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HomeMy WebLinkAbout2023-07-10-minutes-public-works-study-sessionKITTITAS COUNTY COMMISSIONERS Public Works Study Session Regular Meeting Monday July 10, 2023 - 1:30 PM Commissioners' Auditorium 205 West 5th Room 109 - Ellensburg 1. Call to Order 2. Citizen Comments (1 min. time limit) 3. Request to Approve a Resolution to Award the Contract for the Manastash Road Creek Bank Stabilization Project (CRP 273-16) and Authorize the County Engineer to Execute the Same. 4. Bear Road Right of Way 5. Wilson Creek Road Speed Study 6. Other Business - No Action to be taken 7. Concluded Created on 7/6/2023 10:03:29 AM KITTITAS COUNTY PUBLIC WORKS STUDY SESSION MINUTES COMMISSIONERS' AUDITORIUM, 205 WEST 5TH ROOM 109 Regular Meeting MONDAY 1:30 PM July 10, 2023 Board members present: Chairman Cory Wright, Vice Chairman Brett Wachsmith, and Commissioner Laura Osiadacz. Others: Mark Cook, Josh Fredrickson, Rebecca Cruse, Public Works; Jessica Miller, Jamey Ayling, Community Development Services; Mike Hougardy, Assessor's Office; Neil Caulkins, Prosecuting Attorney's Office; 1 member of the public. At 1:30 PM Chairman Cory Wright opened the Public Works Study Session. No Citizen Comments. REQUEST TO APPROVE A RESOLUTION TO AWARD THE CONTRACT FOR MANASTASH ROAD CREEK BANK STABILIZATION PROJECT (CRP 273-16) AND AUTHORIZE THE COUNTY ENGINEER TO EXECUTE THE SAME Josh Fredrickson briefed the Board of County Commissioners on the bids received for Manastash Road creek bank stabilization and presented Resolution 2023-115 for consideration. Vice Chairman Brett Wachsmith moved to approve Resolution 2023-115. Seconded by Commissioner Laura Osiadacz. Motion passed. BEAR ROAD RIGHT OF WAY Josh Fredrickson briefed the Board of County Commissioners on Bear Road right of way and an ongoing conversation with landowners about alternative access to the properties with frontage should they desire to pursue vacating the unconstructed portion of right of way. WILSON CREEK ROAD SPEED STUDY Josh Fredrickson requested the Board of County Commissioners to direct staff to schedule a public hearing to increase speed from mile post 0.50 to mile post 1.01 on Wilson Creek Road. The Board of County Commissioners directed staff to notify residents in that stretch of the road by mail prior to scheduling public hearing. Meeting concluded at 1:48 PM 2023-7-10 MINUTES Rebecca Cruse, Administrative Assistant 2023-7-10 MINUTES KITTITAS COUNTY COMMISSIONERS KITTITAS COUNTY, WASHINGTON Cory Wright, Chairman KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS STUDY SESSION STAFF REPORT STUDY SESSION DATE: July 10, 2023 ACTION REQUESTED: Request to Approve a Resolution to Award the Contract for the Manastash Road Creek Bank Stabilization Project (CRP 273-16) and Authorize the County Engineer to execute the same. BACKGROUND: On August 2, 2016, the Kittitas County Board of County Commissioners (BOCC) approved Resolution 2016-099 initiating the County Road Project CRP 273-16 for the Manastash Road Creek Bank Stabilization Project. On June 6, 2023, the BOCC approved a Notice of Call for Sealed Bids for the construction of said project. Sealed bids were opened publicly on June 29, 2023, at Kittitas County Public Works. There were six (6) qualified bids received with the lowest responsive bid being from Thayer Excavating, LLC in the amount of $527,941.95. Federal Funding has been secured through the Federal Lands Access Program (FLAP) for construction. The local match amount of 13.5% is budgeted within the Road Fund. INTERACTION: Public Works. RECOMMENDATION: Approve the Resolution to Award the Contract for the Manastash Road Creek Bank Stabilization Project (CRP 273-16) and Authorize the County Engineer to execute the same. HANDLING: Return one (1) copy to Public Works. ATTACHMENTS: Resolution with Bid Tab. LEAD STAFF: Joshua Fredrickson County Engineer BOARD OF COUNTY COMMISSIONERS COUNTY OF KITTITAS STATE OF WASHINGTON RESOLUTION NO. 2023 - ff ) AWARDING THE CONTRACT FOR THE MANASTASH ROAD CREEK BANK STABILIZATION PROJECT, AND AUTHORIZE THE COUNTY ENGINEER TO EXECUTE THE SAME WHEREAS: The call for sealed bids supporting the Manastash Road Creek Bank Stabilization Project (CRP 273-16) was authorized by the Kittitas County Board of Commissioners on June 6, 2023; and WHEREAS: The Department of Public Works solicited bids in accordance with RCW 36.77.020 Contract Procedures; and WHEREAS: Sealed bids were received and opened on June 29, 2023, at 10:00 am; and WHEREAS: There were six (6) responsive bids received for review; and WHEREAS: The lowest responsive bid was from Thayer Excavating, LLC in the amount of $527,941.95; and WHEREAS: The County Engineer recommends the lowest responsive bid be accepted; and NOW, THEREFORE BE IT RESOLVED that the Board of County Commissioners finds it in the best interest of the County to award the Contract for the Manastash Road Creek Bank Stabilization Project to Thayer Excavating, LLC; and BE IT FURTHER RESOLVED that the County Engineer is authorized to sign contract documents for said project. DATED on this 1 Oth day of July 2023, at Ellensburg, Washington. BOARD OF COUNTY COMMISSIONERS KITTITAS QOUNTY, WASHINGTON Board- Julie Kjorsvik Vice -Chairman ❑ Deputy Clerk of the Board- Mandy Buchholz m� d $$ a mcguo R FIMPf a >m �8$$8$88^$8og888$$888g'$$8$W $$888ss888s8a$88asaaa88sa58ssss� -w.»�a�euarxscs»»xrxxxs�g»sa�uUxS R RRRRRRR9EEEE44Es4sss4asb<obobb »» NU r » WN »28��^ ��sWe�crx�� $ Naaa"s�rsffi�" 88$$$$$ 8$ 8$68$$$$$$$8s888888888 HIP 8888$$$888 88$$8888$ 9s 0 8888898888888 8888888888$$8888$$ 8 »CWN�:v�essr��rr�Wr���sN��:WWr�� 88888 88$ 88$$88 88 8888889888SR u „Np vF u r.» wN r r=a�Al sa8$saaaaaaoae"asasss8a�sseB$$$$s s w»w»,.#Nwrs:ve�N r�„ii sCiroox8 »'E 8888$$8888$$°88$ ' 8 8$89888885989898' r s8Mom. :sss8&s��$sas�aaaaa�es:M„ a 13 ' b$:8$$x9$ 8x$68$ 988v's 8 sxBU B r tg s ar wxs sma8$99U s98ma ° s$a$ssasaa:ss$"$�$$"989 'a$$ss"a$$$$a 8 8 � $ s" gee 15 LE 8888 - sag$ as 8, s$$888 KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS STUDY SESSION STAFF REPORT STUDY SESSION DATE: July 10, 2023 TOPIC: Bear Road Right -of -Way ACTION REQUESTED: Informational — no Board action required. LEAD STAFF: Joshua Fredrickson RECOMMENDATION: Informational briefing — no Board of County Commissioners (BOCC) action is required. BRIEFING SUMMARY: • Right -of -Way (ROW) for Bear Road was dedicated to the County through the Elk Haven Plat. • Road was never built. • Ten lots have frontage to Bear Road. • New access should be directed to an internal road network. • North half of Elk Haven Road was previously vacated, resolution no. 95-165. BACKGROUND: The Elk Haven Plat was approved and recorded in September 1969. This plat created 49 lots in an area north and south of Upper Peoh Point (Exhibit 1). Public ROW was dedicated to provide access to the lots, including Bear Road. A 1995 resolution vacated a portion of Elk Haven Road from Bear Road to the north boundary line. Bear Road has not been constructed. The property owner of lots 4,5, and 11 has dedicated public ROW separating their lots (Exhibit 2). Because the ROW is dedicated for public use, if vacation is sought PW is required to vacate pursuant to County Code and State law. DISCUSSION: Ten lots have frontage to Bear Road ROW in the Elk Haven Plat. These lots have five separate owners. Kittitas County Code 12.05.03 directs new access onto internal roadways. Property owners have interest in no longer being burdened by the ROW. Parcels need to have reasonable access available to prevent from becoming land locked. Property owners may seek to vacate the roadway by submitting a road vacation application. This action would allow parcels on the north and south of Bear Road to be joined and no longer burdened by the right-of-way. Lot owners on the north side of Bear Road may seek access easements from the lots on the south side of Bear Road. This would also require a variance through the Road Variance Committee to allow direct access onto Upper Peoh Point. They may also seek to establish Bear Road. Construction and maintenance of Bear Road is directed on the plat dedication to be the responsibility Page 1 of 4 Public Works "Work Session Staff Report" 2023 of a non-profit corporation composed of the owners of the lots. Two Type N streams cross the Bear Road ROW. Future build of Bear Road may be impacted by critical areas. FISCAL IMPACTS: Road Vacation Application of $3,888.00. ATTACHMENTS: Exhibit 1: Plat of Elk Haven with the proposed ROW vacation highlighted. Exhibit 2: Location Map Page 2 of 4 Public Works "Work Session Staff Report" 2023 Exhibit 1: Plat of Elk Haven with the proposed ROW vacation highlighted Page 3 of 4 Public Works "Work Session Staff Report" 2023 .yS6T69 Pls 5%2 SWj SEO.6 �P73 5W %4 5EC. 7, TWq AN. RGE /6E./ W./W. 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I— and Fiance Fern Marc, hie xfe, e . 1. fee alms;, of reel ptol. ['Yr A. fatale,fatale,,Tsvr h, t.a plot end dehptlon a.,ia.tr t ororum of the public f. -r f"hw rs .11 tone, street, end ail, . taff rcr. n ache vesth of rorctru.tln., . a1nLi,y cep � n >.. re n l of all r d, +M aIley, Nmin Shia -I.t .M .11 . Snm thnon are lg FINE .Ia tee e Ail1vtlyn of . on-,.fiI. ^nrprr.,lrere satar of l om of the lot. I the plat cnI f nip m(]t1:n plet, ''hat an be nerves q these rn , street., rM slleye. 'In the event test the c +ny .f to, lets o ny plot re aadditlono3 w plate .hall tltIne the ca..IF Cn.cl. en to in, , the ro,da 1n the Gent, Road .yet-, 11 1, undo -scat ,1 ,r F, ­1. first IEa built of, to mini>u d0unty stand., , by ea1d n: ,arilt 'orporetleff ":ITM!S- Nr MM..M er-I the+ As, of A,4r I" /s 4 �. -• 'ifs s�L Harrold I. Be- France. I-P.-. me aloe 1.M Nw.aym'e Certiflc.te I bereq .f rtif:y that Ne Plot of CEN NYCN IN heeM oe so .etv.l surrey -" vuMlvlefon of Section 6 .ed 7, ThesesUp 19 North, Norge 16 Feat, I.M.1 that the di by .M e e e end eoAlso ere ehoan ftmeon ..meetly; that ae 4avj genaet end lot na nloekcNonerneer�eeb/1d�/on�Qt.�he g�rooM� il 1J�r J 0. C More V CeniPlnat.te NO.uTm 6Cgl£2:=l &Ia osmmort Nrtnm pnHdm No fall.-: •Thv)mofpm bmeq m .tax that as stmetma shall soe .%ad or wNa as vasm ttoia stripe that fefloof tsr' "I. or axpleelhas sill !e mM :'trip tthi. W or hard .trip .N tb.t the LM -' d trip MITI hat be hard in .g- ACANT-E-EnTMENT Ithelteral pmet!... m othml . as . depth greater than W. County of %Stt1W e's' 1,:N IS T(:S TIFT That on this,` A any Of A,C„ 1969 cross as, the oMe[e1F,nM, . Net." PoNIe Noe* li{ apger" JwepM1 L, AnpNetm .m OMw.lr.Neet a, his airs, to - kna- to be the Par on. eFo ted thv foregofmry daifhail- .M c." fedW to lie tent rtgnM .M a lea Ne we a tL�..- fee. end t�ry ct .. dead nor the ....M purposes tberefv n-tlonni, dITHESS Cy mni and official v-1 the day and year first mitten. vu to 11 ma for Eh Bt x Vh�rtto �y� a salyq at r 5fAT6 ff ItiE NrrT01: Cowq of Nittla. TrS IS TI CERTIFY That to thin _7.dM day or Effort aloe Nr federated, . Notary lublic Pore ly appearetl Nexrold L. Baer end Fro".. I- I.-, N. alf., to or Vac- to be the Ac'jrye�yyy' �he -not. Ne faroped, indicted. she shames dgea to Ice tWt r eigeea fund .eted Ne .a =11 fees am l- mtery .et And dead ror th. We. and pwpoe.. sham. nennnn.a. .11fafbS:, My hsna AM official aesl the dqv end yner first it N lie in and for ,lie iv dashdashintov residing at Age. tivA61i^ ' AFFPMAISIS - I hereq rtlry tbt netted Party -.ell Cowty Static Laxes ors eats en to. nph`dgk 9i no ,classua�l I-1 ore Exian NEE Am Amber L NSa II Jy of • n._^., 1969. nations./ilea �0 o-- glttlMa Cwty Peal FntOem EXIMI. A. APPAOYEE T.. � I dy Of , A.L., 1901 FEW 1, f:f:INII' C.T.IS11fNERE 'MITaI CCUMr, .iAsl!INTCN qr /!'- C Spun Atteat: 7:t2...� Naa r_ ears er Rema iILIRG 4LWRIT Piled for the record +t the red hat of the littitu County Nnra of OOalnsrne.n, bad. 1// ay or , A.C., INAT, at yta.".* d_„- clon.&M. sad e.c.. In Y01 _,{ 01 F1Ate, w Mgr {. ,,,Ascetic of stun. constr. 'I..hintton. .. .. mtoki cwnLy Ammar Br1 Deputy Cn.q rnassm .." VICIMITYAND R...1v1c, No. dds of-2 CLOSURE MAP Nla .v. - laitMw RWRR RRBT.FTUAf NROW1211 r t.a` Vh N. MN, SECTIONS 6 A,.A7,T/9A/,R 16E Exhibit 2: Location Map Page 4 of 4 Public Works "Work Session Staff Report" 2023 Bear Road - Elk Haven Plat Date 7.,612023 Joao-w.me Kd:lfar County ma8es every eHon to proeuce one aut�cn fnc meat cur.c.m aaa acwrafe wbrmadar, pnr_0ie ;oe wamanr,ec ermc+ced 61.'1016 are pl9lded fl, 1. dII 3: b?e o,rc .mr, erahO^. Kinrfsz (oU !y ool ,,r guars ,ae me acc..,,y cr In n13 p, cor a. rec Ceram a. d xt por tia k, an c Z. c• Bp a emavo by me, T'Pa d. p +.. !n/ of nn o m dP...... 3 inch equals 4' 7 fee[ C 003 0.06 041mi I I I i I I I I I KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS STUDY SESSION STAFF REPORT STUDY SESSION DATE: July 10, 2023 TOPIC: Wilson Creek Road Speed Study Results ACTION REQUESTED: Schedule a Public Hearing receiving the Engineer's Report on the Request for Speed Increase LEAD STAFF: Joshua Fredrickson RECOMMENDATION: Schedule a public hearing receiving the County Engineer's report on the request for speed increase on Wilson Creek Road (MP 0.50 to MP 1.01) BRIEFING SUMMARY: • A resident requested a speed increase on Wilson Creek Road (MP 0.50 to MP 1.01) on June 8, 2023 • The speed study was conducted on June 14, 2023, to June 21, 2023 • Speed study data collected at MP 0.55 • Average daily traffic (ADT) of 1,583 vehicles, with 403 trucks (28%) • ADT distribution is 50.1 % northbound and 49.9% southbound. • 85% speed at 46 Miles Per Hour (MPH) northbound and 50 MPH southbound • Five crashes in the past five years BACKGROUND: Responding to a request received on June 8, 2023, to increase the posted speed on Wilson Creek Road between Judge Ronald Road and Game Farm Road, Public Works deployed traffic data collectors June 14, 2023 and collected through June 21, 2023. Traffic and speed data was collected at mile post 0.55. This road segment has 28 percent truck traffic within the average daily traffic distribution of vehicle size. Traffic at this location is split 50.1% northbound and 49.9% southbound. Overall 85`h percentile speed at this location is 48 MPH, with directional speeds of 46 MPH northbound and 50 MPH southbound. DISCUSSION: 85`h percentile speeds show traffic is operating at a speed greater than the current posted speed limit of 35 MPH. The 85ih percentile speeds suggest this roadway segment is more accommodating to an increased speed than the current posted speed limit. The roadway alignment is tangent through this section. There are 16 approaches along this section of Wilson Creek Road, primarily serving residential uses. Other users include agricultural use. Two of the approaches serve private roads which connect to this section of roadway. These private roads provide access to an additional 15 approaches. There were five recorded crashes along this roadway in the previous five years. The cause of the crashes included icy conditions; driver error; tires off roadway; animal in road; and an impact to bridge rail. FISCAL IMPACT: None ATTACHMENTS: Exhibit 1: Speed Increase Request Exhibit 2: Speed Study Results Exhibit 1: Speed Increase Request From: pat kelleher <psk98926@vahoo.com> Sent: Thursday, June 8, 2023 1:46 PM To: Mark Cook <mark.cook@co.kittitas.wa.us>; Caleb Sprous <csprous@kvnews.com>; pat kelleher <psk98926jpyahoo.com> Subject: Citizen request to increase speed limit from 35 mph to 50 mph on Wilson Creek Road CAUTION: This email originated from outside the Kittitas County network. Do not click links, open attachments, fulfill requests, or follow guidance unless you recognize the sender and have verified the content is safe. Mark I would like to request an increase of the speed limit from 35 mph to 50 mph on Wilson Creek Road from Game Farm Road to Judge Ronald Road. The speed limits on county roads are 50 mph unless otherwise posted. This is the speed limit persons expect to drive on county roads in rural areas unless conditions or hazards require reduced speeds. Traffic studies show that simply lowering posted speed limits has little effect on actual speeds. Lowering posted speeds usually only reduces the prevailing speeds by one to two miles per hour and increases the difference in speeds, which is a common cause of crashes. In general, drivers choose their speed based on what they think is safe and reasonable for the conditions present. An unreasonable posted speed gets little consideration from drivers. A variety of factors are considered when determining safe and reasonable speed limits. The prevailing speed is a major consideration in setting speed limits. Engineers recommend setting limits where 86% of the freely flowing traffic travels at or below that speed. (the 85th percentile). Another consideration is the highest safe speed for which the road was designed. This takes into account road type, road geometry and adjacent land use. Other factors include presence of non vehicular road users, driver or vehicle characteristics, enforcement capability , and public attitudes. I suspect a speed study on Wilson Creek Road with the counter placed south of the Game Farm Road end 35 mph speed limit sign will yield an 85th percentile speed well in excess of the posted limit and more aligned with the RCW 46.61.400 (2) (b) maximum limit for county roads. Thank you for your consideration Pat Kelleher 6530 Wilson Creek Road Ellensburg, Wa 98926 The information transmitted by this email is intended only for the person or entity to which it is addressed This email may contain confidential and/or privileged material. If you are not the intended recipient of this message, be aware that any use, review, retransmission, distribution, or reproduction is strictly prohibited. If you received this in error, please contact the sender immediately and delete the material from all devices. message id'. 38eb45916c6dcbdac24bb8719d004al4 Exhibit 2: Speed Study Results Road Number 94126 85°/6 Speeds Road Name Wilson Creek Rd NB MP 0.650 - - -- -- SB Begin Count Date 6/14/202Wednesday ;ee in Time 9:32 End Count Date 6/21i2023!Wednesday .End Time 7:40 i Total Hours 166. Total Days I _ COMBINED TOTAL 10149 Bikes TOTAL / TOTAL DAYS - 1466 Cars &Trailer - _ - — - FACTOR_ 1.08 2 Axle Long Buses ---- -_ _-__ -. - -- 2 Axle 6 Tire doW BINEb TOTALS _ Sio Ie 3 Axle Sin le 4 Axle Average Total 1466 Double < 5 Axle Adjusted ADT Double 5 Axle Double > 6 Axle - % PERCENTAGE Multi <6 Axle & & 6 Axle Multl56 - - - 'Cars, Pickups 8 Trailers i 1064 _ 0.731 Singles 318� _ 0.221 Doubles 78 0.05 Trams_ - - 71 0 TOTAL TRUCKS TOTAL 1468 - 1.00 TRUCK % -- - GROSS ANNUAL TONS: TRUCK ROUTE CLASS: j 49.90 48.15 0.001 2023 WILSON CREEK RD SPEED STUDY N 0 0.1 0.2 A Miles judge FRowEJ tRtl • MP 0.50 TRAFFIC DATA FOR TIOSSEM ROAD Rood Name Re guested Chpnge Speed Study Results petitioner pWV Recommendation MP 050-MP 101 Speed limit increase ADT 1593 at MP 0.55(6/2023) 403 trucks Per day nim Gross Annual Patrick Kelleher WILSON CREEK RD Tons of 1, 156,500 (Ski ".1 mph average $511, perzmtile (JUDGE RONAW RD TO 16 approaches in D.51 miles GAME FARM RD) Five accidents in the last 5 years SPEED LIMIT 02 FFC )Rural Major Collector) 35 MPH DST, 22' — 34' m width. 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M ntle uv nE reFmtlry lne aa.va anCpger nv xv eu lnE lrr mervmenl wexC vnepGnxanrrWktl as may he neuvarV mlbtlmtl xlrxrmmxyanreanvr enRr q.be M14 IfVnaa If.1fir, kSa mp ana 11.w 1. ulvApervamtvuw aue care lh .: Lssx wnenvaperralNnueYuul el revuin kwer apeea br anmvnanae wtlb wnm>mn lllvlrM1a anran,rM lXnrt�pnrLMminnuaripe yr nunYMea v M1ereiMur aurburuetl Jrutlbe mvimw la'Wul>pea>. antl nvperamr>n.11arrvea .- rabMara n apanma.impmlima.. nln.mFr xmaxapwn ar „nnarcr x•ewwn arexh: mRiva mu.a E•r hnm.n napmr •waa: Iq SM1Iv m4> per M1wr an vwle niElr»aya -1rmvwum>peN I'nrh>el lonlr in rnuxatm mvy ne aperM a: aarmm-.tl rn Pt, f I bl E05, <6 bl a10. ena v6.61115 a!P. a'I'alxvnve xan.nv u. —', rrem'I—.. enu; nnh'ra r ru , mmnI m, 0.- ,r „vxe urrEwbe.rapPwal none ..,,ox.+•n.pwwrbrrc.nma,x:..nxrrrr,vamenw-n.na.,.r,n.nr»i einE•..ew...,rre.ne.. apxaw.,,.rtlxnn...im,x>px.a aw�h.n.,,r omxr h.rna .a:.pr....nxra ",rE wrn lxex. mbar. �rrn,En»,y am,a<.nal Kittitas Counry Puciic ROAD NAMi Begm Count Date Gll `/�/- 2 3 t me 9- 3 2- ,A,� cnd Covert DatF� 2-3 Trme / Counter Numner /nVr^ p L _ _ North Arrow Sketch counter tucatinn :danhty tour usa r,.e tunas aua7 anc distance to nearest crossroad or other identitymq point Traflrc Te 6- z i- z3 Jah Posted—_ ___ ROAD NAME WILSON CREEK RD MILEPOST .55 CROSS STREET .03 ml N of Judge Ronald Rd Volume Grand Totals Average Hourly Volumes Site: 94126 Wednesday, 6/14/2023 9:45 AM - Wednesday, 6/21/2023 7:30 AM NORTHBOUND SOUTHBOUND Combined 12:00 AM 3.1 3.4 6.6 1:00 AM 1.7 3.4 5.1 2:00 AM 2.6 2.4 S.0 3:00 AM 1.0 5.4 6.4 4:00 AM 1.1 7.0 8.1 5:00 AM 5.9 15.1 21.0 6:00 AM 15.6 32.4 48.0 7:00 AM 31.3 46.0 77.3 8:00 AM 40.2 59.7 99.8 9:00 AM 41.0 59.5 100.5 10:00 AM 49.3 54.0 103.3 11:00 AM 51.6 56.0 107.6 12:00 PM 57.4 52.4 109.9 1:00 PM 52.7 54.1 106.9 2:00 PM 52.1 42.1 94.3 3:00 PM 57.3 49.6 106.9 4:00 PM 64.9 49.9 114.7 5:00 PM 70.4 49.7 120.1 6:00 PM 49.7 36.0 85.7 7:00 PM 33.7 23.3 57.0 8:00 PM 26.3 20.3 46.6 9:00 PM 19.3 15.1 34.4 10:00 PM 10.9 6.0 16.9 11:00 PM 4.6 2.9 7.4 Average Daily Traffic (ADT) 743.6 745.9 Volume Totals NORTHBOUND SOUTHBOUND 5112 5088 50.1% 49.9% 1489.5 Combined 10200 I w �l0000 000 000moonom a a.+000 00 Q� O O O O O O O O O O O O O O ti 0 0 0 0 0 0 0 0 0 A a a�oo 0000 o pO000.+om000000000 b O w alo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o w y b F V b V war o0000o OOOO rl-. 0.+0.r oQ.r o0000 .+ ww Q o 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 .+ 0 a n� A a� o 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 o ri m0 Mo Q ww m.amoo..m M10m aamb.�..bbMmM aMb m ww a j O O O O O O O �-1 4 '4 N 1 i N N M N N N N ti ti .-1 O O N X m O M p M a O m 0 v v w w o 0 0 0 0 0 0 o p o 0 0 0 0 o p o 0 0 0 0 0 o O 0 w w a c o o 0 o o o o 0 0 0 o 0 0 o o 0 o o 0 0 0 0 o c o < c Q q Q A P y ww o 000000Nrvm bM.,boM.�o 00000p n g ww g 2 a C 0 0 0 C O 0 0 0 G C aJ O C O O G O G 0 0 0 0 0 0 ri P x pi r ¢ C O M m Q M VI < m C S w C l7 O O O n m m r� 'I n g ti ti q M O n C.,vO H O.M Q T 1O w w z wF 000c o.�rviri coriaaari Pirori v en ri ri .:o e o wF N a N N O O O O O M b m O M b n O a Q ti m M i O O M O O M j O O O O O O O O ti O O O O O O O O O O O O O O O b rp m g M M b h b O It rO n N ti Q C g a q O N m n r0 g Q O ti O O o fo Q g n O O O 0 0000000 oo.amo.+o.ana.. ..000p 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0.0 o c M .� N ti "i ul ti M a Q a m VI 1111l1 VI m n Q M N .qa O Q f f Y< a< a a a a a a a< a a a a a u a W a u a n n A 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 o e o o g o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o w T 00 0 N� p o T Lai u u o« m« o o« o N o o« O o m o m o 0 0 0 0 0 olb a b W IO OOM00000000000�+«Oo0oOO OIb b Qu �lo p 0000000000000000000 00010 -P o� b v d d o 0 0 0 0 0 0 0 0 0 0 0 0« o 0 0 0« o o a o 0 b o �O m o _du 00000«Pmrvin «�nbm-.POPm.. �onoo b � V d u o 0 0 0 0 0 o p o 0 0 0 0 0 0 0« o 0 0 o p o 0 Q N O O O O O O O O N N«« M« m M O O O O O O O O D O O O G O O O O O O O O O C G O CI O CI O O O CI b O Q O M P Q N b N P O tp b n O O« Q O Q b O P O O O O« O« M M VI Q b b M n M 1p M O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N o L P« O t0 M n VI M N O P« O g b Q n O O Q m b Q U t « N N N N N N N N N N « s`v Oy Em 0 F v Q.r Qo «a, o P. 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