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1998-12074-Order No. 98-031 Recorded 2/26/199898-x.20'74 0164-036 � RE BEFORE THE BOARD OF COUNTY COMMISSIONERS OF DESCHUT�Cffi An Order Establishing a Designated Speed of 45 m.p.h. on all of Reed Road between 11t * q8 p �� ly 53Street and Darlene Road MAR�OUNTY SUE G'. ,}..,.�.0 ORDER NO. 98-031 WHEREAS, pursuant to ORS 810.180 paragraph (8), Section(a), the Board of County Commissioners as a road authority have been delegated authority by the Oregon Department of Transportation designate reasonable and safe speeds on low volume or not hard surfaced County roads. In the Board's judgment, to protect the safety of the public; and WHEREAS, this action is based upon an engineering and traffic investigation; and WHEREAS, Reed Road lies outside the corporate limits of any city; and WHEREAS, it appears that a safety necessity exists on Reed Road; now therefore, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF DESCHUTES COUNTY, OREGON as follows: Section 1. The designated speed of 45 m.p.h. be assigned to the following section of all of Reed Road between 1St Street and Darlene Road. Section 2. That the County Road official erect appropriate signing according to MUTCD (Manual of Uniform Traffic Control Devices) requirements giving notice of the restriction. Section 3. That any previous order with respect to the designated speed for the above road which is in conflict with the provisions of this order isis%hereby rescinded. DATED this 625 day of i� , 1998. BOARD OF COUNTY COMMISSIONERS OF DESCHUT-E_S COUNTY,i OREGON ATTEST: ( L �-� /i . - Recording Secretary Order No. 98-031 - Page 1 of 1 CY H 0 ROBET L. NIPPER, OMNf'fSS1NER Z7� LINDA L. SWEARINGEN, COMMISSIONER APR 1998 p�porrO�rfwrvdTi�gpor�iion 7r SPEED ZONE REQUEST 0164-0366 To request a Speed Zone Investigation by ODOT personnel. City or County Engineering Department staff should complete this form and send n. with a map of the roadway, to: State Traffic Engineer Oregon Department of Transportation 504-A Transportation Building Salem OR 97310 1AGENCY NAME DESCHUTES COUNTY PUBLIC WORKS - CONTACT NAME AND TITLETELEPHONE NUMBER GARY JUDD - TRAFFIC ENGINEER (541) 388-6581 ADDRESS 61150 SE 27TH STREET, BEND, OR 97702 NAME OF ROADWAY RUSSELL RD FROM FINLEY BUTTE RD TO REED RD QUESTED SPEED - MPH EXISTING POSTED SPEED - MPH EXISTING SPEEDS OF ROADWAY ABUTTING THIS SECTION (� 45 BRIN -.MPH- BR.. EXITING - MPH:- _ ! AVERAGE DAILY TRAFFIC VOLUME - 237 ROADWAY CLASSIFICATION: 0 LOCAL ❑COLLECTOR [:1 ARTERIAL Speed recommendation from City or County Engineering Department (required): 45 MPH Reasons for this recommendation: Russell Road is a local road serving lots (1 to 6 acres) in the La Pine Industrial Park. As this area continues to develop, the basic rule speed will be very obscure. A set speed limit will allow enforcement on this road. Are curves in this section of roadway signed appropriately? ® YES ❑ NO Is the recommended speed consistent with the speeds of similar roadways in the surrounding area? ❑ YES ❑ NO Speed recommendation from enforcement: 45 MPH Reasons for this recommendation: 1/2 mile stretch of light industrial. Normal acceleration does not allow for speed higher that this. Are there special plans to enforce the proposed speed zoning? (explain): Speed recommendations from local residents: 45 MPH Reasons for this recommendation: Russell Rd and Reed Rd are being used as a bypass of La Pine for traffic from the east side of town going north. TO BE COMPLETED BY ODOT STAFF .Speed recommendation from ODOT Region Traffic Engineering Staff: MPH Reasons:.. rT you have questions on speed zones, contact the COOT Traffic Management Sectign in ISalem at 986-3609 FAX 986-4063 2:399 ` or your local ODOT Regan Traffic Office (see reverse for addresses). 734-6-95lI /Z '. " 0164- 0 6 When should speed zone Invest/gations be requested? When traffic patterns have changed, development has occured, accidents have increased. or requests have been received from a number of area residents or businesses. Oregon law gives the State Department of Transportation the authority to establish speed zones on all roadways in Oregon. It also states that an engineering investigation will be done to determine what the appropriate speed should be. (ORS 810.180) The local roadway authority (the city or county) needs to complete this form and submit It to ODOT to request an Investigation. This form facilitates the request by providing ODOT with the pertinent, local information needed to complete the investigation. Further speed zoning information may be obtained from your local ODOT Region Traffic Office at the address below. Region 1 Region 2 Region 3 123 NW Flanders 2960 State Street 3500 NW Stewart Parkway Portland OR 97209-4037 Salem OR 97310 Roseburg OR 97470 Tele: 731-8205 Taie: 386-2656 Tete: 440-3399 FAX: 731-8259 FAX: 986-2630 FAX: 440-3465 Region 4 63055 N Hiway 97 PO Box 5309 Bend OR 97708 Tele: 388-6189 FAX: 388-6231 Region 5 3012 Island Ave. LaGrande OR 97850 Tele: 963-3177 FAX: 963-9079 0,164 0 nvesdgatfons be f V� NJ/hen should Saeed zone Iguested? When traffic patterns have changed, development has occured, accidents have Increased, or requests have been received from a number of area residents or businesses. Oregon taw gives the State Department of Transportation the authority to establish speed zones on all roadways Oregon. It also states that an engineering investigation will be done to determine what the �n (ORS 810.180) appropriate speed should be. The local roadway authority (the elty or county) needs to complete this form and submit It to ODOT to request an Investigation, This form facilitates the request by providing ODOT with -the pertinent, local information needed to complete the Investigation. Further speed zoning -Information may be obtained from your local ODOT Region Traffic Office at the address below. Region 1 Region 2 123 NW Flanders 2960 State Street Region 3 Portland OR 97209-4037 Salem OR 97310 3500 NW Stewart Parkway Tele: 731-8205Roseburg OR 97470 FAX: 9 FAX: 731-8259 86-2656 Tele: 440-3399 FAX: 986.2630 FAX: 440-3465 Region 4 Region 5 63055 N Hiway 97 PO Box 5309 3012 Island Ave. Bend OR 97708 LaGrande OR 97850 Tele: 388-6189 Tele: 963-3177 FAX: 388-6231 FAX: 963-9079 0164-0369 DESCHUTES COUNTY DEPARTMENT OF PUBLIC WORKS Report of Speed Zone Investigation REED ROAD HIGHWAY 97 TO END OF PAVEMENT Recommendation: Section: Investigated From: To: 45 MPH Deschutes County OCTOBER 29, 1996 Existing: 45 MPH Recommended: 45 MPH 0.000 HWY 97 0.945 END OF PAVEMENT - 350 FT EAST OF RUSSELL ROAD Historical Background Investigation requested by: DESCHUTES COUNTY PUBLIC WORKS Requested speed: 45 MPH Previous action: NONE Investigation: Section Length 85% Speed 1995 Accident Rate* 1995 Average Daily Traffic Culture Type and Density Horizontal Alignment Vertical Alignment Curve Signs & Speed Riders Existing Posted Speed Recommended Speed *Accidents per Million Vehicle Miles Investigated Portion .0879 MILES 53 MPH 40 LIGHT/RURAL/INDUS TRIAL TANGENT MOSTLY LEVEL NONE 55 MPH (STAT) 45 MPH Roadway Data: Section A SectioVandlZei' ,200of (Investigated Portion) Section A Surface Bituminous Width 28 ft Lanes 2 Parking Not Prohibited Shoulders 4 ft - Gravel Intersecting Streets 2 Paved 1 Stopped 1 Signalized 0 Accident Data: Study Period Total Accidents Injuries Fatalities 1994 Accidents 1994 Accident Rate (R) 1994 State Rate (r)-2/ Deviation (R - r) Spot Speed Data: 85% Speed 53 mph Pace Limits 3/ 0.250 - 34 - 43, 0.500 - 40 - 49 % in Pace 0.250 -43, 0.500 - 59 Maximum Speed 0.250 - 63, 0.500 - 69 Posted Speed 55 mph (stat) % Exceeding Posted Speed 0.250 - 10.64%, 0.500 - 4.69% Computed Speed 4/ Recommended Speed 45 mph 2/ No comparable state rate available. 3/ Ten miles -per -hour range containing the largest number of sampled vehicles. 4/ 85% speed minus accident rate deviation (R -r). Factors Influencing Recommendation: (example: 85th percent speed, pace limits, percent in pace) ROADWAY: REED ROAD DATE: OCTOBER 29, 1996 TIME: 9:30 AM - 12:30 PM; 1:00 PM - 4:00 PM FROM: 0.000 HIGHWAY 97 TO: 0.945 END OF PAVEMENT Culture & Density Density: Light Horizontal Alignment: Vertical Alignment: Tangent Mostly Level Curve Signs & Speed Riders: None Roadway: Surface: Bituminous Width: 28 ft Number of Lanes: 2 Parking: Not Prohibited Shoulders: Gravel Curb: None Intersecting Streets: U164-Ot'371 Culture Type: Rural Industrial Number of Intersecting Streets: 2 Number of Paved Intersecting Streets: 1 Number of Stopped Signed Intersecting Streets: 1 Number of Signalized Intersecting Streets: 0 ji+ /-t�f Jilu-i;tg.L al 1 a + RECOMMENDED Sewage � t atment ami 8 $�a P 1st St. ee 2n St a N EXISTING ce 3rd 'S1 � 4th 'St a William Foss Rd m in ' 0 '" FinleyQ- a �`C LEGEND cn C� 20 Milli C 20 Mill l When Childien Are Present C� 25 Mill 30 MPI l — I-- Q 35 MPII © 40 MI'i l MOM 45 MITI SU MPII C:Q 65 MITI (Slat.) ENO eF 016/-0372 6 I -4' RvEmENr o 2000 Pr, TO CEoaersRy --•-. A1R-r NOT INVESTIGATED 0164-00<3 TYPICAL. VIEWS' REED ROAD 0.000 �- QF HWY 9 7 TO END OF PAVEMENT DESCHUTES COUNTY OCTOBER 2 q, 1 9 9 6 1. LOOKING EAST Q-250 MILES FAST OF c OF HWY. 97 2. LOOKING WEST 0.250 MMES EAST OF OF HWY., q 7 3. LOO KING FAST 0.500 MILES EA3 T OF OF HWY. q'7 4. LOOKING WIST 0.500 MILES EAST OF OF HWy q? 0-�.�14 TYPICAL. VIEWS REED ROAD 0.000 0F IdWY. 9 7 TO ENV of PAVEMENT 0.345 DESCHUTES COUNTY OCTOBER 21 1 g 9 h 1. LOOKING EAST 0.250 MIL4.5 EAST OF (t OF HWY. q7 2. LOOKING WEST 0.250 MILES EAST OF OF HWY.. q 7 3. LOO KING EAST` 0.500 MILES EAST OF OF ijWY. q7 4. LOOKING 1/Nl:ST 0.500 MILES EAST OF ¢ 0F HWY• q? TY°ICA L VI EWS' REED ROAD 0.040 OF HWY 9 7 To E'10 OF PAVEMENT O..g45 DESCHUTES COUNTY OCTOBER 211 I g 9 6 1, LOOKING FAST 0.250 MIL45 FAST OF ( OF HWY. 97 2• LOOKING WEST 0.250 MILES EAST OF OF HWY., 9 7 3. LOO KING FAST' 0.500 MILES EAST OF OF JJWY. 97 4, LOOKING WEST 0.500 MILLS FAST OF 01• HWy q? TYPICAL VIEWS' REED RQA\D 0.000 �01` HWY 9 7 TO 04D OF PAVEMENT DESCHUTES COUNTY OCTOBER 2 51 1 q 9 6 1. LOOKING FAST 0.250 MILES EAST OF OF 14WY. qI 2. LOOKING WEST 0.250 MILES FAST OF OF HWY., q 7 5, LOOKING ElkSr 0.500 MILES EAST OF OF IjWy. 97 4, LOOKING WEST 0.500 MILES EAST OF OF HWy qq 4 0-.q 4 5 A TYPICAL'. VIEWS REED ROAD BF GI N N I N G OF 5f C.'A N DEND OF 5 E-0- DESCHUTES COUNTY OCTOBER 21J,Iq96 1. LOOKING EAST F*ROM 4; OF HWY. q 7 2. L OOK(NG WEST' FROM FNP OF PAVEMENT REED RD. TYPICAL'. VIEWS REED ROAD BE GI N N I N G OF SFC. ANVEND, OF 5E-G DESCH UTFS COUNTY OCTOBER 211 1896 1. LOOKING EAST FROM (; OF HwY. q7 2. LOOKING WEGr FROM ENP OF PAVEMENT REED RI). C1ty_oAscyvrcJ cOvA-,;- / Route a6'Eo R,o. Hwy. No. M.P.0. So 0 Date _i o - z 9 - 9 6 Day Time i : oo PM 4 Weather o vEa cA s,a e.1. Sign Speed ss Cs rwr) Observer 7-W Location Description_ o. s 9 r m, i. , <., jr c r e ga,L je oA,d r"zte s Pavement Width__g 6_ R. :. Viums Passenger 7, 5,.Trucks ©�■� ■gym ■� ■ ION ■��■■ ■ m ■ems®■■�� ■m ■_ m��MEm MIKE �m ■ m W.Sm ■i® ■m ■■ • 1111112111111111IRM MEM ® 0®_ ©_I® ■_®_ ■ -----,"KM�1�■©gym _ ■m��■ m■m��©im ■NKM MIKM m■■�■m/��=IRA ■m ■ ©M =Ion ■mom■■ _ _ K3 ■mei■■���m ■m ■ ® ��®■OM1®■�■� ■ MIKA Mims mom ®_ ■m w-ai® ■_®_ ■ MIKE m ■m MIKERE ■m ■ © main ■■s© i© i� m���m��■�iim���■mom IIIIIIIIIIIIIIim IIIIIIIIIN m ■m ■�i®■■■■m ■ m -- ■ami■■■■■im ■m ■ m ■moi®���Mi® �® ■moi m ■■m i■im ■■� ■ on _ Mm— moi EN �o ROADWAY : REED RD. DATE: TUESDAY, OCTOBER 29, 1996 CITY TIME: 1:OOPM-4:OOPM COUNTY DESCHUTES LOCATION M.P.0.500 WEATHER: CLOUDY 0164-0380 DIRECTIONS OF TRAVEL: EAST & WEST CUMULATIVE PERCENT 100 + 96 + 92 + 88 + 84 + 80 + 76 + 72 + 68 + 64 + 60 + 56 + 52 + 48 + 44 + 40 + 36 + 32 + 28 + 24 + 20 + 16 + 12 + 8 + 4 + 0 + 0....+....10...+....20...+....30...+....40...+....50...+....60...+....70 Exceeding .......................100 75 48 20 5 2 2 SPEED (MPH) EAST WEST COMBINED # of VEHICLES 34 30 64 85th SPEED 53 51 52 PACE LIMITS 40-49 38-47 40-49 % IN PACE 58.82 60.00 59.38 MEAN SPEED 46.68 44.07 45.45 MEDIAN SPEED 46 45 45 STD. DEV. 7.04 5.74 6.54 MAX. SPEED 69 54 69 POSTED SPEED 55 55 55 % EXCEEDING POSTED 8.82 0.00 4.69 Traffic Engineering Section _ SPOT SPEED SURVEY,��� City _y f5em / TES co awry Route R e,6 P R A . Hwy. No. M.P. ©• 2 S o Date lo -29- Q4 Day Time Weather�o c • e.,*,aSignSpeed ssrsrs?:,)Observer gov., .rw o Location Description_ e, .r 6 N1,g. 9 i Pavement Width 2 S ft. Remarks chmdriar Wirrth A ft Pass•r Cmrs,, Ey 0.2 so Trucks :. :. _gym •' ■� ■gym ■® ■ m ■m MIEN ■m ■ �■ m ■[ =IRA ■m EM K3 MIKE MEM ma 1111111311111111221111 MI EM MEM■■■imm■-■EM■ ■ ® M® ©1® ■® ■ MoM1111111111 go mzm go ■ZEN ■IKM ■ m eam I©im�■■■m ■ m o■m IMIKM■�■■�■�m■■■■■ m ■gym MIKE i■m ■ Ka Emm oim ■m ■ m ■■m 1111111011111M ■■m ■ o®�mMIKE E3 iMEMK3 i MIME �� m ■m ■oim ■m ■■■om oim_��m � m ■® ©im■�■■mEm- ■ Mm m ■ EN ■ m mmMIEN MEN m ■m■■■■im ■m ■ -m i m m■i■■■■■m ■aim ■■mom■■■ m MEM ■�iim ■Miim Mm� IM ■miim aim K3 ■■m�■■■■■im■■■■■m ■ m■ ■_im �Im ■_im ■_i m ■m �■im■■■i■■no ■�' o■i■■■io ■�io _ ■■" ■ ROADWAY REED RD. DATE: TUESDAY, OCTOBER 29, 1996 CITY TIME: 9:30AM-12:30PM COUNTY DESCHUTES LOCATION M.P.0.250 WEATHER: CLOUDY 01 64-0 o n DIRECTIONS OF TRAVEL: EAST & WEST CUMULATIVE PERCENT 100 + 96 + 92 + 88 + 84 + 80 + 76 + 72 + 68 + 64 + 60 + 56 + 52 + 48 + 44 + 40 + 36 + 32 + 28 + 24 + 20 + 16 + 12 + 8 + 4 + 0 + 0....+....10...+....20...+....30...+....40...+....50...+....60...+....70 % Exceeding ..................100 87 68 49 28 11 9 SPEED (MPH) EAST WEST COMBINED # of VEHICLES 22 25 47 85th SPEED 59 52 53 PACE LIMITS 34-43 38-47 34-43 IN PACE 45.45 52.00 42.55 MEAN SPEED 46.41 44.36 45.32 MEDIAN SPEED 43 44 44 STD. DEV. 9.74 6.64 8.21 MAX. SPEED 63 57 63 POSTED SPEED 55 55 55 % EXCEEDING POSTED 18.18 4.00 10.64 12:AM w w w w w w w Location: .25 MI EAST OF HWY 97 Public Works Department, Site: REED RD Weather : CLOUDY w Date: 10/29/96 Counter : 0372 w File: [none] Begin Total 1-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 60-64 65-69 70-99' Avg Time MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH 12:AM w w w w w w w w w w w w w w w 1:00 w w w w w w w w w w w w w w w 2:00 w w w w w w w w w w w w w w w 3:00 w w w w w w w w w w w w w w w 4:00 w w w w w w w w w w w w w w w 5.00 w w w w w w w w w w w w w w w 6:00 w w w w w w w w w w w w w w w 7:00 w w w w w w w w w w w w w w w 8:00 w w w w w w w w w w w w w w w 9:00 w w w w w w w w w w w w w w w 10:00 w w w w w w w w w w w w w w w 11.00 w * w w w w w w w w w w w w w 12:PM 2 0 0 0 0 0 0 1 0 1 0 0 0 0 47 1:00 17 0 0 1 2 3 1 4 2 2 2 0 0 0 41 2:00 13 0 2 2 1 2 4 0 1 1 0 0 0 0 32 3:00 11 0 0 1 0 2 3 4 1 0 0 0 0 0 37 4:00 12 0 0 2 1 4 1 2 1 1 0 0 0 0 35 5:00 15 0 0 0 0 3 4 4 0 4 0 0 0 0 41 6:00 15 0 0 0 1 1 0 3 4 4 2 0 0 0 46 7:00 3 0 0 0 0 0 0 0 2 0 0 1 0 0 52 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 7 0 0 0 1 0 2 2 1 1 0 0 0 0 41 10:00 2 0 0 0 0 0 1 0 1 0 0 0 0 0 42 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 97 0 2 6 6 15 16 20 13 14 4 1 0 0 40 Totals Percent 0.0 2.1 6.2 6.2 15.5 16.5 20.6 13.4 14.4 4.1 1.0 0.0 0.0 of Total Percentile Speeds: 10 MPH Pace Speed: Number in pace % in pace Speed Exceeded Percentage Totals 10% 26.7 35 - 45 36 37.1 45 MPH 33.0 32 15% 30.3 55 MPH 5.2 5 50% 41.0 65 MPH 0.0 0 85% 90% 51.8 53.6 JANUS Speed File: REEDRD"1 Printed: 11-13-1996 Pige 1