:: - : .r i►.• - "rr ., . _"• t' . • yr' - q`S'•ri - =i _:ti ' - - :tom. ... - - .'r:.i'•'i x%-3-+i •r.•i i Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vehlh) 10 9 122 85 C (m) (vehLh) 1402 1405 663 480 0.01 0.01 0.18 0.18 Ivic 95% queue length 0.02 0.02 0.67 0.64 Control Delay (slveh) 7.6 7.6 11.7 14.1 LOS A A B $ Approach Delay (stveh) -- — 11.7 14.1 proach LOS -- -- B S Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 5/1812007 8:25 AM TWO-WAY STOP CONTROL SUMMARY - . •r :u-'•: •.•.k'- :4.-c.,-y-x - -• Owl. .� - t+S%-.-r .. -.= STc:•i•. f j%~-.•• . i .. _ - 'i'' 3r"ai`}tiRr�i <L, x _ .` ''' - _ * : E: 4 ,Y: f _ • '`• N- r': _ _; 'fir - : \. Yam�(j`� y.f . ,,,,k - =i,-N Analyst Agency/Co. Date Performed Analysis Time Period RLA Abeiin Traffic Services 51 V2007 PM Peak Hoar Intersection Jurisdiction Analysis Year 11th & 5th 2006 Project Descri Lion Hubert Turner T!S EastlWest Street: 11 th Street West MENU ...... North/South Street: 5th Avenue West Intersecton Orientation: East-West Stud Period hrs : 0.25 NEEMODEMOMMONf • r. ;'. •Z l'r : J. ` .t �r�..'1 •[": *' -•} h. ;^_ . {, •+ir JR-. .'i: ' -' "_ .. ; • _ Cj� �l,.v� __� •: F� ' .- r` 1 " isG r � F 2 A H -i` _ IQ �r:µx _- _� r•'_ ' _"�.►¢ - �ti�"�r -.s �`z-� r T T3 .M1rM,Fl �.L.7:tl: -! �R .5 n -_: a: J` "' . .`• 'r. .- .. - Major Street Eastbound Westbound Movement 2 3 4 5 6 L T R L T R Volume vehlh 7 100 3 29 193 97 Peak -Hour Factor, PH F 0.82 0.82 0.82 0.81 0.81 0.81 Hourly Flow R_ _ate, HFR S 121 3 35 238 119 � Percent Heayy Vehicles 0 0 - -- Median Tye Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Conf u rab on L TR LTR U stream Sianal- 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume vehlh 2 19 38 125 68 17 Peak -Hour Factor, PHF 0.82 0.82 0.82 0.86 0.86 0.85 Hourly Flow Rate, HFR Lveh/hJ...___ 2 23 46 145 79 19 Percent Heayy Vehicles 0 0 0 0 L 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Confi u ration LTR LTR Ty,'.�..•. raw %i : - ..0 :.C. .: :,2- .. --• - 1i: '" _ ::"F.i, 7=f• �•'t : ' • - . • . s . - '. .' - -A ',{,' y'S,. `r: .f ; r, - Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 14 11 12 Lane Configuration LTR LTR LTR LTR v (veh/h) 8 35 71 243 C (m) (veh/h) 1213 1475 650 434 0.01 0.02 0.11 0.56 1vfc 95% queue length 0.02 0.07 0.37 3.35 Control Delay (sJveh) 8.0 7.5 11.2 23.3 LDS A A B D Approach Delay (slveh) -- -� 11.2 23.3 proach LOS -- - B C Copyright 0 2005 University of Florida, Al! Rights Rwwrved HCS+TM Version 5.21 Generated: 5/18/2007 8:28 AM Approach Eastbound Westbound Movement L T R L T" R Volurne (vehlh) 27 149 68 5 60 30 '�Thrus Left Lane Appmqh Northbound Southbound Movement L T R L T R Volurne (vehth) 74 186 15 45 91 7 %Thrus Lett Lane Eastbound Westhound Northbound Southbound L1 L2 Lt L2 LI L2 LI L2 Configuration L TR L TR L TR L TR PH F 0.85 0.79 0.83. 0.77 Flow Rate (vehlh) 285 118 331 185 % Heavy Vehicles 0 0 0 0 No. Lanes 1 1 Geometry Group Duration, T 0.25 .• ! r _ ^'d1': `y .'1'f a . .i'. 'i sJ. ::.+ ".:T,"' •.�• •T¢i'.:, '.4M1 .Ir yG 'M•r• „C.•v•ti^1 ,• '95t'•a► .Y'Fi'iWr.: :552-+i _.+ii'_.5•.tv.'S,.:.4. Prop. Lett Turns 0.1 0.1 0.3 0.3 Prop. Right -Turns 0.3 0.3 0.1 0.0 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-•adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0. 6 -0. 6 -R0. 6 -o. 6 -0. 6 -0. 6 -0. 6 -0. 6 hHV-edj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -0.1 - . 0.0 0.0 w7r `... ......{.r+ • }-♦' .- . . x. -. .. .2^ aml_ .'. C4ty y ••7=.': , .h: ..:-�� w`•r ti .Y.L : aw : ,.. '. J_ • r ::r" %"." hd, indial value (s) 3.20 3.20 3.20 3.,20 x, initiaal O.Z5 0.10 0.29 0.16 hd, final value (s) 5.43 5.72 5.41 5.66 x, final value 0.43 0.19 0.50 o.29 Mov"p time, rn (s) 2.0 2.0 2.0 2.0 Service Time, (s) 3.4 3.7 3. 4 3.7 SR- " 'y 1} i��a� � r.--.-e--en-s ��.h;Y,i,_: _ - - ,. "-c"I r • -*t tea" J: .-i. s . > _ . _ .. , ..M• ' .i :' • i vim. :rY"• r 4 . • '�_ C."S^f.F :=-• « ' Eastbound Westbound Northbound Southbound ICapacity LI L2 LI L2 L1 L2 L1 L2 (vehlh) 535 368 581 435 Delay (slveh) 12.47 10.03 13.63 10.97 LGS B B B Approach: Delay (stveh) 12.47 10.03 13.63 10.97 LGS B $ B B Intersection Delay (s/veh) 12.27 Intersection LGS $ Copyright 0 2005 University of Florida, All Rights Reserved #GCS+Tm Version 5.21 Generated: 51/8/2007 8:28 AM ALL -WAY STOP CONTROL ANALYSIS `.�e.y....-. _ '- _ ,NjC.T •_ - aL'.' ._ .... - i r -• Tf -.1 k tr .�►i*r=r Ti. - - : 'n _ _ . t. SC - .:c• 7 - :'..+: •,i!.� :tii .�a� �F" .r=., :+S'^� - _ ::.i�-.IY�Tiv y.,. - '.•:•.:.�" l�i'�? _ :yri . _ - -1 Y r,+[iG .::+ . : -'1+• �•'.•Y'.r.7 C+.ra._... ..L''� - - k'.+... °aa�s.1r-. -`-_:' , Analyst RLA Agericy/Co. Abelin Traffic Services Date Performed 511712007 Analysis Time Period PM Peak Hour Intersection 1 1 th & t St Jurisdiction Analysis Year 2005 PMita ID Hubert Turner T!S EastlUl►est Street: 11 the Street West NortNSouth Street: I st Avenue West !',ie's"`7pc." `• _ 'M3:{i" `�;w ........ .. •. .f.>• ,4•,.: by..•w'e _ - MUM, 820�ch Eastbound Vliestbound Movement L T R L T R Volume (ve") 19 169 92 16 109 26 °/OTtns Left Lane Approach Northbound Souhbound Movement L T R L T R Volume (vehlh) 22 192 164 82 163 27 °/*Thrus Left Lane mom Eastbound Westbound Northbound Souhbound L1 L2 Lt L2 L1 L2 Ll L2 Configuration L TR L TR L TR L TR PHF 0.87 0.89 0.92 0.86 Flow Rate WA) 320 168 409 315 % Heavy Vehicles 0 0 0 0 No. Lanes 1 1 1 Geometry Group 1 1 1 Duration, T 0.25 - ..• 'ri!. �,.i, • M Ar •"'rti_ • ,'; • .:7. •• v-; .: u swv1'eFy'.:. .iv, Y'. ii`~:.r swy';t.-L_ Prop. Left-Tu ms 0.1 0.1 0.1 0.3 Prop. Right -Turns 0.3 0.2 0.4 0.1 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 --0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -0.2 .0.1 --0.2 0.0 :;- -•?-• _ _.ae . i:ycrccx "ti_ •-'r.'v. �,'2'S` -; leCr :ti... li.._ -.•"+:_ -- -. _ _ - eS.Tv .-1:,F_...-.Y.. .yYf.- • r.•' •-- -r • '.Y -= !' - - -. ` - -tom• C •-.,ctiw, ~ •.• • +'-- .'_qS _-r. .L- •-4:: _' .,P � .'t•.•'-' �:�r'' -•'ti= ''-1 .:4. Sri+ R ^.' Ti't :^tier-: ...., hd, initial value (s) 3.20 3.20 3.20 3.20 x, initial 0.28 0.15 0.36 0.28 hd, final value (s) 6.47 7.01 6.07 6.50 x, final value 0.58 0.33 0.69 0.57 Move -up time, m (s) 2.0 2.0 2.0 2.0 Service Time, (s) 4.5 5.0 4.1 4.5 -r.Yr ♦y.'K' - _ - 7. _ K.-... ;. h: - 'i r-` •r `-� rt'. ..+Y,4•� .t y'♦ .ewe no Tam... Y.- C-:. '.Tw.nry .3 •:;'I' Yr.s .r y .r 1, •_ : rT-r.r ... .7"...i... ;; ..,.. lST K •1-. f•r .•' . .,r..ti _ _{a+. • _ i` :... T' ::. .... :4ii- i `tl', f;._. __ _ y,R• ii r.4:. 4..: k hY13' C T..i:i- .... ... ii'.'1etlr.:..','...4'r'M %+' .`.T law:. } y4i'' I Eastbound Vlestbound Northbound Souhbound Ll L2 L1 L2 Ll L2 Ll L.2 calm 4Ve"3 508 417 562 510 Delay (stveh) 17. 86 13.39 21,48 17.73 LOS C B C C Approach: Delay th3 17.86 13.39 21.48 17.73 LOS C B C C Intersection Delay (sNeh) 18.43 intersection LG5 C Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 5118/2007 8:28 Ai l SHORT REPORT _ Analyst RLA Agency or Co. ASelin Traffic Services Date Performed 112412007 Time Period AM Peak Hoar l me rsection Main St. & 11 fh St W Area Type All other areas Jurisdiction Analysis Year 2006 7 _ ems•.'• yi:,r•s»• :!'�_ `.�' +.!^..._ - -• -- �• !v�r:.l�-rr. re:fi]fi':r. .i^ -�� -� .."�""-''•• r •.•r`l]i. .. _ -;cd.. _ =yet _ ?.•�Lr'Lr. •_ .: : r.`.rt�' :L- .,..s,, ..•. �r'• . _ .:.... �•+7•3^:� i �r` %�; ;a- r EB WB N B SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Lane Croup LTR LTR L TR L TR Volume (vph) 28 98 167 56 102 7 62 704 5 4 562 11 % Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.89 0.89 0.89 0.86 0.86 0.86 0.79 0.79 0.79 0.87 0.87 0.87 Pretimed/Actuated (PIA) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/BikefRToR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 F3.2 3:2 3.2 Phasing EW Perm 02 03 04 NS Perm 06 07 08 Timing 9 C= 32.0 C= G= G= C= 40.0 G= G= G= Y= 4.5 Y= Y= Y= Y= 5 Y= Y= Y= Duration of Analysis hrs = 0.25 C cle Len th C = 81.5 +:.t .lam- .•_ _ ur:n. . :�.r�� +`'•_ L_ _ {•_. .. F � • - fir. �wt'"-.nee -'r �• ram. - - :� .. - . i- ^,a. v-.r . `G- r •o :r. s`'. :� i` r•.7 may .. '�• r 7`r'"n EB WB NB SB Adjusted Flow Rate 329 192 78 897 5 659 Lane Group capacity 662 606 203 932 93 930 We Ratio 0.50 0.32 0.38 0.96 0.05 0.71 Green Ratio 0.39 0.39 0.49 0.49 0.49 0.49 Uniform Delay d, 18.7 17.2 13.0 20.0 10.9 16.2 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay dz 2.7 1.4 5.4 21.7 1.1 4.5 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 21.3 18.5 18.4 41.7 11.9 20.7 Lane Croup LOS C B B D B C Approach Delay 21.3 18.5 39.8 20.7 Approach LOS C B D C Intersection Delay 29.2 Intersection LOS C Copyright 0 2005 University of Florida, All Rights Reserved HCS+T M Version 5.21 Generated: 5/ 18/2007 8:24 AM SHORT REPORT onr :. � • - �tri Si: -=". • _ "i�.. c,`"x'.,.,. *; • _YrkIF_ . .:GL'!S ' . - Analyst RLA Intersection Main St & 11 th St W Agency or Co. A beiin Traffic Services Area Type All other areas Date Performed 1/24/2007 Jurisdiction Time Period PM Beak dour Analysis Year 2006 li' .. z,r . ..n .: •. _ .. . r-r.� ;?: ;: ,�-�. -'t' � r2+ ::,r► '-ate ' t -- _ - _ g. ^}}.,' .•- '-5... YS _ _ t.4 ._ :;' }':a r• ofy 7� •�L:►X' lima EB WB NB SS LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Lane Group LTR LrR L TR L TR Volume (vph) 25 117 200 109 119 18 49 698 16 10 805 17 % Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 P H F 0. 82 0. 82 0.82 0 96 0. 96 0. 96 0.96 0.96 0.96 0.89 0.89 0.89 Pretimed/Actuated (PfA) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTGR Volume 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing EW Perm 02 03 04 NS Perm 06 07 08 TimingG= 32.0 G= G= G= G= 40.0 G= G= G= Y= 4.5 Y= Y= Y= ly= 5 Y= ly= Y= Duration of Analysis hrs = 0.25 C cle Length C = 81.5 ^:tom - - _""s...:.-_ c r - - __ _ .�.�-��;`r `.,}"`.•7- _- _ 1 7u" s• _ ..`s. f.:f'i'•' ._ rr-:• '.�+. - y�,;, - . r:: v"".' -s.' .. -» _ . �;• �..P A Ry;.:\ '+.� T EB WB NB SB Adjusted Flow Rate 417 257 51 744 11 923 Lane Group Capacity 664 457 93 929 141 930 v/c Ratio 0.63 0.56 0.55 0.80 0.08 0.99 Green Ratio 0.39 0.39 0.49 0.49 0.49 0.49 Uniform Delay di 20. 0 19.3 14.5 17.4 11.0 20.6 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 incremental delay d2 4.5 4.9 21.3 7.2 1.1 27.8 PF Factor 1.000 1.000 1.000 1.000 1. 000 1.000 Control Delay 24.4 24.2 35.7 24.6 72.1 48.4 Lane Group LGS C C D C B D Approach Delay 24.4 24.2 25.3 47.9 Approach LGS C C C D intersection Delay 33.8 Intersection LCS C Copyright C 2005 Universes of Florida, All Rights Reserved HCS+TO Version 5.21 Generated: 5/18/2007 8:26 AM TWO-WAY STOP CONTROL SUMMARY •t::',ti_ - • :r: ,•r.k- i _ rt;' .c` in::;:' .,._._. - .w,•ew :tee-! ,r_ rmm YyF .'X�iL .LiQ!' :' Analyst Agency/Co. Date Performed Analysis Time Period fRLA Ab f n Traffic Services 112412007 AM Peak Hour Intersection Jue�sdiction Analysis Year y Foys Lake Rd. & valley View Rd With Development � Project Descri tion Hubert Turner T1S East/West Street: Eas Lake Road North/South Street: Valley_view (Road Intersection Orientation: East-West §tudyPei ■od (hrs): 0.409 •YCr -4.> >- •eti, _ 1 16, .r+'•.'-LC:i'-ice .. `-fix n..5.. . _ .L" rtr.- _.. ., ... - ,.%, '.h•_. - st '1 ;-1`-:. •+-.. t_ •Y. - ';:Y,,. •fiv •.' _ Ago , -„ :cF-_.. .; .•,r- w+ l __ _ , s . ti ti, :.--tr r s4 -•'i}•.. ri.•. .,� .L: - - - 'f. 7'aiaa _ a .x i *`' Lftaor Street Eastbound Westbound Movement 1 2 3 4 5 5 L T R L T R Volume (veh/hL 339 31 42 73 Peak -Hour Factor, PH F 1.00 0.76 0.76 0.61 0.51 1.00 Hourly Flow Rate, HFR (Keh/h) 0 446 40 68 119 0 Percent Heavy Vehicles 0 -- -- 0 -- - Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT U stream Si nal 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume vehflh 22 96 Peak -Hour Factor, PH F 0.78 1.00 0.78 1.00 1.00 1.00 Hourly Flog Rate, H F R vehlh 23 0 123 0 0 Percent Hem Vehicles 0 0 0 0 0 0 Percent Grade 0 0 Flared Approach N N a 0 lStorage RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confl2uration LR 1T ' i%^'' -•... - ••C .TL..'/' i-`^•ii'R...i t f+flq e! V • f'•' 1. .',. - Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Configuration LT LR v (vehlh) fib 151 1Lane c (m) (veh/h) 1087 539 vlc 0.05 0.28 95% queue length Control Delay (siveh) Los Approach Delay (&Iveh) Approach LOS I -- 0- 0.20 & 5 A .- --.1 1.14 14.3 B 14.3 B CgWright 0 2005 university of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 5/18/2007 8:58 AM .ey-- ,•r:- .. mn TWO-WAY STOP CONTROL SUMMARY -- -- _ -_c-. :: ►+'-.r.^,=^k'.-•;.... .: r^•, •. T-.• f..- .'••. :- - .. k,•':. - - met ••+ J. :.• ' - r•,+-;' _ - _ rr: '{y . - VC.. - .i•k yc_ r • = - '. =ra - _-:r• - -i x•.'-t' .Y.- __41- ri ~'=_.'.O u r-y .' ...7. i.w �% .' '.i+ _ _ —F n�a `. l:. r r .ti a - 2X Analyst Agency/Co. Date Performed Analysis Time Period RLA Abelin Traffic Services 1/2412007 PM Peak -lour Intersection Jurisdiction Analysis Year Y Fors Lake Rd. & Valle, View Rd With Development � � Prj ect Description Hubert Turner T1S EastlWest Street: Fos Lake Road North/South Street: Valle View Road Intersection Orientation: East-West Stud Period hrs : 0.25 JW`!':;7L.:'`.ti, •:_, ,e= mor Street Eastbound Westbound Movement 1 2 3 4 5 5 Volume(veh/!�- L T 128 R 29 L 84 T 243 R Peak -Hour Factor, PH F 1.00 0.92 0.92 0.85 0.86 1.00 Hourly Flow Rate, NFR vehlh n 139 31 97 282 0 Percent Heavy Vehicles 0 - -- 0 A-- - Med ian T Undivided RT Channelized 0 0 Lanes 0 1 0 0 0 Configuration TR LT Upstream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume vehlh 33 41 Peak -Hour Factor, PHF 0.77 1.00 0.77 1.00 1.00 1.00 Hourly Flow Rate, H FR veh/h 42 0 53 0 0 0 Percent Hem Vehicles 0 0 0 0 0 0 Percent Grade N 0 0 Flared Approach N N J 0 0 IStorage RT Channelized 0 0 0 0 0 0 0 0 lLanes Configurabon LR r r.1'{, •r. - R -� �'c' r' ' •.-r [.1(A• • .,+LJ �"'' i . ` : it Approach Eastbound Westbound Northbound Sorthbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vehlh) 97 95 C (m) (veh/h) 1420 595 vlc 0.0 0.16 95% queue length 0.22 0.56 Control Delay (s/veh) LOS Approach Delay (slveh) _ 7.7 A -- 12.2 S 12.2 Approach LCS -- B Copyright 0 2005 University of Florida, All Rights Reserved FMCS+TM Version 5.21 Generated: 5f'1M007 8:58 AM TWO-WAY STOP CONTROL SUMMARY Y' -mot .. ,►` := Y!+ ".:-. wil .. - :7''w-w j � ;•. u... ., rig y:j- C'.`r r:r - - r. ;,` ti'_ f m •.. ... - 1•�,.V i.._. •.L:n. - --- - - . :' _ • +.r - - . - i.� :v"... Y, i , r 1.'J'R �'a ]7 yr• J y. +S s �Pe �•5.. fy '}4Y.�yY?••- 'V��7..i- di..,-.' Analyst Agency/Co. Date Performed Analysis Time Period RLA Abelin Traffic services 511712007 AM Peak Hour Intersection Jurisdiction Analysis Year Sunnyside & Denver With Development Project DeEn tion Hubert Turner TIS East/West Street: Sung side Drive North/South Street: Denver Street Intersection orientation: East-West Study Period (his : 0.25 --+1.• w - •, . - - a� - - t R ,'+`i_ _ . ,• '. --..'+,ST!'"-'i i`.i _ E .. r.:�,.y _ rti,'.•• ff.r. '�, fy»=r iY -i: . �i•' .. 'Y 'F S _:..Yf .1F-..N`^13.• rS rt• J•--' -•: .i _ ''}+ �• 'R •'./_'.fir' s�' ram -!F •. "7'."• .. -r . ! - _ _ -c.rpr{.y wry s..i - r +wr ` Yv'fnL:_ .• -nl.• .La..erf: 3-• - .. •C-4la'.:..- Y j. 1If •\.7j`�N.i'' I M1+r y,..y.+l , Y�.. R•'S1• ..1wf Y•. rYY '`. .C,-mac'_'--'•r:Y. t .''ti�. •'. .. � or street Eastbound Westbou n d Movement 1 2 3 4 5 6 L T R L T R Volume vehlh 38 35 11 10 Peak -Hour Factor, PHF 1.00 0.69 0.69 0.56 0.56 1.00 Hourly Flow Rate, H FR vehlh 0 55 50 19 17 0 Percent Heavy Vehicles 0 -- -- 0 Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Conf u rabon TR LT Upstream Sianal 0 0 Minor street Northbound Southbound IrVlovement 7 8 9 10 11 12 L T R L T R Volume vehfh 45 56 Peak -Hour Factor, PHF 0.71 1.00 0.71 1.00 1.00 1.00 Hourly Flow Rate, HFR vehlh 63 0 31 0 0 0 Percent Hea Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Cha n nelized a 0 Lanes 0 0 0 0 o 0 Conf u ration MJ. IMI LR --�. - �LG.ice•-.• .. j-: . 'i - v ^~- .:•,r tip. h ��:-► f;., w%-.i. .ti.f. .ti K.k - x!ui.'i• v. S •1•. .y. `4.-1r' -. Y.:. Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 19 144 C (m) (veh/h) 1499 923 Vic 0.01 0.16 95% queue length 0.04 0.55 Control Delay (slveh) 7.4 9.6 Los A A Approach Delay (stveh) -- -- 9.6 !Approach LC S -w A Copyright 0 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 5/18/2007 8:58 AM T O=WAY STOP CONTROL SUMMARY wti"`'; - - • .. ---,..r..- �f rr-r-:< . 1. �rI�L _ ...'f'+c.. _-tea sw r: - r...K .+• r..r`"'-f2'-'•'- F .. ��- .. -. - - =a-r t �.'•�T. • !x •.:. C,^. Analyst RLA AgencylCo. ASelin Traffic Services Date Performed 5/17/2007 Analysis Time Period PM Peak Hour l ntersection Sunnyside & Denver Jurisdiction Analysis Year With Development Project Descd tion Hubert Turner TIS East/West Street: Sun n she {give North/South Street: Denver Street Intersection Orientation: East-West Stud Period hrs : 0.25 c .• p �ol - s.. ors - .-C. - -'fie'•' r. %.:. - - Major street Eastbound Westbound Movement 1 2 3 4 5 5 L T R L T R Volume vehfh 33 69 58 55 Peak -Hour Factor, PH F 1.00 0.89 0.89 0.72 0.72 1.00 Hourly Flow Rate, HFR jveh/hj_... a 37 77 80 77 0 Percent Hem Vehicles o J — --A o -- -- Median T pe Undivided RT Channelized o 0 Lanes 0 1 0 o o Confl u ration TR LT Upstream Signal 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume vehfh 52 37 Peak -Hour Factor, PHF 0.82 1.00 0.82 1.00 1.00 1.00 Hourly Flow Rate, H FR vehfh 53 0 45 o D o Percent Heamy Vehicles o 0 o D o 0 Percent Grade N o 0 Flared Approach N N 0 o RT +Channelized U o lStorage Lanes 0 o 0 0 0 0 Configuration LR S'. ''4._ - rt _ r' _ _ •-.�.•-. - nj. 'S ..:. ..c -iRr, ,i', - _ - _ - - .. sC • rr :'S?: '• c" w f.t -° `-i['-- yr. .:s j Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vehfh) 80 108 C (m) (vehfh) 1488 755 vlc 0.05 0.14 95% queue length 0.17 0.50 Control Delay (siveh) 7.6 10.5 LOS A B Approach Delay (slve h) 10.6 Approach LOS B Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 5118f2007 8:58 AM TWOwWAY STOP CONTROL SUMMARY KI 't'e..;• M=,: l{i f.+7.r4�•-` •'iL�� KF� .r+•i44 'r:%'.. r.r'. .7. ;lt�sdr. Analyst Agency/Co. Date Performed Analysis Time Period RLA Abefin Traffic Services 511712007 Ally! Peak lour Intersection Jurisdiction Analysis Year 11 th & 7th With Development Project Descri Lion Hubert Turner T1S Eastf West Street: 11 th Street rest Intersection Orientation: East-West N o rthiSou th Street: Study Period hrs : 7th A very cue West 0.235 -- - .- •ay ,r:.;i -..,.. ...-i:• •-,j, r J'-,'.: :.n.;wu. -' y.,-phi' :.r ",'s.-`` --. •s` `�•L..'. •{-- ]`r - •-�_�. .-. •r - -.:Y...--:r_,;. y•C' "..ice. v J' •r. :r,+,i,.-1 -•cY 7f R.'A'- Mpjor Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/hj 0 77 2 12 53 38 Peak -Hour Factor, P H F 0.65 0.65 0.65 0.62 0.62 0.62 Hourly Flow Rate, HFR vehfh 0 118 3 19 � 5 58 Percent Heav Vehicles 0 0 -- -. Median Type Undivided RT Channelized 0 4 Lanes 0 1 D Q 1 0 Confi u ration LTR LTR Upstream Si nal 6 0 Minor street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume vehlh 0 20 15 39 7 1 Peak -Hour Factor, P H F 0.65 0.65 0.65 0- 89 0.89 0.89 Hourly Flown Rate, H F R vehfh 0 30 24 43 7 1 Percent Hea Vehicles 0 0 6 0 D 0 Percent Grade (%) 0 0 Flared Approach N N Storage 6 0 RT Channelized 6 6 Lanes 0 1 6 0 1 p Confi uration LTR LTR 001- &+� • -": - T.i• 'Cw - t,. 1 j ' yam_ .:Y• ' * •!v ',Yip- ram%•-„-4•,'. - _ -+ �[' VIMI*A -L •. -fir. •-• - .t .'E.--' vY .:.r. F-:.: 'r':''•.-: '��i.,5. �.�:- � ... ... - E. .. - � ...•Y. �� _ . A _�..'_I•f.. . { .rl ':Y• ]4'. �;'•G:e7: Vie.. Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vehfh) 0 19 54 51 C (m) (vehlh) 1452 1479 719 517 vfc 0.00 0.01 0.08 0.08 95% queue length 0.00 0.04 o.24 0.27 Control Delay (s/veh) 7.5 7.5 10.4 11.4 LOS Approach Belay (stveh) A A B 10.4 B 11.4 Approach LOS B B Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 5/18/2007 8:55 AM e r TWO, -WAY STOP CONTROL SUMMARY _ - alU.r -. _ _ - •�tf..'H;-=.•yy��_••��j�.yr�-.•:y�.s�` i='__ " .. _ - "�`-3 •i• _-i_�- �=%- fr.. - - .,Y.. � r ._1w.' - - �:1 - ram:. �.�•=�'- " - - - ="n rrs..�.".; .- _ ....a,�, .. - - 'darn,... • ^-� _ j�_ -._ .. - _ - •-� _- _ _�•� .�yL� 4 - .�rlt- vJY,i"� � rr _L. ��Y"' •"�r'y. •.�'1 - -_ - •":.r_ . r' - - :, r.�fi - - - • -- .r' =�=" � .��. �t"�� Y �-a "-ma's. ��•c�;�. r-." - �'i„ _ -9:"r,'{ _ �.-i - F - � "'Yip..,- ��'t*�i'r.�'�:�t�H:.:r Analyst RLA Agency/Co. Abe/in Traffic Services Date Performed 5!17/ 007 Analysis Time Period PM Peak Hour Intersection 1 1 th & 7th Jurisdiction Analysis Year With Development Pro`ect Descri tion Hubert Turner TIS EastlWest Street: 11th Street West North/South Street: 7th Avenue West Intersection Orientation: East-West Study Period hrs : 0.25 ��- a-.R. ..}" .t� SI _ - �•. •:` n•�.r �..:,f�Ll: 'fi%.C.4N w"MA;i'; [�� [ .Jj�.�1"�s Y' .i^;i.•:.--"i' - i,' __ !yr�r•� -•f.- 1 ft. if f�q. iaq ]�y� r ; i•r`�r i;•.Mr'': �•+{��:. ''':'� � ., :�� ;: :.1.,�� . w . _ :.fr;� .�: �rR .x 4 i . �_ .1 ._ [F'� �[... .p ..: �L•r Y � �_ 'i=' _ y.;`� - . •Te • -."S� .T� - tJ.s. .r.. •,'r+E„�C,ye,� :.`�i �`•'l�+•'+r.•. 'sia-JC• '. J - �r ' Sy f.� � v�We!•Sx:Y.i . �� ti: -- -- :-evr NI or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 0 82 5 34 82 59 Peak -Hour Factor, PH F 0.84 0.84 0.64 0.84 0.84 0.84 Hourly Flow Rate, HFR veh/h Q 73 5 40 97 8 2 Percent Hea Vehicles 0 -- -- 0 -- Median T pe Undivided RT Channelized 0 0 Lanes 0 1 0 p 1 0 Confiu rati+o n L TR L TR U stream Si nal o D Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume Lveh/h) 1 17 10 48 32 3 Beak -Hour Factor, P H F 0.78 0.78 0.78 0,91 0.91 0.91 Dourly Flow Rate, HFR (veh/hj. 1 21 12 52 35 3 Percent Heavy Vehicles 0 0 n 0 D 0 Percent Grade 0 Q Flared Approach N N Storage a 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration L TR LTR a- __ -' _ _ .i:.r - - 'a• - � �..� .. le'�Z•^�--5.-��., _ ."}.s'. c:: c�: �S."�'� r �"1 •'�: .fi/'G .f11�•�L-6� ••i .T "��, hfi� ��ii l �..."T .H - G Y. - _ 1i. •_�Y'F ". _ �7V�.� - ..[� r�' P ;�[ _ .,;K`^i �.,�_.n.:: - 'r:•. :�'_ F, .r:' -ti. _ � • •��. ..... .'¢ .�. . '�g1�y5py+[ti ��'... _..r.�r �C� f. • ... .. i,ixrynB- �-. i - :--+rr_+. .•�LG�3:• L'j^ � _ - .i.%� •'�§j,- rlr.-• - .r ti. i. •2�'�Sa�'.�:;� .�._-•�.rYL!: «"5: Eastbound Westbound Northbound Southbound Movement 1 4 7 8 8 10 11 12 LarApproach ne LTR LTR LTR LTR v (veh/h) 0 40 34 90 C (m) (veh/h) 9409 1533 673 612 v/c 0.00 0.03 0.05 0.15 9596 queue length 0.00 0.08 0.16 0.51 Control Delay (s/veh) 7.6 7.4 10.6 11.9 LOS A A B B Approach Delay (s/veh) -- - 10.6 11.9 Approach LOS - -- 8 B Copyright Q 2005 university of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 5/18/2007 5:58 AM TWOwWAY STOP CONTROL SUMMARY Y w_ __.':: - .. .. . ..,:s ^- .a^ - .... +,-r. :'_,,+,R. .-i yr =.-r _r: ,. .-'t: - •';�.'. _ ',_ •_ir'^G '-•". - _ _- '_ ' •!. ': "i.. t .:. •. , r. - .:a=F'-•;Y .6,$ ,ne": _f..r .y.=b%cf-: rr ^r :• --.. _ ;.�_ _ - _ - .'_ 4.°.%Y: •!!?. 'L'cY-tC.:'4'rx'i.:?.i7. sYT .y: - •�_ ice".•.',: a .. .�. . =.J. _ 1 - - "ems`.}', �7. `" +. ; . ;,ix^'Sr._ ^•"w i. •::[ . -r .,..}.+... - r i.^' e'-:.li►iF -:#. - .r+---- .. z••y _ Analyst Agency/Co. Date Performed Analysis Time Period RLA Abetin Traffic Services 5/17/2007 AM Peak Flour Intersection Jurisdiction Analysis Year 11 th & 5th With Development Prof eCt Descri Lion Norbert Turner TlS East/West Street: 11 th Street West North/South Street: 5th Avenue iffiest Intersection Orientation: East-West Stud Periad hrs : 0.25 .x•.x:•- — . - _. ...{ r.;+•.•_• . - -. - •'•". . fi ; ;'' ;:s j^. • .r. 'J '_ •. - _ ::,•;.q:._•die v=:°i ._'.'rY3%5.;• _ '[2•L 'i.' Yi' i .s . .. f.i _ .. .`-ssr'. .[." k -•:c+. :r+ie,•;f Nx:"• - R''r........ =h: a c l +; Major street Eastbound Westbound Movement 1 2 3 4 5 8 L T R L T R Volume veh/h a 135 0 9 82 56 Peak --Hour Factor, PHF 0.74 T 0.74 0.74 0.74 0.74 0.74 Hourly Flow Rate, HFR (Leh/hL__ 10 182 0 12 110 75 Percent Heavy Vehicles 0 0 _ -- Median lype Undivided RT Dhannellzed 0 0 Lanes 0 1 0 0 0 Configuration LTR LTR U stream Sianal 0 0 Miner Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume vehlh 1 54 59 55 4 Peak -Hour Factor, PH F 0.85 0.85 0.85 0.82 0.82 0.82 Hourly Flow Rate, HFR Lveh/h)_ 1 63 89 87 15 4 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration 1. LTR j LTR t• - - cRye T.^r.'r }_ %'=i'i _k4-!SAS'"':.^-+•. -- - - _-'ram+-T1- - 'e\i-y a.-"'r im-M Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (veh/h) 10 12 133 88 G (m) (veh1h) 1402 1405 580 466 v1c 0.01 0.01 0.20 0.18 S5% queue length Control Delay (slveh) LOS Approach Delay (slveh ) proach LGS 0.02 7.6 A 0.03 7.6 A 0.75 11.8 B 11.8 B 0.67 14.5 B 14.5 B CWright C 2005 University of Florida, All Rights Reserved Hcs+Tm Version 5.21 Generated: 5/18/2007 5:57 AM TWOmWAY STOP CONTROL SUMMARY - .ti .r. :YCs K-a.� - _- u rn-"f: t..�.r, `•'.-_:�•:•`•_•,c • f' . _.:. -.�+- � 4-q� - s=C ri-.!":-_: • •_... Analyst RLA Intersection ftn11th & 5th Agency/Co. Ahelin Traffic Services Jurisdiction Date Performed 5/17/2007 Analysis Year With Development Analysis Time Period PM Peak Hour Project Description Hubert Turner T!S EastlWest Street: 11 th Street rifest North/South Street: 5th Avenue blest Intersection Orientation: East-West --Study Period hrs : 4.25 Adkiiii6iii�K V4 V and - s?.- .ice 4 ^'•.` s''''• .•1 +5 ar - :7 ,�r;' 4M . .r !LAjaor Street Eastbound Westbound Movement 1 2 3 4 5 8 L T R L T R Volume vehlh 7 100 3 29 193 97 Peak -Hour Factor, PH F 0.82 0.82 0.82 0.81 0.81 0.81 Hourly Flow Rate, HFR 8 vehlh 121 3 35 238 119 Percent Heayy Vehicles 1 0 -- -- 0 - Median Tvne I Undivided I RT Channelized 0 0 Lanes o 1 0 0 1 0 Con u ration LTR LTR U stream Signal o M inor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume Lveh/h)...2 19 38 125 68 17 Peak -Hour Factor, PHF 0.82 0.82 o.82 0.86 0.85 0.88 Hourly Flow Rate, HFR 2 veh/h 23 48 145 79 19 Percent Heayy Vehicles 0 0 0 0 D 0 Percent Grade o 0 Flared Approach N 4 0 IStorage RT Channelized lLanes 0 Configuration 1 LTR o 0 0 1 LTR 0 0 big i roach Eastbound Westbound Northbound Southbound ement rLane 1 4 7 8 9 10 11 12 Configuration LTR LTR LTP LTR ehlh) 8 35 71 243 C (m) (veh/h) 1213 1475 650 434 V/c 0.01 0.02 0.11 0.56 95% queue length 0.02 0.07 0.37 3.35 Control Delay (slveh) 8.0 7.5 11.2 23.3 LOS A A S C Approach Delay (sfveh) -- - 11.2 23.3 Approach LOS _ -- S C Copyright 0 2005 University of Florida, Ai( Rights Reserved #GCS+TM Version 5.21 Generated: 5/1812007 8:59 AM ALL -WAY STOP CONTROL ANALYSIS . _ • •• .��.''• __ Rk-.4r....- - .ii-r' - NiQW1 i - ti'f: C`>^ N.= • Y' -- - .:' - - -k ,,:. - Tr• hr ..cw„- sY. ' ..--•tiw ..r.s. Analyst RLA Agency/Co. Abelin Traffic Services Date Perkwmed 5✓17i2007 Analysis Time Period AM Peak Hour Intersection Ith Tst Jurisdicticn Analysis Year With Development Project ID Hubert Turner T!S EastNest Street: 1 f the Street West North/South Street: 1st Avenue Vilest ''°ry°,'.:1•yay: '.. '"..,-; - --,�.,_,.----•+.;ay[•Yr"-' _ E1 �� '-`R.r1 .'�L .;•"• � i' ,I''- . }'. •ti "..�.z f r_ �,;,,fii- rJCR, 'Y_' l ICaivriiFr1{. r � �� <1'r!C/ �`'4t, i.y"^ .,U " . Y •'3'_ _Approach Eastbound Westbound Movement L T R L T R Volume (vehlh) 28 153 59 5 61 30 �oT ms Lett Lane A. AppMch Northbound Souhbound Movement L T R L T R Volume (vehlh) 74 186 15 45 91 7 %Thrus Left Lane Eastbound Westbound northbound Southbound L'l L2 L1 L2 L1 L2 L1 L2 Configuration L TR L TR L TR L TR PHF 0.00 0.79 0.83 0.77 Flow Rate (veh1h) 292 120 331 185 % Heavy Vehicles 0 0 0 No. Lames 1 1 Geometry Group i Duration, T Ml MEMENE-0.25 .•r-'.E'r - _ _ �wx _ -.mow 1:7•'i"''_',^ ='i.'.j ,". _} .. a"_:'." _ • .. .. .,, • .. . T`r : '_ "'7 >ST'='F' .c'=t"w.ieCTr•r• .i,�.. •rT'.-' cc - •_-- " .. - 7 r. - - " ' i d _ ''�•• r_ ray,. ry. '.ir-- ' ; '--i-'-, a'. ' ,•" : ,.T •r �:" '. •.f• - .9'a. ;r^ fr3 Kn'r r.., f.`'1..-- •e.:s_ .r Prop. Lett -Turns 0.1 0.1 0.3 0.3 Prop. Right -Turns 0.3 0.3 0,1 0.0 Prop. Heavy Vehicle 0.0 Ew-hLT-adj 0.0 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRTradj -0. 6 -0.5 -0. 6 -0. 6 -0. 6 -0.6 .0.6 -0. 6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed .0.1 -0.2 0.0 0.0 .•mt. v •-•,- _ ^.u[s^y"•, v .-!.'- .r 1!•J'.' r - - =°„ .ry 9'+ jsz... dy ;].r �r".:;r : ' ":,ra 1 w. ., ... S . r .;x., Y.r�-C.; • �. •i: n -?` . 1• . _::. :.ice. " - _ .. " r.: v.` y :-Y. .•"1"J.x. •i '•-S�ry-..1'"~r'-'J - - .. a.. - Y:'.'• ' ' l i n� •1 ' ;Si` .. _ .'rt' _ n ., 1 •x• y MINE. hd, initial value (s) 3.20 3.20 3.20 3.20 x, initial 0.25 0.11 0.29 0.16 hd, final value (s) 5.45 5.75 5.44 5.70 x, final value 0.44 0.19 0.50 0.29 Above -up time, m (s) 2.0 2.0 2.0 2,0 Service Time, t (s) 3.4 1 3.7 3.4 1 1 3.7 r .- `' i - ="--'""vim'-+'•..-_ '!f,•: �• R. .f:slr" Iti. R• F1 W �y'r r..r _y - - - -r. _ Ap - •.71 RYlyf¢+.y r I w•iM4•+• �'.4 JV.i• ^ �f_ C r..•a,-.k. r k 3K'-�•.<.src } -�' nr.,r !•. - .iYJ��-i .n Eastbound Westbound Northbound Souhbound L1 L2 L1 L2 L'l L2 L1 L2 Capacity (vehlh) 542 370 581 435 Delay (sNeh) 12.88 10.10 13.76 11.05 LOS B B B B Approach: Delay (slveh) 12.68 10.10 13.76 11.05 LOS B B B B Intersection delay (sNeh) 12.41 Intersection LOS B Copyright 0 2005 University of Florida, All nights Reserved HCS+Tm Version 5.21 Generated: 5/1812007 8:57 AM ALL -WAY STOP CONTROL ANALYSIS .gam:- • ..- - .. - -. .� : -i::�-'+"`�.'r'� `:�iyd .��-..--':ram=.=--. =:r' w•r-. _ J' _ .. - _ t �. �'re ra•. ��--v,• `�. n. •� -ter Anaiyst RLA Intersection IIth & fst Agency/Do. Abefin Traffic Services Jurisdiction Date Performed 5/17/2007 Analysis Year With Development Analysis Time Petlod PM Peak lour Egj2d ID Hubert Turner T1S EasMest Sheet: 11the Street West North/South Street: 1 st Avenue Test 74 - r6"s.. �,ir is >• �• _ - :� r��-.�; r. .� ��;� F r ••• 4 .: _�`ee'w^.-•_::.- :.r �_: _ ... i-- • c_.• - _ _ � z.� - .,.r•iy-,�Y• tx x�_� �.f '� F''� App=ch Eastbound Westbound Movement L T R L T R Volume (vehfn) 20 171 92 16 113 26 %Thrus Left Lane ch Northbound Southbound Movement L T R L T R Volume NOW 23 192 154 82 163 25 Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.87 0.89 0.92 0.86 Flow Rate (vehlh) 323 172 410 315 % Heavy Vehicles 0 0 Q 0 No. Lanes Geometry Group 1 '� Duration, T 0.25 _ i b4`y..",f -Y �L 11y e.�.-.h• A Prop. Left Turns 0.1 0.1 0.1 0.3 Prop. Right -Turns 0.3 4.2 0.4 0.1 Prop. Heavy VeWe 0.0 0.0 0.0 0.0 h LT-adj 0.2 0.2 a 2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0. -0.6 -0.6 --0.6 -0.6 -0. -0.6 hHV-adj 1. 7 1.7 Nwj, 00mpuw -n. }.. ..w-...ax- _ -a•_==;s..r.::.y .l w _ .:► -'} - vr" •.Y 1.7 1.7 1.7 1.7 1.7 0. 1 -o.2 -0.0 - ... / _' -' - ._ `.�ti. : w; s�._r-. =+=: ^r��rr.: -.• • •.,G:•. 1`r'Z•f r ..ti • '�_.._ .'vr.� " ';r'.r.wi,..i. 1.7 7) "n n . (''F i- - a •r hd, initial value (s) 3.24 3.20 3.20 3.20 x, initial hd, final value (s) 0.29 6.52 0.15 7.07 0.35 6.13 0.28 6.56 x, final values Move -up time, m (s) Service Time, is (s) 0.59 Pw -1 2. o 4.5 0.34 2.0 5.1 0.70 V1 2.0 4.1 0.58 2.0 4.5 "r' ' N ice. �'. �/.�� -' [��.5'�'.'� - "Rr�,(.•r Y�y= _ .. - yl • f}'..;H.E4-..�pa� 'rl.-r 1`� :�i.z -r c'L^'_ rv'M Y'hv�.. ar -�- (-- - �4 k •-' _ _ ."y{+J-!i •"N �' - - --'1 -•.J i[F _a; "r•i� •s: k.+W-Rr...r'"Y<<.-"Fr• .. - -fy :�i�.%s PP I _ -ni.'.7"�. ��, � • �'..TTr.T.h r.i !'; •r7 � •� f' :.5. - f• .1 ¢H�.ir• f _ `r.c6' vw'.K tive".iA Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (vehih) 504 414 557 505 Delay (stveh) 18.30 13.62 22.06 18_ 07 LOS C $ C C roach: Delay (slveh) 18. 30 13.62 22.06 18.07 LOS C B C C lnterseKWn Delay (sfveh) 18.84 Intersection LOS C Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 5/18/2007 8:57 AM SHORT REPORT -' -- - .. - ...•.ALa.'A. .7.1.� �•... §§..-�1_-=' - - -»t• - '^„W�:'- :iti.S Z•• �..• -_ _- •j• M_T •: �•.r. . is . •.{fie_'. .6%i'. '.Yi•- _ .. "'•s_'l r:•'tR�':.+:.±!� - :G.i.�c7r%--••r '�='Z-irr.' *._ •... .'•,fir' Analyst RLA Agency or Co. Abeiin Traffic Services Date Performed 112412007 Time Period AM Peak Hour Intersection Main St & 11 th St. W Area Type Alf other areas Jurisdiction Analysis Year With Development •�. •� � . - _ - - - .. - - -•r-..w .[yf�v"-��+ '.- .�r �ti - ^�=�'•'Gi-"':r .. • - -r • - -•: _--.c•R; :c"i'.. J.�'''ie7a•5=�� -i: "^': �:�•ir`If._ - - �•.=.:r•S- ,1 fix. T+" �. .. ._ - - - _ :r,.sr"+2: .- r•T '^R�. _ r,'•s f. _ci':.. �•".r�r'�lcylEr. .. .. .�:_ -_ .. _- -. - .. -d �:7�t�-:•64" �:_�t/•`-{�� r -rer EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume (vph) 29 101 167 56 103 7 62 704 5 4 562 11 % Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.89 0.89 0.89 0.86 0.86 0.86 0.79 10.79 0.79 0.87 0.87 0.87 Preti med/Actuated (P/A} P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/BikeIRTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 J 3.2 Phasin EW Perm 02 03 =j 04 N S Perm 06 07 08 Timm g C= 32.0 G= G= G= G= 40.0 G= G = G= Y= 4.5 Y= Y= Y= Y= 5 Y= Y= Y= Duration of Anal sis hrs = 0.25 C cIe Length C 81.5 w.�� rA. '!.►C]:}: .'_ -• .. - - +.Y y.ti ar • •, r`` - .t-. �..>i a•• _• � tY--r }, _'" ..4 �` 1K '� •i.Rr EB WB NB SB Adjusted Flow Rate 334 193 78 897 5 659 Lane Croup Capacity 661 605 1203 932 93 930 vfc Ratio 0.51 0.32 0.38 0.96 0.05 0.71 Green Ratio 0.39 0.39 0.49 0.49 0.49 Uniform Delay d, 18.8 17.2 13.0 20.0 10.9 16.2 Delay Factor k 0.50 iO.50 0.50 0.50 0.50 0.50 Incremental Delay d2 2.7 1.4 5.4 21.7 1.1 4.5 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 21. 5 18.6 1& 4 41,7 11.9 20.7 Lane Group LOS C B B D B C Approach Delay 21.5 18.6 39.8 20.7 Approach LOS C B D C Intersection Delay 29.2 Intersection LOS C Copyright C 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 5/18/2007 8:56 AM ,SHORT REPORT :=-rc: "•.7'a. :_'..- .w:: FC•^s'"``i,-fir• ?b :'iC,.. - •.1.� - - - :�x4.- �...:.,:..` - .s: .• - � • +. r: `''%: ••SY.1 Z:. Sir•: _. n L .ef Fr �.. - .1"�!. - S. Analyst Ri.A Agency or Co. Abelin Traffic Services Date Performed 112412007 Time Period PM Pear Hoar Intersection main St f f th St w Area Type All other areas Jurisdiction Analysis Year With Development r • 'ti .� t ' zW' _ - -' . - r : •... •-.tr. . _ .':!.a_ : : ' _ Jam .+ r.' i`. :{: - ."- _ - - .v.Y. _ - - _ } '_-• :r:«-. _ 'v,•R'ta..+r.• - `.•. .. - .:i5��$ .z Y ' +�..G+� - J��i: V V �. w[•a"r . :Te.•:sK' •.. .! r s .. - ""his ! �,,� EB WB NB SB LT TH PT LT TH RT LT TH RT LT TH RT Number of Lanes 0 l 0 0 f 0 1 1 0 1 1 0 Lane Group LT'R LTR L TR L TR Volume (vph) 25 119 200 109 122 18 49 598 16 10 805 1 B % Heavy Vehicles 0 9 0 0 0 Q 0 0 0 0 -- 0 PHF 0.82 0.82 0.82 0.96 0.96 0.96 0.96 0.96 0.96 0.89 0.89 0.89 Preti medlActuated (P/A) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 PedlBiketRTGR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasin EW Perm D2 03 04 hlS Perm 06 07 oS Timis g G= 32.0 G= G= G= G= 40.0 G= G= G= Y= 4.5 Y- Y= Y= Y= 5 Y= Y= Y= Duration of Analysis hrs = 0.25 Pycle Len th C = 81.5 s:r •:`"$`i'n+F. +y'. -" -. -::e:"`• Y..� r" � °'+'Y' -- .._ .. _- - - tcfis;; ^_;•-r-. - s-ic"'�7_�a`„�,-.s'y'sf-. an Ron WWI, t r ti EB WB NB SB Adjusted Flow Rate 419 260 51 744 11 924 Lane Group Capacity 554 457 93 929 141 930 v/c Ratio 0.63 0.57 0.55 0.80 0.08 0.99 Green Ratio 0.39 0.39 0.49 0.49 0.49 111.0 0.49 Uniform Delay d, 20.0 19.4 14.5 17.4 20.6 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 4.5 54 21.3 7.2 1.1 28.0 PF Factor 1.000 1,000 1.000 1.000 1.000 1.000 Control Delay 24.5 it 4r 4 35.7 24.6 12.1 48.6 Lane Group LGS C C D C B D Approach Delay 24.5 24.4 25.3 48.2 Approach LGS C C C D Intersection Delay 34.0 Intersection LOS C Copyright 0 2005 UniversO of Florida, All Rights Reserved HCS+Tm version 5.21 Generated: 5/ 18/2007 8:56 AM