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10. Resolution 5156 - Stop SignsKALISPELL POLICE DEPARTMENT 312 1ST AVE EAST - PO BOX 1997 - KALISPELL, MT 59903 TELEPHONE (406) 758 - 7780 -FAX (406) 758 - 7799 E-MAIL- KPD@KALISPELL.COM REPORT. Honorable Mayor and City Council FROM* Frank Garner, Chief of Police SUBJECT: Stop sign request MEETING DATE: October 16, 2006 BACKGROUND: A request was made to study the intersection of 7t' Street and 5 h Avenue East to determine if stop signs or ether traffic control devices would be warranted. Public works conducted a study and determined a four-way stop sign is warranted at that intersection. See attached traffic study. REC NDATIONS: The council should adopt the attached resolution. FISCAL EFFECTS: As described. ALTERNATIVES-1 As recommended by council. Respectfully submitted, Fr Garner Chief of Police t JaAies H. Patrick City Manager { o icill'g Di ou h r artnerS 's FRANK ti GARNER, CHIEF OF POLICE a ROGER KRAUSS, ASSISTANT CHIEF OF POLICE RESOLUTION NO, 5156 A RESOLUTION APPROVING- THE PLACEMENT OF FOUR WAY STOP SIGNS AT 7TH STREET EAST AND 5TH AVENUE EAST AND DECLARING- AN EFFECTIVE DATE. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF KALISPELL AS FOLLOWS: SECTION I. That vehicles, including motor vehicles, bicycles, or other vehicles shall be required to stop on 7th Street East at its intersection with 5th Avenue East and on Sth Avenue East at its intersection with 7th Street East. SECTION II. The Chief of Police is authorized and directed to erect stop signs at the above locations. SECTION III. This Resolution shall become effective immediately upon its passage by the City Council and approval by the Mayor. PASSED AND APPROVED BY THE CITY COUNCIL AND SIGNED BY THE MAYOR OF THE CITY OF KALISPELL, THIS 15TH DAY OF OCTOBER, 2006. Pamela B. Kennedy Mayor ATTEST: Theresa White City Clerk . .:.:..:..: -:.-..::.: -::..- :::.:.::::::: _ __ --_..._._-...::._.=_.=__ ........=... .... =_ __:.-_-_ - Kalispell - r - . . ....................... .. .................. .... . . . ....... .............. .. ... . . . ....... . ....... .. .. .. ........ . ........ . .... ... . . .......... . . .. .. . ..... .... . ............. . . .. ................... . .... ........ . .. ....... ........ . ..... .... ..... ............ . ..... ............ ... .. . . . . ................ .... . . ..... ... ...... . . . .. . ............. . .... ..... ........ . .. . ........... ... ............. . .. . . . .... ..... ....... . .. ... ... ....... A- .... ....... . - __- _. . =_=_==-_.___ =___... . ... Post Office Box 1997, Kalispell, Montana 59903-� 1997 Telephone 406)7587720, Fax (406)758-783 I _. _._. - To: Frank Garner, Chief of Police FROM: James C. Hansz, P.E., Director of Public Works 1 City Engineer SUBJECT: Traffic Study — Fifth Ave. East & Seventh St. East DATE: Z October 2006 At the request of concerned residents of the area surrounding Hedges School, the P" conducted a traffic study of conditions at the intersection of Fifth Avenue East and Seventh Street East to determine the need for additional STOP control. The basic criteria detailed in the current edition of the Manual on Uniform Traffic Control Devices (NWTCD 2003) are reproduced here for your reference: Section 213.05 STOP Sign Applications Guidance: STOP signs should be used if engineering judgment indicates that one or more of the following conditions exist: A. Intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law; B. Street entering a through highway or street; C. Unsignalized intersection in a signalized area; and/or D. High speeds, restricted view, or crash records indicate a need for control by the STOP sign. memo0402006. doc Traffic counts on all legs of this intersection indicate fairly normal volumes of traffic for the street -type under study, and also there is an expected relationship for traffic flowing NIS on Fifth Avenue versus traffic flowing Elw on Seventh Street. Eastlwest traffic volume is roughly 2.5 times the NIS traffic volume. Please refer to the attached count data. In addition, traffic accident records from your office indicate no crashes at this intersection for the preceding five-year period. Therefore, there are no crash conditions that would be reduced or eliminated by installation of STOP sign control. Based upon this there appears to be little need for installation of STOP control at this intersection. However, over the past several years there has been a significant effort by the administrative staff of Hedges School, concerned parents of students, area residents, IPD, and PwD staff to improve traffic/pedestrian safety in the area around Hedges in order to establish safe walking routes for students attending Hedges. In view of this, and in light of this intersection's strategic location in the overall scheme of development for the Safe Routes to School (SRTS) effort for Hedges, a further review was conducted with respect to identifying potential conditions that may warrant safety -related improvements in STOP control to enhance the safety offered for school -aged children who comprise the majority of pedestrians using this intersection. A review of MUTCD criteria for multiway STOP control suggests local entities have broader discretion in this area. Those criteria area as follows: Section 26.07 Multiway Stop Applications Support: Multiway stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multiway stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multiway stop control is used where the volume of traffic on the intersecting roads is approximately equal. The restrictions on the use of STOP signs described in Section 2B.05 also apply to multiway stop applications. Guidance: The decision to install multiway stop control should be based on an engineering study. The following criteria should be considered in the engineering study for a multiway STOP sign installation: memo04O2006.doc A. where traffic control signals are justified, the multiway stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. B. A crash problem., as indicated by 5 or more reported crashes in a 12 -month period that are susceptible to correction by a multiway stop installation. Such crashes include right- and left -turn collisions as well as right-angle collisions. C. Minim.uM volumes.. 1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day, and 2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor -street vehicular traffic of at least 30 seconds per vehicle during the highest hour, but 3. If the 85th-percentile approach speed of the major -street traffic exceeds 65 krnlh or exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the above values. D. where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition. Option: Other criteria that may be considered in an engineering study include: A. The need to control left -turn conflicts; B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; co Locations where a road user, after stopping, cannot see conflicting traffic and is not able to reasonably safely negotiate the intersection unless conflicting cross traffic is also required to stop; and D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multiway stop control would improve traffic operational characteristics of the intersection. memo04O2OO6.doc In general, the requirements for multiway STOP control are more stringent than for two- way STOP control. However, under the section listing "optional" criteria that may be considered, item B indicates a broader latitude in assessing the need for multiway control: "The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; " I believe this intersection and its important roll in the Hedges SRTS program may warrant consideration for installation of a multiway STOP. In this regard, I recommend City Council seriously consider this change and would support it as a significant improvement in pedestrian safety for the most vulnerable and least experienced pedestrians in our community. memo04O2OO6.doc CITY OF KALISPELL TRAFFIC SIGN & SIGNAL 1440 1ST AVE WEST STREET 5TH AVE E 600 BLK DIRECTION N/S COUNTER 03044 WEATHER SUNNY Start Mon Tue Wed Thu Fri Average Sat Sun Time 25-Sep-06 26-S"-0-6 27-Sep-06 28-Sep-06 29-Sep-06 Day 30-Sep-06 0 1 -Oct-06 12:00 AM 0 0 0 0 1 0 01:00 0 1 0 0 0 0 02:00 0 0 0 0 1 0 03:00 0 0 0 0 0 0 04:00 0 0 0 1 0 0 05:00 2 0 0 0 0 0 06:00 2 1 2 2 4 2 07:00 8 11 10 11 8 10 08:00 25 22 20 26 23 09:00 7 3 10 6 6 10:00 8 7 8 18 10 11:00 13 13 10 8 11 12:00 PM 5 5 11 10 a 01:00 9 9 23 7 12 02:00 8 18 11 11 12 03:00 26 25 8 30 22 04:00 14 10 9 11 11 05:00 18 12 10 6 12 06:00 14 5 10 12 10 07:00 9 7 7 12 9 08:00 3 3 4 4 4 09:00 1 3 2 1 2 10:00 2 2 2 2 2 11.00 0 0 0 0 Day Total 173 .157 157 178 14 16fi 0 0 % Avg. WkDay 104.2% 94.6% 94.6% 107.2% 8.4% % Avg. Week 104.2% 94.6% 94.6% 107.2% 8.4% 100.0% 0.0% 0.0% AM Peak 08:00 08.00 08:00 08:00 07:00 08:00 Volume 25 22 20 26 8 23 PM Peak 15:00 15:00 13:00 15:00 15:00 Volume 25 25 23 30 22 Grand Total 173 157 236 379 217 355 105 83 ADT Not Calculated Site Code: 000000000000 Site Code: OOOOOOOOGOOO Station ID'. 08:00 23 15:00 22 310 Page 2 STREET 5TH AVE E 700 BLK DIRECTION N/S COUNTER 00822 WEATHER SUNNY CITY OF KALISPELL TRAFFIC SIGN & SIGNAL 1440 1 ST AVE WEST Start Mon Tue Wed Thu Fri Time 25-Sep-06 26-Sep-06 27-Sep-06 28-Sep-06 29-Sep-06 1 2:00 AM 1 0 0 0 0 01:00 0 0 0 0 0 02:00 0 0 0 0 1 03:00 0 0 0 0 0 04:00 0 0 0 1 0 05:00 3 0 0 1 0 06:00 3 2 4 1 6 07:00 14 17 14 14 13 08:00 35 29 31 30 09:00 5 3 2 5 10:00 8 4 10 5 11:00 11 7 6 11 12.00 PM 5 4 8 8 01:00 14 5 35 8 02:00 9 15 10 2 03:00 40 41 7 42 04:00 14 10 12 13 05:00 20 14 8 7 06:00 10 5 9 13 07:00 6 10 3 14 08:00 4 6 1 9 09:00 0 2 3 2 10.00 1 1 1 6 11:00 0 0 0 0 Day Total 203 175 164 192 20 Rio Aug. 111.5% 96.2% 90.1 % 105.5% 11.0% 'Nkaay Avg. 111.5% 96.2% 90.1% 105.5% 11.0% Week AM Peak 08.00 08:00 08:00 08:00 07:00 'Jolume 35 29 31 30 13 P11 Peak 15:00 15:00 13:00 15.00 ':volume 40 41 35 42 `rand 203 175 252 413 215 7 0tal �D`:- Not Calcu€ated Average Sat Sun Day 30-Sep-06 01-Oct-06 o 0 0 r 0 * r 0 1 � t 3 14 31 4 7 t 6 16 9 32 12 12 9 r 8 5 2 2 x ('182 0 0 100.0% 08:00 31 15:00 32 378 0.00lc 0.0cf0 105 68 Site Code: 000000000000 Site code: 000000000000 Station ID 08:00 31 1 5:00 32 ,�27 Page 2 STREET 7TH ST E 500 SLK DIRECTION EfW COUNTER 04226 WEATHER SUNNY CITY OF KALISFELL TRAFFIC SIGN SIGNAL 1440 1ST AVLE INEEST Start Mori Tue Wed Thu Fri Time 25-Sep-06 26-Sep-06 27-Sep-06 28-Sep-06 29-Sep-06 12:00 AM 1 2 0 2 2 01:00 0 0 1 0 1 02:00 0 0 0 1 0 03:00 0 0 0 1 0 04:00 0 1 v 0 0 05:00 3 0 0 1 0 06:00 3 2 4 3 3 07:00 21 19 25 32 33 08:00 37 45 37 40 09:00 24 29 23 27 10:00 30 21 25 38 11:00 32 33 34 32 12:00 PM 24 23 27 33 01:00 30 27 61 25 02:00 26 37 33 26 03:00 47 59 39 57 04:00 33 26 24 31 k 05.00 38 25 28 35 06:00 23 27 21 22 07:00 14 21 11 11 i 08:00 8 5 8 8 09:00 11 3 5 8 10:00 2 1 4 0 11:00 3 3 1 0 Day Total 410 _ 409 411 433 - 39 % Avg. 98.6% 98.3% 98.8% 104.1 % 9.4% WkDay Average Sat Sun Day 30-Sep-06 01-Oct-D6 i } 0 0 v• 1 3 26 40 26 28 33 27 36 30 i 50 28 32 i 23 14 7 7 2 * 416 - 0 0 -to Avg, 98.6% 98.3% 98.8% 104.1% 9.4% 100.0% Week AM Peak 08:00 - 08:00 08:00 08.00 07:00 08.00 Volume 37 45 37 40 33 40 RA Peak- 15:00 15:00 13:00 15:40 15;00 Volume 47 59 61 57 50 Grand 410 409 636 898 469 864 Total ADT Not Calculated 0.0% 0.0% 276 188 Site Code- 00000,0000000 Site Code: 000000000000 Station 1D: Latitude: 0.000 Week Average 1� 0 0 0 0 08:00 40 15:00 50 764 Page 2 CITY OF KALISPELL TRAFFIC SIGN & SIGNAL Site Code: 000000000000 1440 1 ST AVE \NEST Site Cade: 000000000000 STREET 7TH ST E 400 BLK Station ID: DIRECTION E/W COUNTER 00399 WEATHER SUNNY Latitude, 0.000 Start Mon Tue Wed Thu Fri Average Sat Sun Week Time 25-Sep-06 26-Sep-06 27-Sep-06 28-Sep-06 29-Sep-06 Day_.. 30-Sep-06 01-Oct-06 Average 12:00 AM 2 2 0 2 0 -_ 1 01:00 0 2 1 1 3 1 1 02:00 0 0 0 1 0 0 0 03:00 0 0 0 1 0 0 x 0 04:00 4 5 0 0 0 2 2 L 05:00 1 0 2 2 2 1 1 06:00 7 3 6 5 5 5 5 w 07:00 15 11 15 18 17 15 f 15 08:00 54 57 39 48 60 52 52 09:00 24 32 24 38 30 x 30 F :. ... 10:00 42 25 20 41 32 11:00 32 37 40 46 39 12:00 PM 32 29 32 33 * 32 32 01:00 34 29 54 43 40 02:00 27 35 33 36 33 33 03:00 43 61 45 56 * 51 * 51 04:00 34 34 39 27 34 * 34 05:00 44 30 31 41 36 36 06:00 24 26 19 30 25 * 25 _ 07:00 18 17 17 7 15 15 i...._ 08:00 13 9 10 8 10 10 09:00 12 2 5 10 7 x 7 10:00 3 2 5 7 4 4 11:00 3 3- -- 1 0.. -- _ . _..-- _ - _ - - - - µ - _ - -- 2 i. Day Total 468 451 4 38 501 8 467 0 0 467 _ % Avg. 100.2% 96.6% 93.8% 107.3% 18,6% WkDay % Avg. 100.2% 96.6% 93.8% 107.3% 18.6% 100.0% 0,0% 0.0% Week AM Peak 08:00 08:00 11:00 08:00 08:00 08:00 08:00 Volume 54 57 40 48 60 52 52 PIA Peak 17:00 15:00 13:00 15:00 15:00 - 15:00 Volume 44 61 54 56 51 51 Grand 468 451 708 989 574 966 288 185 8►►18 Total ADT Not Calcuated Page 1 CITY OF KALISPELL TRAFFIC SIGN & SIGNAL Site Code: 000000000000 1440 1 ST AVE NEST Site Code: 000000000000 STREET 7TH ST E 400 BLK Station ID: DIRECTION E/W COUNTER 00399 WEATHER SUNNY Latitude:0.000 S#art Man Tue Wed Thu Fri Average Sat Sun Week Time 18-Sep-06 19-Sep-06 20-Sep-06 21-Sep-06 22-Sep-06_ _ DeY _ 23-Sep-06 24-Sep-06 Average 12:00 AM 1 . 0 0 5 2 01:00 ti * 0 0 0 3 2 1 ' 02:00 * 0 0 0 2 1 1 03:00 0 0 0 1 0 0 04:00 1 0 0 1 0 0 05:00 1 2 2 1 1 1 1 06:00 * 5 4 4 1 0 2 07:00 12 17 14 4 2 9 08.00 54 64 59 17 4 35 09:00 33 30 32 13 14 22 10:00 40 29 34 16 14 25 11:00 37 36 36 27 9 271 a.... 12:00 PM * 46 36 41 22 22 32 01:00 * * 31 41 36 19 20 28 02.00 29 29 34 31 27 11 26 �.., 03:00 58 58 50 55 27 12 4' 000 37 41 29 36 24 12 29� 05:00 36 35 37 36 17 25 30 ��.. 06:00 73 24 30 42 15 8 30 07:00 20 19 13 17 27 13 18 08:00 * 8 10 15 11 7 8 10 f 09:00 * 9 5 13 9 6 1 7 10:00 0 5 4 3 4 1 3 11:00 0 1 3 1 6 0 2 Day Total 0 0 270 488 487 499 288 185 381 .... % Avg. H% 0.0% WkDay 54.1 % 97.8% 97.6% % Avg. 0.0% 0.0% 70.9% 128.1% 127.8% 131.0% 75.6% 48.6% Week AM Peak 08:00 08:00 08:00 11:00 09:00 08:00 Volume 54 64 59 27 14 35 PM Peak 18:00 15:00 15:00 15:00 14:00 17:00 15:00 Volume 73 58 50 55 27 25 41 Page 2 CITY OF KALISPELL TRAFFIC SIGN & SIGNAL Site Code: 000000000000 1 440 1 ST AVE NEST Site Code: 000000000000 STREET 7TH ST E 400 BLK Station ID: DIRECTION E[W COUNTER 00399 WEATHER SUNNY Latitude:0.000 Start on Tue wed Thu Fri Average Sat Sun 'Meek Time 25-Se -06 fi-Se -06 27-Sepms_28-SeP 29-Sep-06 Day.3"ep-06 01-Oct-06 Average_ 12:00 AM 2 2 0 �.. 2 0 1 1 01:00 0 2 1 1 3 1 * 1 02.00 0 0 0 1 0 0 0 03:00 0 0 0 1 0 0 0 04:00 4 5 0 0 0 2 * 2' 05:00 1 0 2 2 2 1 * 1 06:00 7 3 6 5 5 5 * 5 C, 07:00 15 11 15 18 17 15 * 15 �.., 08:00 64 57 39 48 60 52 52 09:00 24 32 24 38 30 * 30 �L - € 10:00 42 25 20 41 32 32Y� w 11:00 32 37 40 46 * 39 * 39 12:00 PM 32 29 32 33 * 32 * 32 01:00 34 29 64 43 * 40 * 40r ,..�. 02:00 27 35 33 36 33 * * 33 _ 03:00 43 61 45 56 51 '' 51 04:00 34 34 39 27 34 34 05:00 44 30 31 41 36 36 U<W 06:00 24 26 19 30 25 * 25 lu k 07 :00 18 17 17 7 15 * 15 i� 08:00 13 9 10 8 10 * 10 IL� 09:00 12 2 5 10 7 7Y 10:00 3 2 5 7 4 41 11:00 3 3 1 0 2 * 2 ii Day Total - 468 451 438 501 87 467 0 0 467 % Avg. 100.2% 96.6% vVkQay 93.8% 107.3% 18.6% % Avg. 100.2% 96.6% Week 93.8% 107.3% 18.6% 100.0% 0.0% 0.0% AM Peak 08:00 08:00 11:00 08:00 08:00 08:00 08:00 Volume 54 57 40 48 60 52 52 PM Peak 17:00 15:00 13:00 15:00 15:00 15:00 Volume 44 61 54 56 51 51 Grand 468 451 Total 708 989 574 966 288 185 848 AaT Not Calculated Page 1 STREET 5TH AVE E 700 BLK DIRECTION N/S COUNTER 00822 WEATHER SUNNY CITY OF KALISPELL TRAFFIC SIGN & SIGNAL 1440 1 ST AVE WEST Start Mon Tue Wed Thu Fri Time 18-Sep-06 1 9-Sep-06 20-Sep- 21 -Sqp-_W _ 22-Sep- 12:00 AM 1 0 02:00 0 0 03:00 0 1 04:00 1 1 05:00 1 1 06:00 3 2 07,00 10 14 08:00 34 36 09:00 0 2 10:00 4 11 11:00 6 15 12:00 PM 8 6 01:00 6 9 02:00 8 8 7 03:00 46 42 37 04:00 10 24 11 05:00 12 10 11 06:00 2 22 11 07:00 x 3 29 9 08:00 2 7 5 09-.00 3 2 2 10:00 2 2 2 11:00 0 0 3 Da Total Y­ 0 0 88 221 195 % Avg. 0.0% ...... 0.0% 44.9% 112.8% 99.5% WkDay % Avg- &0% 0.0% 60.7% 152.4% 134.5% Week AM Peak 08:00 08:00 Volume --- - 34 35 PM Peak - ----- 15:00 15:00 15:00 Volume 46 42 37 Site Code: 000000000000 Site Code: 000000000000 Station I D: Latitude: 0.000 Average Sat Sun Week Da 23-Sv-06 24-Sep-06 Average� 0 0 1 0 0 1 0 0 0 2 0 0 0 2 0 13 2 0 2 2 LJ 12 r­ 34 6 3 20 . . . . . . . . . . . . ............ ­1 . . . . . . . 1 3 3 2 0 8 8 5 7 LLj 10 8 7 9 7 9 5 7 8 8 6 7 8 8 4 7 42 11 4 28 15 10 6 12 M111fi 11 3 6 8 = 12 11 0 9 L= 14 5 9 11 5 2 1 3 2 2 1 2 L-J 2 3 2 2 LIJ 196 105 68 145 135,2% 72.4% 46.9% 08:00 10:00 11:00 08:00 15:00 15:00 19:00 15:00 -4.2. -1-1. ­...­....-­.. 9 --28. . Page 2 CITY OF (KALISPELL TRAFFIC SIGN & SIGNAL Site code: 000000000000 1440 `IST AVE WEST Site Code: 000000000000 STREET 5TH AVE E 700 BLK Station ID: DIRECTION NIS COUNTER 00822 WEATHER SUNNY Latitude:0.000 Start Mon Tue Wed Thu Fri Average Sat Sun Week T ime 26--Sep-06 26-Sep-06 27-Sep-06 28-Sep-06 29-Sep-06 Day 34-Sep-06 01-4ct-06 Average- 12:00 AM 1 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 02:00 0 0 0 0 1 0 0 03,00 0 0 0 0 0 0 0 04:00 0 0 0 1 0 0 0 05:00 3 0 0 1 0 1 * * 1 i 06:00 3 2 4 1 6 3 3 LJ 07:00 14 17 14 14 13 14 * 14 , 08:00 35 29 31 30 * 31 w 31 09:00 5 3 2 5 * 4 4 10:00 8 4 10 5 7 * * 7 11:00 11 7 6 11 9 rt 9 12:00 PM 5 4 8 8 * 6 6 01:00 14 5 35 8 * 16 16 t. ., .. 02:00 9 15 10 2 * 9 9 L' 03:00 40 41 7 42 32 3� €;i.i ..,.i.., .5; aiwlhi3wLWAJ ak..Jclu;i>.,.:uxxJ 04:00 14 10 12 13 * 12 * 12 k'w 05:00 20 14 8 7 12 12 , 06:00 10 5 9 13 * 9 9 07:00 6 10 3 14 8 * 8. 08:00 4 6 1 9 5 5 LL 09:00 0 2 3 2 2 * 2 F{ 10:00 1 1 1 6 * 2 * 2 yaw 11:00 0 0 0 0 * 0 0 Day Total 203 - 175 164 - 192 20 182 0 0 182 Aug. `�VkDay 111.5% 96.2% 90.1 % 105.5% 11.0% ..... ...... .. 111.5% %Week 96.2% ,1 90% 105.5% 11.0% 100.0% 0.0% 0.0% AM Peak 08:00 08:00 08:00 08.00 07:00 08:00 08:00 Volume 35 29 31 30 13 31 31 PIA Peak 15:00 15:00 13:00 15:00 15:00 15:00 Volume 40 41 35 42 32 32 Grand 203 Total 175 252 413 215 378 105 68 327 ADT Not Calculated t'Age l STREET 5TH AVE E 600 BLK DIRECTION N/S COUNTER 03044 WEATHER SUNNY CITY OF KALISPELL TRAFFIC SIGN & SIGNAL 1440 1ST AVE WEST Site Code: 000000000000 Site Code: 000000000000 Station ID: Latitude: 0.000 tart Mon Tue Wed Thu Fri rage Sat Sun Week Time I B-Sep-06 I 9-Sep-06 20-Se -06 21-Sep-06 22-S�e _p_ - 23-Sep-06 24-Sqp:46_ ...... 12:00 Am I 01:00 1 0 0 1 0 0 02:00 0 0 0 2 0 0 03:00 0 1 0 2 1 1 0 04:00 1 1 1 0 0 0 05:00 0 0 0 0 0 0 06.00 0 1 0 0 1 0 07:00 7 9 8 0 0 4 Ell 08:00 29 24 26 3 2 14 [ 09:00 2 3 2 2 5 3 LD 10:00 4 11 8 7 5 7 11:00 11 11 11 5 3 8 12:00 PM 17 10 14 9 4 10 Lz= 01:00 9 12 10 9 7 9 L= 02:00 5 12 15 11 14 7 11 03:00 29 32 31 31 8 12 22 04:00 11 22 20 18 12 12 15 F" 05:00 14 16 17 16 4 5 11 06:00 6 16 16 13 12 4 11 07:00 7 15 a 10 7 7 9 08:00 0 4 5 3 2 2 3 ED 09:00 5 1 2 3 1 1 22 10:00 2 1 3 2 2 2 2 11:00 0 0 2 1 3 Day Total 0 0 79 201 203 189 105 83 144 % Avg. WkDay 0.0% 0.0% 41.8% 106.3% 107.4% % Avg. 0.0% 0.0% 54.9% 139.6% 141.0% 131.3% 72.9% 57.6% Week AM Peak 08:00 08.00 08:00 10:00 09:00 08:00 Volume 29 24 26 7 5 14 PM Peak 15:00 15.00 15:00 15:00 14:00 15:00 15:00 Volume 29 32 31 31 14 12 22 Page 2 CITY OF KALISPELL TRAFFIC SIGN & SIGNAL Site Code: 000000000000 1440 1 ST AVE WEST Site Code: 000000000000 STREET 5TH AVE E 600 BLK Station ID: DIRECTION N/S COUNTER 03044 WEATHERSUNNY Latitude: _ _ -- _ . _ _ _ Start Mon Tue _ -_ _ _ _ -- -- Wed _ _. _ Thu _ _ _ Fri _ _._ _ _____ - __ - _�_ _ _ ___. ____. _ _ Average -_ _------- _ _ _ _._ ----_- - -- . _ __ _-- __ _ _. Sat Sun -.__ _. __ __ _ _. _ , _ - -_ _ Week Time 25 Sep-06 26-Sep-Ofi - 27-Sep-Pp _.... 28-Se _ -_ 29-Se -06 . _ P. _._. Da _. _ Y_ _ _ - 30-Se -06 01-oct-0fi _ P - - - - Average 12:00 AM 0 0 0 0 1 0 0 01:00 0 1 0 0 0 0 0 02:00 0 0 0 0 1 0 * 0 03:00 0 0 0 0 0 0 0 04:00 0 0 0 1 0 0 * 0 05:00 2 0 0 0 0 0 0 06:00 2 1 2 2 4 2 2 07:00 8 11 10 11 8 10 10� ,. 08:00 25 22 20 25 23 * 23 09:00 7 3 10 6 * 6 * * 6 _s 1 10:00 8 7 8 18 10 10 t, 11:00 13 13 10 8 11 11 ELL 12, 00 PM 5 5 11 10 8 8 L= 01:00 9 9 23 7 12 12 F 02:00 8 18 11 11 12 12 , 03:00 25 25 8 30 22 * 22 _._ 04:00 14 10 9 11 11 11 05:00 18 12 10 6 12 * 12 F 06:00 14 5 10 12 * 10 "" 10 07:00 9 7 7 12 9 9 ' _ 2LL 08:00 3 3 4 4 4 4 LLJ 09:00 1 3 2 1 2 * 2 10:00 2 2 2 2 2 2 I 11:00 0 0 0 0 0 0 Day Total 173 - 157 157 178 14 166 0 0 - 166 % Avg. 104.2% 94.6% WkDay 94.6% 107.2% 8.4% % Avg. 104,2% 94.6% Week 94.6% 107.2% 8.4% 100.0% 0,0% 0.0% _ APeak M P e ak 08:00 08:00 08:00 08:00 07:00 _ ....... 08:00 08:00 Volume 25 22 20 26 8 23 23 PM Peak 15:00 15:00 13:00 15:00 15:00 15:00 Volume 25 25 23 30 22 22 Grand 173 157 Total 236 379 217 355 105 83 310 ADT Not Calculated Page I CITY OF KALISPELL TRAFFIC SIGN! & SIGNAL Site Code: 000000000000 1440 1 ST AVE WEST Site Cade: 000000000000 STREET 7TH ST E 500 BLK Station I D: DIRECTION E COUNTER 04226 WEATHER SUNNY_ Latitude- 0.000 start, Mon Tue Wed Thu Fri l Average - Sat Sun Week Time 18-Sep-06 19-Sep-06 20-Sep-06 21-Sep-06 22-Sep-06 Dad_ 23-Sep-W 24-Sept Average 12.00 AM * * 1 1 _ 1 1 3 2 U 01:00 * * * 0 0 0 3 2 1 02:00 * 0 0 0 2 1 1 03:00 * 0 0 0 1 0 0 04,00 1 0 0 1 0 0 05:00 1 1 1 0 1 1 06:00 * 1 2 2 1 1 1 j 07:00 * * 17 18 18 7 3 11 `. 08:00 50 47 48 12 5 28 09:00 * * 30 21 26 15 14 20 L= 10:00 * 27 30 28 15 13 21�- ..:' 11:00 * * 35 33 34 30 13 28 12:00 PM 47 28 38 13 13 25 !:^....._,. W l 01:00 28 34 31 25 19 26 T 02:00 k * 26 25 30 27 24 17 24 03:00 * 82 73 62 72 27 18 621.. 04:00 t x 37 44 31 37 26 20 32 05:00 25 32 37 31 13 14 24 06:00 * * 20 21 17 19 19 12 18 l.,. 07:00 * 20 14 8 14 19 9 14 L 08:00 4 9 10 8 4 8 7 09:00 * 11 4 10 8 7 1 7 m wl 10:00 0 4 8 4 4 0 3 11:00 * 0 1 2 1 7 1 21( Day Total 0 0 225 465 430 448 276 188 348 % Avg. 0.0% 0.0% 50.2% 103.8% 96.0% WkDay % Avg. 0.0% 0.0% 64.7% 133.6% 123.6% 128.7% 79.3% 54.0% Week AM Peak 08:00 08:00 08.00 11:00 09:00 08,00 Volume 50 47 48 30 14 28 PM Peak 15:00 15:00 15:00 15:00 15,00 16:00 15:00 Volume 82 73 62 72 27 20 52 Page 2 STREET 7TH ST E 500 BLK DIRECTION EA/V COUNTER 04226 WEATHER SUNNY CITY OF KALISPELL TRAFFIC SIGN & SIGNAL 1440 1ST AVE WEST Site Code: 000000000000 Site Code: 000000000000 Station ID. Latitude: 0.000 Start Mon Tue W, ed Ti�u �n Average Sat Sun Week Time 25-Sep-06 26-Sep-06 27-Sep-06 28-Sep-06 29-Sep-06 _ - Day _ _ 30-Sep-06 01-00--06 - - Average" --- _ 12:00 AM 1 2 0 2 2 1 1 01:00 0 0 1 0 1 0 0 02:00 0 0 0 1 0 0 0 03:00 0 0 0 1 0 0 * 0 04:00 0 1 0 0 0 0 * 0 05:00 3 0 0 1 0 1 * 1 06:00 3 2 4 3 3 3 * 3 07.00 21 19 25 32 33 26 * 26 �. 08:00 37 45 37 40 40 40 09:00 24 29 23 27 * 26 * 26 , v 10.00 30 21 25 38 * 28 * 28 11:00 32 33 34 32 * 33 33 L, 12:00 PM 24 23 27 33 27 27 L.., 01:00 30 27 61 25 36 36 02:00 26 37 33 26 30 30 .w ,...; 03:00 47 59 39 57 5.0 * 50 04:00 33 26 24 31 * 28 28 L, ; 05:00 38 25 28 35 32 '' * 32 L. L= 06:00 23 27 21 22 * 23 * 23 r.,a# 07:00 14 21 11 11 14 14 L�....,, ,: 08:00 8 5 8 8 7 * 7 09:00 11 3 5 8 7 * 7 10:00 2 1 4 0 2 * 2 �] 11:00 3 3 1 0 2 2 Day Total 410 _ 409 411 433 39 41�0 0 0 416 % Avg. WkDay 98.6% 98.3% 98.8% 104.1 % 9.4% % Avg. Week 98.6% 98.3% 98,8% 104.1% 9.4% 100.0% 0.0% 0.0% AM Peak 08:00 08:00 08:00 08:00 07:00 08:00 08:00 Volume 37 -45 37 40 33 40 40 PM Peak 15:00 15:00 13:00 15:00 - 15:00 15:00 Volume 47 59 61 57 50 50 Grand Total 410 409 636 898 469 864 276 188 764 ADT Not. Calculated