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'''' ,'" ,", , ,', ' ,.... ,'...', '.,,"',. 'i' ',', " ", .', [ ',' , ,:'<, ..J ,"'," :',:" , :' ',', ':"..,":, .~ NWR RAP Rating Worksheet WAC 136-130-040 Sheet 2 ,of 9 ( TRAFFIC VOLUME (10 Points Max.) Current Est. ADT = Current Est. Truck ADT (if known)_____ Determine Traffic Volume Rating using Table below ADT = Average Weekdav Traffic Volumes TRAFFIC VOLUME RATING, TRAFFIC ACCIDENTS (10 Points Max.) Equivalent Property Damage Only Accidents, Three Year Average Year Property Damage Only Fatal Injury ------------------------------------------ 19 19- 19= Subtotal Factor Xl X6 x25 + + = _ (Total) ~ 3 ~ (Total) (Length in miles) (Eq.AcC. / mile) Determine Accident Rating using Table below TRAFFIC ACCIDENT RATING ACCIDENT AND TRAFFIC RATING TABLE -------------------------------------------- Average ADT Average Truck ADT Equivalent Rating Ace/Mile Points -------------------------------------------- l < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 -------------------------------------------- Note: Use the highest value of ADT or Truck ADT NWR 02/14/116 :~ )- ./ e':;" :;r I \"- A. ROAD GEOMETRies la. Existing Pavement Width (WPE) . ~ Design Pavement Width (WpO) . -22- lb. Existing Shoulder Width (WSE) . --1- Design Shoulder Width (WSO) . --L 1c. [(Wpp - WpE) + (WSO - WSE)) x 2.5 . -12...5..- ' RatIng (max. 20 pts.)...1L5- 2. Horizontal A Ilgnment Good (0-3) Fair (4-7) Poor (8-10) -1L-- 3. Vertical A)lgnment Good (0-3) Fair (4-7) Poor (8-10) --Z---- NWH H/\1' HaLUH! \h)l'J\~lh.I'1 WAC 136-130-040 I'g. 1 0 f Lj GEOMETRIC RATING TOTAL: 27,5 B. TRAFFIC ACCIDENTS *4. Equ!valent Property Damage Only Accidents. Three Year Average Year, 1!ill 1932' -,,' ~ 9'll " SubtoUl -L- --L ~- l~ -rr 4 !.!!..l!!.!:t ~ -0- -D- -L -D- -0- --0- ,--q- -i-w 0 0 Property Damaqe Only Tot iJ 1: -1L- -:- 3 . J.....li. -:- Len 9 t h (m 11 e s)l.L6.8- - ..D.....ll- _.. TRAFFIC ACCIDENT RATING: n C. TRAFFIC VOLUME: **5.,. C;Ur.r.ent Est. AOT: ~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: 5 NOTE: Use Is h~yr r..stirH amage vel'aye a Y Truck Traffic o . 2 0 1 - 50 1 - 5 3 . 4 1 50 - 100 5 - 10 5 . 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 50 - 75 11 - 12 5 750 . 1000 75 - 100 13-14 6 II 1000 . 1250 100 - 125 15 - '16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 ltiO - 200 19 . 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 , ~. P-l RPAOWAY STRueTURAL CONDITIUN: A$phalt or L.B.S,T. (See 0-2 for Port 1 ~nd .... Cement Concrete.) ~ 'rypes v) Of Distress DCI rc~ of Distress :1- .:::: 6. Rutting tl:,r "3 '-j 3 7. RAveJ1ng 2 2 8. Corruoat Ions 9. A lJ Igator 10 6 Cricking 6 t' S 5' 10. Tr,lI1sversll CrAckIng 2 4 0 11. Longitudinal CrAcking 2 ,'r :) 12. '4tchlng 2 :l '1 3 13. flushing 2 :l 2 :l ~ ~ ROADWAY STRUCTURAL CONDITiON RATING TOTAL: 22 z-;:. -- - Ratincs for G.:..~I)Clri(:.ti .lJhl ~\lloUclUl'al COlltlitiun !:-;)Ialllu.~ J'l'\iil,\\"Otl .lll.J adjusted as ~P1JrOprjulC' for' CUll~i::lLl'IICY wilh .l'allnl~ CloiLl.'J'j,\ I.,)' ;1I1 Jlllh.... 'pcndent t:l,JllHUltwlt n..'l.aillLod lJy IIlutual con~nt of all thu (~)UJIt.ll'S III IIII.' rt.c1on, ~",~i< . ," A. ROAD GEOHETRICS ~wlt lkU' HallJl1! \\tln..:--lll','. WAC 136-130-0QO I'g. 1 of 4 la. E~15tlng,Pavement Width (WPE) . ~ Design Pav~ment Width (WI'O)-~ lb. E~lstlng Shoulder Width (WSE) . ~ Design Shoulder Width (W~u) . -5- 1c. [(WpD - WpE) + (WSO - WSE)) · 2.5 . --1.L. Rat Ing (max. 20 pts.)-1D.- 2. HorIzontal Alignment Good (0-3) Fair (4-7 ) Poor (8-10 ) .-L- 3. Vertical A)lgnment Good (0-3) FaIr (4-7) Poor (8-10) 5 GEOMETRIC RATING TOTAL: 33 B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only AccIdents, Three Year Average !.!;!!:. Property Oamaqe Only ~ ~ 1981 1 0 -L 1982 -L -L- J- 1983 -L J- -!L- - Subtotal -ri- -tr -As- 3 5 0 Totah -L -:- 3 . -3.-- -:- Length (mlles).l..11.- . ..l...l.5- TRAFFIC ACCIDENT RATWG: 0 C. TRAFFIC VOLUME; **5. Current Est. ADT: 893 Current Est. Truck ADT (If known); ------- TRAFFIC VOLUME RATING; 5 0-2 0 1 - 50 1-5 3 - 4 1 50 . 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 .. 500 - 750 50 - 75 11-12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 1\ 7 1250 - lSOO 125 - 150 17 - 18 B 1500 - 2000 150 - 200 19 - 20 g 2000 - 2500 2110 - 250 20+ 10 2500+ Over 250 D-l ROADWAY 5THUCTUHAL CONOITIUN: 6. Rutting 1" re ter , " -'J :} .:,; '" ? A5phalt or L.a.S,T. (See 0-2 for 1'0rll,,"u C.II,ellt COII.:r.te,1 Types Of Dls tress De rcc of DIstrc5S 7. R6ve I1ng 8. Corru06t lon$ 9. All1g6tor Cracking 10. Trl1nSver51l Crack lng 11. Long\tudlR6 1 Cracking 12. P.tchlng 13. flUShing B 2 '2 10 6 6 t' 3 2 4 0 r-- 1 ,'r o.j 2 :l :!, n ROADWAY STRUCTURAL CONDITiON RATING TOTAL: 17 RatinllS for GeaneLrics and :;tructural Condition shall W l'L'vh:\\,'J ..,,,,.1 adjusted as appropriate for consist~'IH':Y with fatin\: crit<.!ria lJy :LlI j IIU<:- pendent t..:L...lsultant rctaill0d by mutual 4.~(")nscnt of all the I..'A'JUlIlll'S in lhC: r<-e1on, G(N[HAL HIGHWAY MAP JEFFERSON COUNTY , .. . , .. . WASHINGTON ''''1''. " " " \ .... " " <::> ........-.-.-...... _",..,.10.' :~ " ..p A H ,~ .dl'o' " " \ \ i i ~ i ~~ ,- -.. , .. -< , 0, 0 C' " I <: i i r- i '" i il/, I" -- II i( i! J I i ! ~ -< -0 :I: () :I:> )> (.f) .... :::! r :2 Gl :::0 (j1 ~ l> 0 < ~ ~ ", z c ~ ", (f) ~ fTl ", () (j1 ~ -1 0 Z -~ ~',H lvU,....lC~lllH~ ~'\II'I':--n.-.'1 ',/Ae 136_130-040 P'.lo 1 of 4 ~ ,.. ,." "" .....", ",," "" I . J!L- '" '" ,.. eO'" ",," "" I . JJ- EO. b"'''' '"""" """ ,,,,I . :l-- ,..", ,""I'"' ""', ""I . ~ ". ",., . "" . "" . ",11 . '.' ..:zn.-- . .."" ,.... " .".1 .Jjl... ,. """",,1 "1,,",,1 to., ".11 f'" ".11 "" ".'01 3.- ,. "" \<" ., \g'"'' ,,,, "." f ." \4.11 .'" ".lO I .1-- GEO~ElR1C RAll"G TOTA~; ->>-- ~FF1C ACC10~ 511bWU' J- J- -<< .fr J- total; ~':' 3 -.Jl--':' ~cn9th ~ C. ~flC ~OL~: .... "".., ,... .", ~ ""',' ".. )"" .,) ,If ,""" ------ lRAfflC ~O~u~E RAT1NG~ 5-- 0- Z 0 1 - f>O \ _ !i 3 - , 1 !i0 - 100 !i - 10 r. - 6 2 100 - 2!i0 10 - 2!i 1 - 8 3 2!i0 - !)OO 2!i - !i0 9 - 10 4 500 - 7!i0 !>O - 7!i U-1% I> 7f>0 - 1000 11> - 100 \3 - 14 6 \\ 1000 _ 12!iO 100 - \21> \ 1!'a - l' \\ 1 121>0 - 1500 125 - \50 \ 17 - 18 8 1500 - 2000 11>0 - 200 19 . 20 9 2000 - 2500 21.10 - 2~O '--~ 10 2500. o.er 250 .:'1\'11t IL-U'....ll.al 11lI~ l,.,n,:--' h.-I WAC 136-130-0QO Pg. 1 0 f Lj ROAD GEOMETRies la. Existing Pavement Width (Wp(l - ~ Design Payement Wld~h (WpU) - ~ lb. blstlng Shoulder Wld~h (WSEI - L- Design Shoulder Wjd~h (I/:,u) - ~ 1c. [(WpD _ WPE) .. (WSO - WSE)) . 2.5 . --2.0...-. Rating (",ax. 20 pts.) 2L 2. Horizontal Alignment Goo~ (0-3) Fair (4-7) poor (6-10) ~ 3. VertiCil A,lIgnment Good (0-31 Fair (4-7) poor (B-I01 2-- GEOMETRIC RATING TOTAL; 35 TRAFFIC ACCIDENTS *4. [qulv.lent ,Property Damage Only Accidents. Three Year Average Year Property Damaqe Only ~ Fatal '1981 .-JL .-0- J- 1921 .....-0.- .-0- J- 19l1 -L -<L- J- subtotal -rl- fr ~ , -L -L- 0 - Total; ~-:- 3 - J- -:- Length (mlles)...l..22- --D-- TRAFFIC ACCIDENT RATING: 0 C. TRAFFIC VOLUME: **5. Current E$t. ADT: ~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING; 5 0-2 D 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 _ 25 7 - 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 so - 75 11-12 !i 750 - 1000 15 - lOa 13-14 6 1\ 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 III - 20 9 2000 - 2500 2UO - 250 20+ 10 2500+ Oyer 2SD ....... D-l ROJ.f:~AY SlIlUCTUI(AL COhul Till!.: ; A5ph41t or L.U.S, T. (S~~ 0-2 iilr Purll~",J C~I"~nt Con.:r~t~.) Types Of Distress - ,/J OCI rei! of 01str~sS. P~rccnt02.l co of D1-:.t,...:o;o.. 'C-:-10C 11':':-' " .;:.: 6. Rutting I" re t~r ..:J 2 ..L.1-- " n' ro- 10 8 , 6 (I " 3 1 -4- "\ 0 2 3 -., ~ .{ ? '!. 0 ,/ 18 7. RAve I1ng a. CorrugAtIons II. A JJ IgAtor tl Cnc:k1ng 10. Transverlill 6 Cracking 2 U. LongHudlna 1 CrACk 1n9 to 1/4" .'r U. 'Atchlng ght Moder4te 2 Severe j U. flulillln9 Slight (81;;;1 IIg Moderate (CuurSe Agg. ) 2 Severe S lie.) 2 ROha.AY STRUCTUIlAL COHDIT10ij ~T1HG TOIA~: R&t1n.::> for Geo,,,,tri<.:,S ..,u, su'uctural Comhtion >;hall W I'VIII"""U ,u.U adjusted as awroprillte fur conSistencY wi th filt inll crH~r ia lJy ..,1 j lIue- pendent ",.".;ultant I'''tall'''.! lJy IIIul\la' ,:on""nt of :<11 the.: .'",UlII"'''' lilLI,,, nc10n . ,. ..olJ.<'.:r;"'J.:::E %.- JEFFERSON COUNTY ROAD DESIGN WORKSHEET Date:_j~~~__ Prepared by:___~_______ County Area:__;.?___Checked by:____________ Road Name:__1?~~~~~f~_~JJj~2f__15~~________ Road Number:_~Jj_~07_ Project Title:~~~~~~__~Si~~J~__~~~_~_________________________________ From~r'f~S:~? 0.50 To: M.P. 7, <)7 'Length of Project: C),9 '} (miles) ..5?> 36tJ8 ------- 1(5; /I1,~ ------- //'JrrL~&C7/~-,J 1/)/p,t2{)UE/J!~?t;-------- AWARD TYPE State County Forces ce;ntracy : Total . Phase : Est i mated . . P.E. . If ?'7 MO . . . R/W t2 r=.: 1101) . . . 'Const. . . . . Total fi ~J 7 lin/) . ~deraj) Other. Local Agency Fundino (Federal, ,State) . Percent ObI igation Funds :State. Fed.: Date C~:'\ ,'IrK') n?, ~} /) nn,") R,AP. 'Description of' Existing FacilitYICedisUng design.and'prer.ent':l:mditlon); ',:,Roadway ....idth__Z2~__ Number of L..ne..__.::?~_-" 'Shoulder Width_?'::fr-=..;2.',er,:, .. ,:, " Sur.face .Wi dth__22-~_ Surface Type_~_-Z;. ',... . . .. 'cYrY';;hc.,4TTc~1 /~ /7' -<!v~,L /7/A...J1'\.e c..///"G.7CP/7:<l"JtiE/.!4/"o,? ~i~;:" ~,,,;J , !Ct},oIIW';6- ~i/;.'.;::;"c.e IS. 3.5,/. w,1J,~ G:~~L.,.z.' ""0,',,LDE.e.5: e:....,c.//c//)E', ,.' /).f~DjJ.R"'J;/:>e;s .1e.-!AJirE 1'0;!. "1,41.L,f!~"r€J .:od/u>L 'EvSf'i/l..J'/)d/PR.refi, /!f"7?<x:.' {,,~,,/,,?.e,c.AII /i l), T /5 :::,S-BtJ. ?o5TE:]) -: reFl> 1..5 00 -?I.t. fI. ;1. J~P",J(,- 6'upj ITY /5 ;:e;:,,,,J I .(,o7,t.! ""00)1,;;.,,,,,7: 1/,'81',,;7;.") "INb ;<JO)$tE J "we"- *:.,'''";7..'vc-Tt,'/!./)L C?'/:~)P/7/".J 1,$ ,GCDt; j) r::.'r;!l?"..~_-: f(1-rJ:::,I!.tJ~ C'lAJ "/JI),,,I~ 77;;"""/ 2~-..';:: /[(,0&7.'/ E;r'('r':ei;,/e 41/JI"JT~,u,'''/C€. ->Y 'P/.'r"/I.1lftrE. I ~ 7:/I"e, .kli:'::-)(:';-'''/~:"'' e.!, t:-ol'~~./lDc //AJc-) c/,{,,f.hUe'1- tJ.i~t>::;$ v-:.c<77'nA.J r, - I , J) , r ,-, L""- ;,."':i'l~U(.,)_~/7~1/f.-'J)r-h'>D '-;'-'./,,~)T .,.,toID, /)/'?"r 0 i'" . CC"bb I I, ;1j:;' ~':<l APPENDIX IV-IB-IO DEVIA nON ANALYSIS AGENCY: PROJECT TITLE: PROJECT NO.: I. Posted Speed Limit: 2. Physical Comparison: (a) Standard Geometries , (b) Deviation Geometries (c) Discussion 3. Cost Comparison: (a) Standard (b) Deviation , (c) Discussion 4. Reasons Standard Cannot be Achieved: ,. Certification: I have examined this deviation request and believe It to be in the best public Interest that It be granted. Date City/County Engineer Ila:D:LAG7 ,.... .917 ~" p I ~ ~:g ~88 a ~ ~ ~ ~ a ~ a G " i .. z a f:- 'G .. ~ .. i 0 " 3< 0 I- ! 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SKETCH DESIGN Name: Date: Chc>cked by: (, c, I NTERSECTlON WORKSHEET DATE ?> /3/1/37 >_/I'I,J'f-,C? ( I B....."h \/ t"i? l/11L..u:::'r l2't:>, ROAD NAME LA"i?5cr",1 L I( , l?P, q\.jISb7 ROAD NUMBER sO"3008 b.S\) MILE POST 'L\ ,ole ~31L.\B ENTERING A.D.T. 18 !; 92.'i' ~1.\5' M,E.V. I YR. ,01 ,03 -lODD ' ,?oo CAPACITY 5eO boO So s,..o :,',OAD NAME NUMBER ENTERING A.D.T. M_E,V.I YR, CAPACITY ROADWAY WIDTH A~ ~ U- -k- SURFACE TYPE ~ ~ SURFACE CONDITIONI E~yrogPIFAIR IpOORI Y.P. I DRAINAGE IE19<I190IFAIR IpOORI Y.P. I ILLUMINATION No-;t./E TRAFFIC CONTROL' 'S'T'l:?? ""'&..1 ~ f,M'<- ..AREA DEVELOPMENT t!,E:>'lVeR. v~-:'r ANGLE, STR. :ANGLE. OTliER SO, STR. SO, LT. SO. STOP -L SO. OTHER -L 00, LT. _' 00, STR. PED., STR, CYCLIST fiXED OBJECT ROADWAY WIDTH -2- ~ ~ SURFACE TYPE ~ ~ ..fif::.' SURFACE CONDITION I Ext'!.GOOOIMlpoORI y,p' I DRAINAGE ' I EXC,lGocerhlR IpOORI,y,p' I <;.~ , I NT~TION RATING "2.0 I ACCIDENTS .. SIGHT Dlin: RATIO. ~~.'.i, (.3 ACCIDENT RATE~ WORST' :' SEVERITY ~JU1 WORST O~ vic RATlO..z~ MAX. SPEED GJ,) HI .2..S:,~:S 3'\-.b6 REMARKS AND PROPOSED IMPROVEMEtlTS - ^,,:..,V C' lIJee...... :t::""P ,'2.0 \/ e..AP~"-; ~ R~; "'-< t:oi? ';;ou7'-H BIJu/\JP ~"'I'\-JCUL VMIe..y T'f1o~c... .f-...r?Nhl<l ""'1-<> t.,t4-f? <'GP0 L...w::.f?... RI>. ( INTERSECTION DIAGRAM DATE ROAD NUMBER MILE POST BEAV~ Vf1U (:;'r eD C\'L\ \ S'bi /.",50 ROAD NAME ROAD NUMBER MILE POST &1P~~1 l-(c..., '1?D_ c::::; 0'<, 00 t:., t../,~ SHOW NORTH @ WITH ARROW T ~~~." l1e.~.A- . .' aJl~ r;.,'e. e.\)5 J. e"" . , r r;;rrf;<D ,,,.I h ...\", ,~~1' ~ .t/' ," ~,,' ,.. ...- MOVING VEHICLE ~ REAR END --+ .....- LEFT TURN ~ BACKING VEHICLE ~ SIDESWIPE, . FATAL ACCIDENT '( .--- PEDESTRIAN t+'- RIGHT ANGLE 0 INJURY ACCI Df:NT [2:j PARKED VEHICLE SHOW FOR EACH ACCIDENT ~ HEAD ON I, DATE AND TillE, A, All, P, PM 0 FIXED OBJECT ~ OUT OF CONTROL 2,ROAD SURFACE, IF UNUSUALr ()-f- CYCLIST W.WETI S. SNOW, II, IIUDDY CJ1"''&;'W("fN QU10U10c.n t:J ... Wc....NNN..... is ~ c.n........".OO\ O(/10100Q ~ en '" ~;:J;:J;:J;:J;:J ~ ... ,.. ~~ t:J ... ,.. t:J ... I """'WNNp...) m ~ .........VI.....&;.Q tnOOU10Q ~;:J~;:J;:J;:J ,.. !: '" "" ... '" i ,I i _, ,.. ,', I I ' 1 .1 ..,!,,!.' I _.---'-~~----...._~----~------~.__.,- .:.,;.... JEFFERSON COUNTY DEPARTMENT OF PUBLIC WO~KS PRIORITY PROGRA/'lMING lroRIUlIEEl STATE LOG /I 0,'11 r,.,./ LOG IIILE- b-\ -'bl DATE 11. \D-gC~ ,<,TO LOG IIILE (..""STUDY SEt, LENGTH (".'.:: IDFNTIFlrATION ROAD NAIIE ell;", 'F '" ' ;.r ROAO /I CZ'\SSIF I CATION ARTERIAL PRIMARY (DUICHl IB-22-B, 60 Ml'lll. . . . . . . . . . . . . . . . . . . . . . . . ARTERIAL SECONDARY (C&UCth Und.r "OU AhT' J-U-1, 011.1' .00 ADTl 6-;U-6, $0 M"HI . . . . ARTERIAL COLLECTOR IDl:$lCNI )-;U-), to !IoO MI'H JI\u'd, ." M\OK 1I.,id.nU.lI . . . . . . ACCESS LOCAL CDUIQh l-lO-', 15 MPH JI"Ull lS "'PH flu.d."tl.U. . . . . . . . . . . . TERRAIN I , \11'1 RURAL rn..... RESIDENTIAL 0 SURFACE TYPE SHOULDER-SURFACE -SHOULDER ., - Z'2. -'-I :2- , ..' -?--- A<. Ac. A-<- ~ CU."'... ""~.TOTAL SERYICE AA"NO I..EX ~ SFRVlrF RATING .....IL ~ @alOtOOL BUS@J . tWl~ CONDITION RATING SURFACF c9 tt /",h ACTUAL .fi ,_ AI;'I'\lAL ICl"UAL r- a.C: nO) L.a.I.T. (",-% CIVoVEL I)) .I SUUACE "10TH ~ .. . SltOUt.DEIIl WI011t .::r:::::-. SArK SPEtO _D T' " ;7 \ - OHE SIOI: - - 'J RIDING QUAL'TY QUALITY he.U.at DESCIIlIPTlOtl 01' DUIC:lEHCIES POsslau: TO .....INTAJIl SAFE SPEED (;Dgd SUqht "lbr.tiOn .nd ""i.. r...... Mod.....t. wlbl'.Uon .. ",,1.., .lnor ....." 0.. 'O\I.nC. COn.ld....tll. ....." 0.. )ot,lne" 1IIIOC1....t. .t......1.nt .ffort. E.e..,.... ._" 0" )OIIn1:.' ..c..uv. .t.."l""i1 .IIOrtl or Nurdoll' ero.m wh.n le Y.. y~. v..." POOl' NOTII MllMUM It.tl fO.. UM$UflI'ACtD MOAD h 2 lMS If ADT 1. ruur than 2' "".hlel.. I' d. . (' flURAl QUALITY tONDITIDN ....n... .... OUCU"IOtl OT cUICltHeIP Dln,... ~turn' on 1... tMn ,\ of ..ction bnqt.h. ,... Pltch.s DlIu... p4tU..II' on ,\ to 2h of ..cc.lon ls",tl\. AII.uq. _lnurwuu:s .ftort. bllt. not ",n.C'CI~1c.l. Ill.u... p,n,t.rll' 011 .or. It,." :1'\ of ..ct.1,", l.nqt.h. a:.c...lv. _1nt..~nc.. <<.'tlf'" til...'.... 5.11.1'. h.alllllll, "Ull"" or lJr..II,"p. ........nt. r.con.t.rye. tloll 011 &"..... .nt N,IS, r.h v..." Poo,. NQTII IMI..... .ho..ld.r q...ht" I." .1I.1".uon. DRAINAGE QUAL'TY I.ed"'" DUClllPT10H or OUICltJllC'U;S .... COOlI A h"" _lnor .plt owuUow ..robl.... r.ll .~r~~...:.:~~It:~:~.:~or.:~.:.;..~:I~n~l of ,1r:::II~ ~;~. cn.ronal ero,,-Slnlon and t'r.~II.nt o...rll_ ..nd u.Uic .toW.q.. In -.odvUU n.onn, v.,,, poolt OoI...n_ .nd u.,Uc stO..,II.q.. C.nnDt ace_dolU ,..,,-off of aUII .hlilht no.... I Inchtda ..tallt (I' C""-lIn.' .tau"" .I.d .Iopw ...gilDn In .....lu.'.oll. TOTAL CONDITION RATING PRIORITY RATING ( O.JOIlOJ-co..DITIOtl .....TIN(;I.IU..vl~[ .....TIlC.,f,(II'U'. . . . , ROWUCS 0{ J . '\ ~: , ; . '7)/,7, I': f'c.t?1:: ,6d,., Y,7"~':I.,,. ,g '/.. 1,<1\ '-\l6 . . . . RATI",4-3 1... ,. 1. .-iP .....T1......m AATI 01 TS ,. , @ 7P .....T1... fC)' ""'TIMe POUlTS 1 . .' ~ .....T1...~ ~9b ..L!..L-4P;- ~,?~ ( .I ,.,. ~.". ,".. Mil~ Post: No. Road NaI!I! CoUley !load lb. Je~{t:rsW1 C::n:"':;'7 Depal't;l.e L; or H:i.r,;lwaya .I , / ,I , '1 '1 t C;o-/ ' "0' ~--:::. Time Counter Dai4' Date or day Readin 'l'$arnc Com. utations If. ?;l-U- :.:-e-- --t.r- 2(.., ~ c;- (3;2..- 533 HIQIIIIAY ~LANlIINQ ~URVEY TRAFFIO COUlrr {,q State 1DK Nunber ~Av e'=':L \J A-v...c'{ R-D Operator AVlIrace Day Average Week (0,>) ,...:.:~ Mile PlDSt No. Read Nar.E Com ty 1\laaci No. Je~{t:r.l?wl C8\:'.:1:.7 Depal't:\.e(,~ or Hir,;ulaya HIGHVIAY PLANlIING SURVEY . I' TRAFFIC COUl!r q, b'B State lAc: Nl.IllIoer ,I p.rz. I / '1 "i \ 9.)'7 ' Reading Time Countllr Dai.J.y No. Date or day Readin T$a:f:fic Com' utations LJ,.. 2.1-~~ '1:"if> 000 00t:> "Z- 'i.n-B/', ~:'\B <-$'<.'1.- '2-~"L <.. 3 <}, Z3 - ~,(~ '1:";8 9Y...,'3 2S41 l 13e.~Jc.""'Y":"" \,',~.'-L..-u'-I ',2.-r::;:j eperator Average Day: Avarage Week z..9 '2>'1. \f .. W 0- ::> o 0: ..J ~ .. .. ::> '" ..J o " ~ ~ ~ IN::~f6\lln DOT =~ersl6'4~il, REMARKS, .~ u'.,',',','..,',,',',',',. .,'..,.,.I',.'.,~,.~~'u,.".,.....,., .......,....",.....,.......,..,....,........ , I ,u,uuuu/uu ,u, ".J5"Zu'u'uuuE...uu, ,....u'uuu(~) u,u .1.., I . ,u''''>;'1 :''2:.0 'uu"", u.u,." 1'1- !>fOIVU'i ~t1<-~""j';~ ~ ..... ---i -- r;;~-G; 0,00 "9?,/~O ~b, (f) I": '::l tl... 9'1;,1:5"0 c.eN7'ef!. .. .. ~ ..J U z Chl.f ~\( Au,,_Co.Aut,_Co.<.JL w z 0 a:: .. ~ i= w ,.. :l: '" w I :l: 0- 0- ~ 0- '" 0: U ::E 0 :E w 0 ::> u: ~ s...-1-Twp,c8 N, R,.. U!:!... r' . I - "":s ::> u ;- .. Z Date ., i z ~ 0 t;i ;;; 0 .. .. j ~ 0: ~ ~ ii: .. ~ 0 c 0 I ~ :E 0: U 0: Sh..t , 0' FA. 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'" /:: /3 ~~-:?' ,,??:: '? 9 tJ / (from prospectus) six Year T.I.P. Priority No.:____ Project Name: Project No.: WORKSHEET RECAP possible Points Scored Points TRAFFIC VOLUME ~O TRAFFIC ACCIDENTS ~O ( STRUCTURAL (Rate only one ~ype) Asphalt or L.B.S.T. Portland Cement Concrete Gravel or Earth Visual Rating 10 Roadrater Rating 30 Subtotal 40 GEOMETRICS Width 20 Horizontal Alignment ~o Vertical Alignment 10 Subtotal 40 SPECIAL Major Collector (07) 5 TOTAL NWR RAP WORKSHEET RATING 105 -L --Z-:- 5" 12- .....!.2.- -.::l.- ----L- ~ ~ ~ .....::iZ- Note: Points for Visual Ratina portion of the STRUCTURAL RATING will be assigned by the RAP Engineer. c NWR 02/13/86 Page 8 of 38 \, . ~ RAP Rating Worksheet ~ 136-130-040 , Sheet 2 of 9 ( TRAFFIC VOLUME (10 Points Max.) Current Est. ADT = /~/?/ Current Est. Truck ADT (if known) I~O Determine Traffic Volume Rating using Table below ADT - Average Weekdav Traffic Volumes TRAFFIC VOLUME RATING ~ TRAFFIC ACCIDENTS (10 Points Max.) Equivalent Property Damage Only Accidents. Three Year Average Property Damage Only Year Injury Fatal ~;~~--------;-------------;;----------~:- 19E 0 0 -z;- 19....a:z.....:L- ::2. 0 Subtotal Factor Xl X6 X25 --L. 11'2 + + ~ - I~ (Total) (, 17" (Total) "/9 (Eq.Acc. / mile) 't' 3 't' 0,"'<;< (Length in miles) Determine Accident Rating using Table below TRAFFIC ACCIDENT RATING ~ ACCIDENT AND TRAFFIC RATING TABLE -------------------------------------------- Average ADT Average Truck ADT Equivalent Rating Acc/Hile Points -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 -------------------------------------------- Note: Use the highest value of ADT or Truck ADT NWR 02/13/86 Page 9 of 38 . ~RAP Rating Worksheet WAC 136-130-040 Sheet 7 of 9 ROADWAY STRUCTURAL CONDITION (Continued) ( p) Connect the value for the SINGLE-AXLE LOAD LIMIT on line E with the PIVOT POINT on line B and extend the connecting line to line A 6) Determine the INITIAL TRAFFIC NUMBER (ITN) where extended line E-B ,intersects line A FIGURE :UI-l TRAFFIC ANALYSIS CHART (For Determining the Value of the INITIAL TRAFFIC NUMBER) A B 10,000 1,000 1,000 4,000 D 1,000 C IS 1,000 10,000 i 1,000 .,; S,OOO ~ E 1,000 ~ II to 100 3.ll00 10 ~ 100 2,000 on .,; 400 1,000 tl ~ ( ~ ::> 100 700 = ~., SOD E! ~ .. lOO ~ i ~ 3llO ::>- =f. :z: ~- :::I lOll ?; ." ~ 100 .... (, ~~ 10 ~ 20 u 10 0 !i: ~i > 100 ~ 0 g 10 E :z: .. " 70 ~f ~ ~ 40 so ~ 21 - . i I 10 30 ~~ ~ ~ ~~ 10 ~e ~ 10 ~ 10 i;\ U 22 " . 11 ~ b 10 7 2J,4 . S ~ SO C E i I EXAM1~E CD 2 10 ~ . lTN wallie may '.qulf. corr.ction _he,. Ih. lor 0' automobll.. ood Hghllnd. I~ ,.Io,Iv.1y high, C NWR 02/13/86 Page 14 of 38 . ( TRAFFIC VOLUME (10 Points Max.l Current Est. ADT = 3~9~ current Est. Truck ADT (if known)>~S2? ~RAP Rating Worksheet w~ 136-130-040 , Sheet 2 of 9 Determine Traffic Volume Rating using Table below ADT - Average Weekdav Traffic Volumes TRAFFIC ACCIDENTS (10 Points Max.l TRAFFIC VOLUME RATING ~ Year Equivalent Property Damage Only Accidents, Three Year Average Property Damage Only Fatal Injury 'i? -:?' ,", ------------------------------------------ -~- I 19 "ire. 19.1tZ:. 191'('1f" Subtotal Factor /18 Xl <. /a l' 3 l' / (Length in miles) s~ (Total) t. X6 + St: "/,.(? (Eq.Acc. / mile) --..t:L x25 + ~ - ~ (Total) Determine Accident Rating using Table below TRAFFIC ACCIDENT RATING ~ Average ADT ACCIDENT AND TRAFFIC RATING TABLE Average Truck ADT Equivalent Rating Ace/Mile Points -------------------------------------------- -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 ~. NWR 02/13/86 -------------------------------------------- Page 9 of 38 Note: Use the highest value of AnT or Truck ADT . ~ RAP Rating Worksheet WAC 136-130-040 Sheet 7 of 9 ( ROADWAY STRUCTURAL CONDITION (Continued) 6) Connect the value for the SINGLE-AXLE LOAD LIMIT on I.ine E with the PIVOT POINT on line B and extend the connecting I.ine to line A Determine the INITIAL TRAFFIC NUMBER (ITN) where extended I.ine E-B ,intersects line A ~) FIGURE III-I. TRAFFIC ANALYSIS CHART (For Determining the Value of the INITIAL TRAFFIC NUMBER) A B 10,000 ..000 .IT)/=:- z..~O ',000 4,000 D 2,000 C IS 1,000 10.000 ~ 1,000 ; 5,000 E 1,000 ~ II ~ 100 2.000 20 600 2,000 on '" ;;i 400 1,000 u (, t iil 200 100 .... ~u "'- SOD ~ 5 ~ u 2DO ~ ~ i ~ lOG :::l- l!!f. :z: ~- ::l 2DO ~~ ~ 100 0 <, 20 010 u 10 00( c Ii: 00( II: > 100 ~o 9 ~ ~ 6G E: :z:~ Cl 10 ~f ~ ~ 40 so ~ II u . ~ I ~C ~ 3D 20 ~~ ~ 20 ~e ~ 4Cl Ii 10 WI U n A . II D 10 I ~ U,4 I 5 ~ so c ~ 2 EXAMP~E 2 ~ 6G . ITN wollH mar r.qui,. co".ction ..h.,. the lOT of al.ltomobU.. ood lighl'tv<h I~ ..Io'I....1y high, c NWR 02/13/86 Page 14 of 38 . ~ RAP Rating Worksheet WAC 136-130-040 Sheet 2 of 9 ( TRAFFIC VOLUME (10 Points Max.) Current Est. ADT ~:J.:t:2:L current Est. Truck ADT (if known) >RS'c) Determine Traffic Volume Rating using Table below ADT - Average Weekdav Traffic Volumes TRAFFIC VOLUME RATING -1I2- TRAFFIC ACCIDENTS (10 Points Max.) Equivalent Property Damage Only Accidents, Three Year Average Property Damage Only Year Injury Fatal ------------------------------------------ 19 1: c. 19.t.aZ 19 aB.. Subtotal Factor -B- .....22 ...- ,5- J t.. X6 --.L2... x25 .LfL xl ( ..L8-. .,. 3.,. '/ (Length in miles) + ~ - ~~ (Total) Determine Accident Rating using Table below ."y (Total) + ~ " /B (Eq.ACC. / mile) TRAFFIC ACCIDENT RATING 8, ACCIDENT AND TRAFFIC RATING TABLE ---------------~---------------------------- Average ADT Average Truck ADT Equivalent Rating Acc/Mile Points -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 ,7 1500-2000 150-200 17-18 "8 ' 2000-2500 200-250 19-20 9 >2500 >250 >20, 10 -------------------------------------------- Note: Use the highest value of ADT or Truck ADT \.. NWR 02/13/86 Page 9 of 38 . ~ RAP Rating Worksheet WAC 136-nO-040 Sheet 7 of 9 ( ROADWAY STRUCTURAL CONDITION (Continuedl ;;) Connect the value for the SINGLE-AXLE LOAD LIMIT on line E with the PIVOT POINT on line B and extend the connecting line to line A 6) Determine the INITIAL TRAFFIC NUMBER (ITN) where extended line E-B ,intersects line A FIGURE 111-1 TRAFFIC ANALYSIS CHART (For Determining the Value of the INITIAL TRAFFIC NUMBER) A B 10.000 :z 7/>/:::. 2...CJ 0 1,000 ',000 4,000 D 3,000 C IS 2,000 10,000 ! 1,000 on 5,000 ~ E 1,000 ~ II !: 100 3,ll1lO 20 ; 100 2,000 ~ on 100 1,llllO u ~ ( t ~ ~., 300 100 ... SOIl :] ~ .. 200 UD ..: i z ]OIl ::>- ~ r:!f. '" ~- ::> 200 d ~ 100 0 <. ]ll '" 20 U III ~ c !i: 9 ~ ~ > 100 W D ~ IE: x ~ C) 10 ~f ~ ~ 40 14 ~ 21 ~ i :10 30 :;..( ~ ~ ~~ 20 ~e :s 40 !i 10 ii\ " U A I II ~ 0 10 1 U,4 I 5 ~ so ~ I EXAMP~E 2 ~ ~ . ITN ",alve May ,.qui,. lou.ctio" .t..,. th. lOT 0' automobll.. aod Hgh..ruc:h I~ ..Io''''.1y high, \. NWR 02/13/96 Page 14 of 39 ( TRAFFIC VOLUME (10 Points Max.) ~ RAP Rating Worksheet W~ 136-130~040 , Sheet 2 of 9 Current Est. ADT = 693 CUrrent Est. Truck ADT (if known) BO' Determine Traffic Volume Rating using Table below ADT - Average Weekday Traffic Volumes TRAFFIC ACCIDENTS (10 Points Max.) TRAFFIC VOLUME RATING ~ Year Equivalent Property Damage Only Accidents, Three Year Average Property Damage Only Injury Fatal ------------------------------------------ 198'" 19 Zy 19 -;rZ' Subtotal Factor ( ---2- ---2...- -L- I Xl ---L I to 3 to (') .S-I (Total) (Length in miles) X6 X25 + -!L ~ (Total) o + tJ, ~.s- (Eq.Acc. / mile) Determine Accident Rating using Table below TRAFFIC ACCIDENT RATING ~ Average ADT ACCIDENT AND TRAFFIC RATING TABLE Equivalent Rating Ace/Mile Points -------------------------------------------- Average Truck ADT -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 \. NWR 02/13/86 -------------------------------------------- Page 9 of 39 Note: Use the highest value of ADT or Truck AOT . RAP Rating Worksheet WAC 136-130-040 Sheet 7 of 9 ( ROADWAY STRUCTURAL CONDITION (Continuedl ;;) Connect the value 'for the SINGLE-AXLE LOAD LIMIT on line E with the PIVOT POINT on line B and extend the connecting line to line A 6) Determine the INITIAL TRAFFIC NUMBER (ITN) where extended line E-B . intersects line A FIGURE III-l I TRAFFIC ANALYSIS CHART (For Determining the Value of the INITIAL TRAFFIC NUMBER) A B 10,000 1,000 ~,ooo 4,000 D 1,000 C U 1,000 10.000 ~ 1,000 on S.OOO ~ E 1.000 ~ II t: '00 3.000 20 ; 100 7,000 on '" on 400 1.000 u ~ ( ~ ~ ~ I. 100 700 ... SOD 8i ~ w 200 =>- ~ ~ i 2! 300 ~ :i. :<: ~- ::l 200 ~~ a 100 0 <{ 20 ~ 10 u '" c 0: .0 > 100 ~o !i: 9 a ~ ~ E '" . Cl 70 ~f ~ ~ 40 so ~ 11 - . :5 . 34 30 ~'" 8 ~ ~~ ~ I 20 2!e 3 oIG ~ 10 VI U n A . II 7 ~ 0 10 7U I S ~ so C E ~ 3 fXAMP~E CD 7 ~ 'lI . ITN ~QllH may ,.qui,. cOflution _he,. the lor 0' automobll.. and Iigh"ruck. I~ ..Io,IY.1y high. l NWR 02/13/86 Page 14 ot 38 ~RAP Rating Worksheet WAC 136-130-040 Sheet 9 of 9 ( GEOMETRICS (40 Points Max.) The Geometric Rating shall be reviewed and adjusted as appropriate for consistency with rating criteria by an .independent consultant retained by mutual consent of all the counties in the region. PAVEMENT WIDTH Existing Pavement Width (WpE)a ~ Design Pavement Width (WpO) ~ SHOULDER WIDTH Existing Shoulder Width (WSE)- -----6- Design Shoulder width (WSO) ~ WIDTH RATING (20 Points Max.) C(WpO - WpE) + (WSO - WSE)] x 2.5 - ~ - Rating ...LL ALIGNMENT RATING (20 Points Max.) Horizontal Alignment Good (0-3) 0 /.--.- ) ---L Fair ,(4-.?J Poor (8-J.0) Fair U Poor (8-J.0) --L Vertical Alignment Good (0-3) I SPECIAL RATING (5 Points Max.) It the project is on a Major Collector (07) add 5 points TOTAL GEOMETRIC RATING ...6..Z. It the project is n2t on a Major COllector add 0 points SPECIAL RATING ~ ( NWR 02/13/86 Page 16 ot 38 - .. '. A-. 1984 INDEPENDENT REPLACEMENT COSTS PER MILE STATEWIDE STUDY November 1. 1983 Cate90ry 1 R-09-G(26) Local Sys tern $ 118.860 -.;.$ 150~DC"o Cate90ry 2 R-09-il(30) Local S~stem $ 160.200 Category 3 R-09-:A(34) Local System $235.460 Cate90ry 4 R-D8-B(34) 'Minor Collector /$ 181.490 Cate90ry 5 R-08-A(~b),A?~r~~11~ctor $272.970~ Cate90ry 6 R-07-B(4Q) Major Collector $232.740 \ Cat~gory 7 'R-07-A(46)~J~r=C~~lector $305~060 .JC"ff Category 8 U-19-B(30) Local Sys tem $ 226.292 Category 9 U-19-A(36) Local System $ 306.074 Category 10 U-17-B(34) Collector $ 402.042 Category 11 U-17-A(44) Collector $ 512.842 - 40' 101m" Category 12 U-16-B(40) Hinor Arterial $471.442 Category 13' U-16-A(60) Minor Arterial $ 778.451 Category 14 U-15-B(60) Principal Arterial $ 694.232 Category '15 U-15-A(60) Principal Arterial $ 939.292 C> '" C> '" C> C> C> C> ~ '" ~ .. .. - - ~ ~ ~ - ~ u i m 0 ~ ~ u 0- '" ~ 0- U ~ ., C> ~ ~ ~ ... ~ I ~ ... ~ MMMM'a4: 00000 ~cnClO""'CD _._ca_ h '" ~ h <> '" - .. 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"II oW" '" "'.., oW" =-~a..""a..a..a."" + + + ~ '" '" -= .. M C m 0. ~ ~ c m .. .. ~ ... .. o .... m C M :;-g :::... ~ t U-'M g'~ g - 0'" 'D '" C "" ~."., ::~~ ., ..-- ~~'g ..'" ... ....c", " u '" - ... ." .c m .. 0 ~ m .!t~J o ~ u .. 0 C Q, ... - + : . . NORTHWEST REGION CONDITION RATINGS COUNTY ROAD SURFACE VISUAL HORZ. VERT. NAME TYPE RATING ALIGN. ALIGN. (10 pts) (10 pts) (10 pts) --------------------------------------------------------------------------- Clallam Gunn ACP 4.75 1 1 Clallam Marine Dr. ACP 5.75 1 8 Clallam Quillayute ACP 2.00 8 5 Island Bush Point/Honeymoon Bay ACP 2.00 Island East Harbor ACP 2.00 Island Glendale ACP 5.75 Island Libbey ACP 4.50 Island Lone Lake/Andreason ACP 6.75 Island Oak Harbor ACP 3.00 Island Penn Cove ACP 4.00 Jefferson Point Whitney ACP/Gr. ~:2S;tJtJ J.O 8 Jefferson Rhody Dr. ACP 7.00 1 1 Kitsap Glenwood SW ACP 5.25 8 8 San Juan Cattle Point ACP 5.75 4 7 San Juan Ferry ACP 4.50 8 8 San Juan Horseshoe Hwy. ACP 4.00 8 5 San Juan Roche Harbor ACP 6.00 7 2 Skagit Beaver Marsh Conc 6.75 1 1 Skagit Lake Cavanaugh ACP 6.25 9 8 Skagit Little Mountain ACP 6.00 7 5 Whatcom Birch Bay - Lynden ACP 6.75 1 5 Whatcom Delta Line Conc 7.75 1 4 Whatcom East smith ACP 7.50 1 8 Whatcom Enterprise ACP 4.25 ,1 3 Whatcom Hannegan (to POlinder) ACP 7.00 1 1 Whatcom Hannegan (to Van Dyk) ACP 5.50 1 4 Whatcom Haynie (to Delta Line) Cone 6.50 1 3 Whatcom Haynie (to Valley View) Conc 8.00 1 5 Whatcom Nugent (to Blizzard) ACP 2.25 5 1 Whatcom Nugent (to Hill top) ACP 2.00 6 6 Whatcom Pole ACP 7.50 7 1 Whatcom Sunrise Cone 8.00 1 1 . ~RAP Rating Worksheet WAC 136-130-040 Sheet 2 ot 9 TRAFFIC VOLUME (10 Points Max.l ') Current Est. ADT ~ _____ CUrrent Est. Truck ADT (if known)_____ Determine Traffic Volume Rating using Table below ADT - Average Weekdav Traffic Volumes TRAFFIC VOLUME RATING TRAFFIC ACCIDENTS (10 Points Max.l Equivalent Property Damage Only Accidents, Three Year Average Property Damage Only Year Injury Fatal 19 19- 19= Subtotal Factor Xl X6 x25 + + (Total) ..) l' 3 l' Determine Accident Rating (Total) (Length (Eq.Acc. using Table below in miles) / mile) TRAFFIC ACCIDENT RATING ACCIDENT AND TRAFFIC RATING TABLE -------------------------------------------- Average ADT Average Truck ADT Equivalent Rating Acc/Mile Points -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 -------------------------------------------- Note: Use the highest value ot ADT or Truck ADT . , NWR 02/13/86 ,...} Page 9 ot 38 . ~P Rating Worksheet WAC 136-130-040 Sheet 6 of 9 ROADWAY STRUCTURAL CONDITION - (Continuedl ':) ,ROADRATER RATING (30 Points Max.) For counties which do not have an actual truck count available the follow- ing rating procedure, taken from the Asphalt Institute Manual Series No. 17 (MS-17), shall be used. If a county wishes to develop the INITIAL TRAFFIC NUMBER (ITN) by an actual truck count, please follow the procedure provided in the MS-17 Manual. DEFINITION OF TERMS ~ , ! AVERAGE RURAL AREA is de tined as to market hauling. URBANIZED RURAL AREA is defined as primarily residential with emphasis on light traffic with 20'1; or less of the area in agriculture, timber, or industrial use. primarily agricultura1 area with farm HEAVY RURAL AREA is defined as primarily timbered or industrial use with heavy hauling. PROCEDURE 1) Determine the NUMBER OF HEAVY TRUCKS (NHT) NHT - ADT x (A/100) x B, ) where A- Percentage ot heavy trucks in design lane A-50 for a two lane road A - 45 for a tour lane road, and B - Percent of heavy trucks in traftic stream B 0.08 in Urbanized Rural Area B a 0,,14 in Average Rural Area B a 0.16 in Heavy Rural Area, and Locate NHT on line c, Figure III-l 2) Determirie the GROSS MASS OF HEAVY TRUCKS (GMHT) GMHT - 25k in Urbanized Rural Area - 30k in Average Rural Area - 40k in Heavy Rural Area Locate GMHT on line 0, Figure III-l 3) Connect the values on lines C and 0 with a straight line, extend line C-D to intersect line B to establish the PIVOT.POINT 4) Determine the SINGLE-AXLE LOAD LIMIT for line E, Figure III-l Use 18,000 lbs. for all applications Locate the value ot 18,000 lbB. on line E ~ NWR 02/13/86 Page 13 ot 38 . ~p Rating Worksheet WAC 136-1.30-040 Sheet 7 of 9 ROADWAY STRUCTURAL CONDITION (Continuedl I ":'''' \ I ... 5) Connect the value for the SINGLE-AXLE LOAD LIMIT on line E with the PIVOT POINT on line B and extend the connecting line to line A 6) Determine the INITIAL TRAFFIC NUMBER (ITN) where extended line E-B ,intersects line A FIGURE III-l ! TRAFFIC ANALYSIS CHART (For Determining the Value of the INITIAL TRAFFIC NUMBER) A- S 10,000 ',000 ',000 4,000 D 3,000 C IS 1,000 10,000 ~ 1,000 on S,OOO ~ E 1,000 ~ .. !: .00 3.000 20 !1 100 7,000 on on 400 1,000 ~ ~ ') ~ :> lDO 700 = ~ I' 1OO 81 ~ w 200 .... i z 340 :>- ~ ~:i. :<: 2!_ ::l ~ ~';;; a 100 0 :1 ,~ <~ 20 ~ 70 u 10 !i: 0: > 100 ~ 0 g a i ~ E '" . Cl 70 ~e ~ ~ 40 so _ r 71 i I 34 30 ~'" 8 ~ ~~ oIG ~ 20 ~e 3 10 ill U 13 A . .. ~ 0 10 7 U,4 I S ~ so ~ 5 3 4 7 g J 'lI 7 . !TN .QI~ "'01 '.q",j,. (o".dio" .~,. 'h. lOT 01 G",tomobU.. and Ilgh..ruck. I~ ...Io,IY.1y high, 'NWR 02/13/86 ) Page 14 ot 38 . . NORTHWEST REGION CONDITION RATINGS COUNTY ROAD SURFACE VISUAL HORZ. VERT; NAME TYPE RATING ALIGN. ALIGN. (10 pts) (~O pts) (10 pts) --------------------------------------------------------------------------- Clallam Gunn ACP 4.75 1 1 Clallam Marine Dr. ACP 5.75 ~ 8 Clallam Quillayute ACP 2.00 8 5 Island Bush Point/Honeymoon Bay ACP 2.00 Island East Harbor ACP 2.00 Island Glendale ACP 5.75 Island Libbey ACP 4.50 Island Lone Lake/Andreason ACP 6.75 Island Oak Harbor ACP 3.00 IsJ.and Penn Cove ACP 4.00 Jefferson Point Whitney ACP/Gr. 6.25 10 8 Jefferson Rhody Dr. ACP 7.00 ~ 1 Kitsap Glenwood SW ACP 5.25 8 8 San Juan Cattle Point ACP 5.75 4 7 San Juan Ferry ACP 4.50 8 8 San Juan Horseshoe Hwy. ACP 4.00 8 5 San Juan Roche Harbor ACP 6.00 7 2 Skagit Beaver Marsh Cone 6.75 1 1 skagit Lake Cavanaugh ACP 6.25 9 8 Skagit Little Mountain ACP 6.00 7 5 Whatcom Bireh Bay - Lynden ACP 6.75 J. 5 Whateom Delta Line Cone 7.75 1 4 Whatcom East smith ACP 7.50 ~ 8 Whatcom Enterprise ACP 4.25 .J. 3 Whatcom Hannegan (to polinder) ACP 7.00 ~ 1 Whatcom Hannegan (to Van Dyk) ACP 5.50 1 4 Whatcom Haynie (to Delta Line) Cone 6.50 ~ 3 Whatcom Haynie (to Valley View) Cone 8.00 ~ 5 Whatcom Nugent (to Blizzard) ACP 2.25 5 1 Whatcom Nugent (to Hilltop) ACP 2.00 6 6 Whatcom Pole ACP 7.50 7 1 Whatcom Sunrise Cone 8.00 1 1 . ~ RAP Rating Worksheet ~ 136-130-040 , Sheet 2 ot 9 TRAFFIC VOLUME (10 Points Max.) ') CUrrent Est. ADT - ~ CUrrent Est. Truck ADT (if known)_ Determine Traffic Volume Rating using Table below ADT - Average Weekday Traffic Volumes TRAFFIC VOLUME RATING 2- TRAFFIC ACCIDENTS (10 Points Max.) Equivalent Property Damage Only Accidents, Three Year Average Property Damage only Year Injury Fatal ------------------------------------------ 19~ 19.1l.:L 19.1l.3... Subtotal Factor ~ =.!l.::-- ::.!k...- o Xl -0- 1 ..::.!l.=.... ] X6 -0- .:0:- -0- o X25 ) .iL. + -E- + -2- - 6 (Total) h .,. 3 .,. 1 OEi (Total) (Length 'in miles) 1 89 (Eq.Acc. / mile) Determine Accident Rating using Table below TRAFFIC ACCIDENT RATING ~ ACCIDENT AND TRAFFIC RATING TABLE -------------------------------------------- Average ACT Average Truck ADT Equivalent Rating Acc/Mile Points -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 -------------------------------------------- Note: Use the higheet value ot ADT or Truck ADT , ..J NWR 02/13/86 Page 9 ot 38 . . CURRENT RAP PROJECT LIST NORTHWEST REGIOII 1983/85 AND 1985/87 PROJECTS RATA Funds Payments Length Status County Road Name Allocated Hade (M! Ie.) COMPLETED CLALLAM R [VER ROAD 188,800 114,465,40 0:50 CLALLAM HOKO-DZETTE ROAD Z31. 200 231,200.00 0.30 CLALLAM CARLSBORG ROAD 145,000 145,000.00 0.80 ISLAND CROSBY ROAD 250,000 250,000,00 1.38 ISLAND CLOVER VALLEY ROAO 102,000 102,000.00 0.71 KITSAP LAKE FLORA ROAD, SEC, 250,000 250,000.00 1.81 KIT5AP LAKE FLORA ROAO, SEC. 250,000 250,000,00 LBO KITSAP W. GOLO CREEK ROAD 250,000 250,000,00 1.70 SAIl JUAN BEAVERTON VALLEY ROAD 134,626 79,541.37 0.71 SAIl JUAN ROCHE HARBOR RD 1 240,000 240,000.00 2,27 SAN JUAN ROCHE HARBOR RO 2 176,000 176,000.00 1.32 SKAGIT LITTLE MOUNTAIN ROAO 184,000 131,556.3B 0,45 COMPLETEO TOTAL 2,381,626 2.219,763.15 13.75 PLANNING (No Payments Made) JEFFERSON HASTINGS AVENUE WEST 154,600 .00 1.71 JEFFERSON UPPER HOH ROAO 220,400 ,00 1. 72 SAN JUAN ROCHE HARBOR RO 3 199,000 ,00 2.70 WHA TCOM GULF ROAD (PT. ROBERTS) 225,000 ,00 0.65 WHA TCOM HAYNIE ROAD 150,000 ,00 1.50 PLANNING TOTAL 949,000 ,00 8,28 GRAND TOTAL 3,330,626 2,219,763,15 22.03 . APPROVED NORTHWEST REGION PROJECTS May 5th, 1987 CRABoard Meeting County Road Name RATA Funds Approved Length (miles) ----------------------------------------------------------------- Clallam Marine Drive 68,788 0.68 Jefferson Point Whitney 195,000 1.06 Rhody Drive 152,000 1.30 Jefferson county Sub-Total 347,000 2.36 Kitsap Glenwood SW 196,000 0.76 San Juan Cattle Point 250,000 1.70 Skagit Lake cavanaugh 200,000 1.45 Little Mountain 200,000 0.53 Skagit county Sub-Total 400,000 1.98 Whatcom Enterprise 250,000 1.00 West Pole 250,000 1.14 Whatcom County Sub-Total 500,000 2.14 NORTHWEST REGION TOTAL 1,761,788 9.62 lJ"-..1.< pev L ,...,,-:,tF ~tA..'Alll.J- " ,0.0 - (, 0 (p ~ /\L.~ /'t,tu'(V'O"_. . "'^'( L~I ~n rJ!aJ U2,b,.. rv-sv-r~U--- r L\ C~;'5. M -\0 (~~ (51j) ~(\j.~ t.-u.. 6\Jev.~ ~ ( (l9(~ ~~ W{~ }>t-~ ~ r ! j j j J ,'" ,'I I i , i } i 1 ! 'f I i ';;; "" 0) ! B 2: 1 I '- "" '" '- i cr: I N 0 0 '" c 0 ~ o::r.: oc cr: 0 f- a, ,.:~ ' "'.('1 j L -..... -, -, L .J --1' . ~\\H B/\.II J(':.1I~ ~hll'j\:-"II'I'I WAC 136-1 ,-040 I'g. 1 of 4 ROAD GEOMETRICS 1a. Existing Pavelllent Width (1I1'Ll . ~ Design Pavcm"nt Width (W/,O) .-22- lb. ExistIng Shou Id"r Width (IIS[) . -1- Ues Ign Shou Ider W (dlh (\/~U) . __2-- Ie. [CWpp - WpE) + (WSO - \/SElJ J< 2.5 ~ ~ . Rating (max. 20 pts.) ~ 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. VerUeal A.llgnlllent Good (0-3) FaIr (4-7) Poor (8-10) -1- GEOMETRIC RATING TOTAL: 2705 B. TRAFfiC ACCIDENTS *4. Equ!valent Property Damage Only AccIdents. Three Year Average Year, Property Damage On ly ~ ~ 19l1 ----L- -D- -D...- 1932 ---L- -L --D- ~!B3 --11...._ -D- -0-- .... Su!1tol~l I~ 0 -t\s- ,,- --rr 4 0 0 T ot~l;. ~ -:- 3 ..l....3.3... ~ L en g lh em 11 e s)1.L.6.3- . ...o.....ll.- TRAFFIC ACCIDENT IU\TI"G: C. TRAff'C VOLUME: **5.. Curr.ent Est. AoT: ~ Current Est. Truck ApT (If known): TRAFfiC VOLUME RATING: o 5 ACCIDENT AND TRAFFIC RATING TABLE NOTC: USt! truck COUflt or A._DooT.. wnlcIJt-ve,.._~t~,.ull.'.''':_....r~_t.ill.~_ ..mage Jr./\: . ""Average Oa ny i"-e"O\l" D:illy Ratio Traffic (AOT) lryck Traffic o - 2 0 - 50 I - 5 3 - 4 1 50 - 100 5 - 1Ll 5 - 6 2 100 - 250 10 25 7 - 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 5Ll - 75 11.12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 lOU - 125 I 15 .'16 II 7 1250 - 1500 125 - 150 I 17 - 18 8 1500 - 2000 l~O - 2Llu 19 . 20 9 2000 - 2500 2uO - 25Ll 20+ 10 2500+ (}Vl.,r 2S0 ,~" . i-J\'il' 1(,\1' J~11 111:"'" 'I'J.. .:." , WAC lJG-DO-040 I'~' l u r . 0-1 aeADWAV STIlUCTUIlAL CONOl T WN: A~pha1t or lotl.S,I. (5"" 0-2 for Portllllld Ccmellt COllcr"t".) ~ , ~ ..., Types Of Dlstre~s 6. Rutting 7. Ravellng II. Corrullatlons II. Alligator Crack tng 10. Transverse Cnck tng u. Longitudinal Cnck tng 12. P4tchtng 13. flushing Dcqrcc! of D1strc5S Pct"ccntdl r.: of Dt~tl'l:~;'.. --=-t5" -C:-:-3()[--Jh",' ~ 1" re"ltl'r 2 '-j- 3 4-' '.1 ~ 2 -~i' 2 2 -j- ....L-1._ 1 " r:;----g' A- m- ~- ~ ~ ~- 6 (1- ....1:-.2-_ 2 3 3 ;1- " 0 --3- -.1- ..:.L..L to 1/4" .,.. fOr ght Hoderdt" Severe Slight ( Moderdt" Severe IIg (Cu"rse A99.) Slick) 2 3 2 2 --')- '4 " 3 2 3 3 " 1 RoAO..AY STRUCTulU\L. CONDIllON /U\TIIiG TO 11\1. : _22_ Ra.tlnc~ 1'Ul. Gc.:.'OI)l.:trICti ,wI! ~iLl'lIl.:lUl';'11 COllditiun ::JI~)l Lll: ",'vil'w"11 ,1l1.1 adjulited :e:; ~jJprop!"iu.lc 1111' cUII~i.::-;ll"lll..:y wil-II l'uting L:J'iLI.:J~ia IIY ,Ill 11,.1,- pendent c....w...UltW1L rL.'L~Jw:d Ly lIlutwa.l enm-.A.'nL uf al J tile I.....Jlllll II", ", Ill" r<.eion. . . z 0 r- -<t- &3 (f) 0 ~ <t: 3: 0 0 0:: "*' <{ :::c 0 0 0 0:: UJ :::c I- 0 ~ e>if :I: .-J ~~I- <{ W 000- 0- <r ~... UJ (.) a:"lO 0- DI? :::> UJ 0- 'oU) lIJa: >- %j ~o r- a:0 00- ~ . ~Wl! lu\1/....H.a.c- \\\II'I,:--IU'l<l WAC 136-130-040 Pg. 1 of 4 ROAD GEOMETR I CS la. Existing ,Pavement WIdth (WPE) . -21L-- Design Pavement Width (WpO) . ~ lb. Existing Shoulder WIdth (WSE) . ~ Design Shoulder Wldlh (WSO) . ~ Ie. [eWPD - WpE) + (WSO - WSE)] A 2.5 . -2.0- Rating (max. 20 pts.) ~ ., 2. Horizontal AlIgnment Good (0-3) Fair (4-7) Poor (B-lO) -L- 3. Vertical A)Ignment Good (0-3) Fair (4-7 ) poor (8-10) ~ GEOMETRIC RATING TOTAL: 35 8. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents, Three Year Average Year Property Oamaqe Only ~ F ata 1 1981 .-L J- ..JL- 1922. -'L ..JL- ..JL- 1~ ---L -1L- -D- subtotal -it- -P-r -hs- ( ---L .-lL- 0 Total: .:.Jl- -:- 3 . -D- -:- Length em' les >--1-22- . -D.- TRAFFIC ACCIDENT RATING: 0 C. TRAffiC VOLUME: **5. Current Est. AOT: ~ Current Est. Truck APT (If known): ------- TRAFFIC VOLUME RATING: 5 0-2 0 1 - 50 ' . 5 3 . . 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 . 25 7 - B 3 250 - 500 25 - 50 II - 10 4 500 - 750 50 - 75 11.12 S 750 - 1000 75 - 100 13.14 6 1000 - 1250 100 - 125 15 . 16 II 7 1250 . lSOO 125 - ISO 17 . 18 8 1500 - 2000 150 - 200 19 . 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . 0-1 ROAD~Ar STHUC1UKAL COND1T1U~: A$ph41 t or L.d.S,T. (S,,~ [l-2 for Port 1 <llld Ct:.llt:nl COllo:rt:t".) , w Typll$ V', Of DI&treSS Perct:nt4lL: of Dh tl'C~' ~ .;-.:-; 0 11'''-'' <: li. Iluttlng t~r ~ ? 7. 1l6vel1ng 2 8. Corrull4t lon$ 2 ..L1-- e' 9. AlligAtor ,0 8 II CrAcking 10. 6 f' 3 Triln~ver$ll Crack Ing 2 u. LongitudinAl '4 0 Cracking 1 ,'r ~ " ...:L-L 12. Pitch tng U. flU$hlng 0.\ ? 2 1 ~ 0 IlOAOWAY STRUCTURAL toNOIT10lt AATlNG TOTAL: 18 Rat1n\:s for Gealldtrics unci :>tructural ConLlition shall W n'vi,-,,,,.J aJlLl adjusted as appropriate for cOllsist""CY with tatinll criteria lIy w. j IIde- pendent c,"l,;ulta.nt ,."tailled by mutual <,ons"nt of all th" ,'mll.l1"" ill tll" r'-'C1on. , . . A GENERAL HIGHWAY MAP JEFFERSON COUNTY WASHINGTON 122'rr , " \ \ ... " " <:> .........~._.-........., .+ " ..,.."'.,....... / \ -? \ i i ~ i : -\ i: T i ~o -c: i i i i i i ~ i ~ i : i :;", i i ,.. i '" i '" 12 40' ~"I'ItOaCllO" _ 1$. o Y'OI#'I" 1I0ft''''P' -------. ,- , ~O ~ , .. " P. i i' f i i i i \ " . I, .. I, " " .. . . . z 0 l- e> -m W U) C> ~ z a :> <( <l' Il. 3: 0 0 a:: V'- <( >- 0 a:: 0 0:: ... I.L.l ..... > U 0 l!)1tJ: .--J u ~~..... <( Uull. (/) -m ~ ... e> a ~~o - ... a... 0(1) ...a: >- J:~ ~o I- a:u Ull. g "" . . ~~~". I ,>' r A. ROAD GEOMETRICS . ~WH t!tU'.lUH! \\,)n,~llI.I'1 WAC 136-130-040 Pg. 1 of 4 1a. Exlstlng,Pavement Width (WPE) . ~ Design Pavement Wldlh (WpD) . -1L lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Wldlh (Wso) -~ Ie. [eWpO - WpE) + (WSO - WSE)J x 2.5 . -1!L Rating (max. 20 pts.) ~ 2. HorIzontal Alignment Good (0-3) Fair (4-7) Poor (8-10 ) -L- 3. VertIcal AJlgnment Good (0-3) FaIr (4-7) Poor (8-10) 6 B. TRAFfiC ACCIDENTS GEOMETRIC RATING TOTAL: 33 *4. EquIvalent Property Damage Only Accidents. Three Year Average .ill!: Property Damage Only ~ !:.!ll! 1981 1 --L -L. 1982 -L --1- -1L 1983 -L -L- ---D- Subtota 1 3 -tr- -.fl.w- ,.,- 3 6 0 ...... Total: -L ~ 3 . -3.- ~ Length emnes).L.Zl.- . ...l.l5- TRAFFIC ACCIOENT RATING: 0 C. TRAffiC VOLUME: **5. Current Est. AoT: 893 Current Est. Truck APT (If known): _ TRAffIC VOLUME RATING: 5 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 " 7 1250 - 1500 125 - 150 17 . 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . 0-1 ROADWAY STRUCTURAL CONOITIUN: Aliph4lt (If loll.S, T. Typeli Of Distress 6. Rutting 7. RAveling 8. Corru94tlons 9. A lllg4tor Crack ing 10. Triln!iVerSII Crack Ing 11. Long1tudln4l Crack Ing 12. Pitching 13. flUShing (See 0-2 fOf Porll.nd Cement Concrete.) De fee of Distress Perc~ntd,e of D1~tr'cSS ~() 3f:C.. 1/2" - I" 1. or re ter 2 II 6 2 to 1/4" f ..r ROADWAY STRUCTURAL CONDITION RATING TOTAL: RatinG" for Geallt!lrics W'lcl :;tructural Conuilion shall l>c I'~'viu\\,,'d anu adjusted :IS appropriate for consisl<""CY with tatinG criteria lJy an jndtl- pend"nt "".)Sultant l."taincd by lTIutual <,onsenl of all the.. ,'<)lllll j,'s ill the.. rt..Cion. ~ v) ~ .:.: Lj 2 ~- If ,0 6 f' 3 L\ 0 ...:L.L o.j 2 ~ '!. n 17 . . d "n I -1 n:O :c o~ l> -< Cz :0", (J) -0 ClIO , ::! '" - 6~ :2 (') ON:O ;::j I'T1 -~ I G> l> "nn (j) -lO- r z 3:Z jg'" n l> ::0 -I < '" 0 rrJ ~ :2 ._.~ C 0 rrJ ~ :E :.<: rrJ (j) (f) -l ~ ~ -1 0 Z """'l . .' . 0-1 RO/IDo.IAY STHUCTUItAL CO riD IT III '" Asphalt or L.tl.S,T. Types Of DIstress 6. Rutt1ng 7. R"YlI l1ng 8. Corrull4t Ions 9. A Illg4tor CrAck 1ng 10. Triln~versll CrAck Ing 11. LongltuQlnal Crack 1ng 12. Patching 13. flush Ing I , ~ J (See 0-2 for Portland C"llIent Concrete.) , '" '0 1/2- - 1M p. or re t~r Perccnt4l~ of D1~tr'~S~ -.;-:JO 31'': 1- :t <.: Dc rec of Distress II to 114M r1 ~,. 2 2 6 2 ~ j ROAOWAY STRUCTURAL CONDITION RATING TOTAL: oj C) ~- e' ,0 R t. .l) '1 0 j 4 ..:.LL -1 "2- j :!> IR Ratincs for QealldLric.s Wlcl Structur-..l Condition shall W I'L'vkw,'J :U1J adjusted as appropriate for consisLLmcy with ratine criLuria lJy "" j"dc,- pendent "':ualsultant. l'l.'laincd by mutual l:onwnt of all the:: 1....Olllll 11':--; ill lhe: n.ciOll. . 0-1 ROfl(JioIA Y $ TllUCTUHAl COril, 1 T lUT< : Asph4l t or L.ll.S, T. (Se~ 0-2 for Port I aull C~m~nt Concr"t~.) Types Of Ots tress 6. Illltting 1/2" - 1" 1'" or re ter 7. RAve ling 2 8. Corrullolt Ions s. A I1lg4tor II Cracking 10. 6 Triln:overlill Cracking 11. Long \tua tnol1 Crilck Ing to 1/4" 2 r er 1 12. htchlng 13. flushing ROAOWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Gea""trie>; and :>tru<.:tural Contlition shall w n'vi~'\\,'J "JIJ adjU!ited as appropriate for con!iiSlcll<':Y with fatinl.l crituria lJy "-', j"u,,- pendent t.:ull.'.;ultant. l'\..'l:.&lllcd by lIIutual l~OnSlJnt of all the l.'.(nJllt H'H ill U1C: J"4.: ion, " " v, i <.: ~ C; ~- eo 10 A ~. ~ 'I a 3 .1 ...:LL -l '2.. 3 :!> IA . ~~t Ir~~~1't640"pg--:"COf 4 ROAD GEOMETRICS la. ExIsting Pavement WIdth (WPE) - ~ Design Pavement WIdth (WPD) . ~ lb. ExistIng Shoulder Width (WSE) . ~ Design Shoulder Wldlh (WSO) - ----5-- Ie. C(Wpo _ WPE) + (WSO - WSE)] J< 2.5 a 37.;;- , Rating (max. 20 pts.) ~ 2. Horizontal AlIgnment Good (0-3) FaIr (4-1) poor (8-10) ~ 3. Vertical AJlgnment Good (0-3) Fair (4-7) Poor (8-10) ~ GEOMETRIC RATING TOTAL: 3'2... B. TRAFfiC ACCIDENTS *4. Equivalent Property Damage Only AccIdents. Three Year Average ll!!:. 19e.1 19.8-Z. 19~ Property Oamaqe Only l.!W!!1. Fatal -L ~ .2- ----L -L- ~ -L 3 I ,--r- --rr ,...:L -E--'L- Total:'~ -:- 3 . -2- ~ Length eml les)Ei-. 1.7=:> f TRAFfiC ACCIDENT RATING: C. TRAfF Ii VOLUME: **5. Current Est. AOT: ~ Current Est. JL- -'L -Ar subtotal o Truck APT (If known): _ TRAffiC VOLUME RATING: s- 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 50 - 75 11-12 5 750 - 1000 15 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . . D-l RO/,D.lAY STIlUCTUIlAL CONOl TlUII: AsphAl t or L.tI.S,T. TypclS Of Distress 6. Rutting 7. RAile ling 8. CorrullAt Ions 9. AlligAtor CrAcking 10. TrilnSVerSlI Cricking 11. LongitudinAl Cricking 12. PAtching 13. fluShing (5.." 0-2 for Portl41ul Ce"",nt Con.:r.,t".) ( ~ oF' Perc~nt4~ c of D1~tr'c~~ ~O lr:.:-.. . <: :l 2 o.j c) ~- S' ,0 )0 ~, "l () :l ~ 4 -1 n :l ~ 7_ I <-1- 1" re ter 2 2 II 6 2 to 1/4" r er ROADWAY STRUCTURAL CONDITION RATING TOTAL: f' RaUnll" for Geaool.rics unci :;tructural COllLl11.1oo shall W I'l'vi~'\\','d ;ulcl adjusted as appropriate for conslslcilCY with tatiol: criLl.!r lu lJy all j "U"- pendent c"il";U I tant 1""1.", iilCd by mulua 1 <,onsl.!nt of all lhl.! ~'''UlIl i<',,; ill 1Ill.! nelon. . ~\-'Ill IkU,-..I....JI1! nIJI'h.....llC ,.'/ WAC 136-~-040 Pg. 1 of 4 ROAD GEOMETR I CS la. Exlstlng,Pavem~nt Width (WPE) - 20() Design Pavement Width (WpUI. :3~ lb. Existing Shoulder Width (WSE)' ~ Design Shoulder Wldlh (W~u) - ~ lc. [(WpO _ WPEI + (WSO - WSE)] . 2.5. ~)~ Rating (max. 20 pts.l ~ 2. Horizontal Alignment 3. Vertical A.llgnment Good (0-3) Fair (4-7 ) Poor (6-10 ) ~ Good (0-3) Fair (4-7) poor (6-10 I ~ GEOMETRIC RATING TOTAL: -:>t.{- .-, TRAFfIC:ACCIDENTS *4. EquIvalent Property Damage Only Accidents. Three Year Average 19j'd Property Oamaqe Only o ~ ~ --GL --2- .-l2- ~ ~ -D- -/f;- (') -yzs- ~ ~ i Year \;'- 19$, -I.L 19A3 ~ subtotal () -rr .-f2- Total: L12- -:- 3 . ~ ~ Length emllesl.J..21::. . -I2- . TRAFFIC ACCIDENT AATING: 0 C. TRAfFIC VOLUME: **~. Current Est. A01: q~~ Current Est. Truck ApT (If known): ------- TRAFFIC VDLUME RATING: ::; 0- 2 0 1 - 5D 1 5 3 . 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 75 11-12 5 750 - 1000 75 - 100 13 - 14 6 II lOOD - 1250 100 - 125 15 . 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 200D 150 - 200 111 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 0-1 ROM/riM STIlUCTUHAL CONOI T lUll: A$ph4lt or L.Il.S, T. (Se" 0-2 for Port lona Celllent Cono:rc:te.) Typl!$ Of Olstr"ss Perccntdl L: 6. Rutting ter 7. Rave 11ng 2 8. CorruBat Ions 9. AllIgator II Cracking 6 10. Trilnsver$ll Cracking 2 11. LongitudInal Crack ing to 1/4" r ~r 12. Patching 13. fluShIng ROADWAY STRUCTURAL CONDITIO~ RATING TOTAL: ~ ~ .0 ~ <: 04 "3 -2.-l-'-:' e" 8 ,0 ,. 6 '-l 0 3 ~ 0\ -1 3 3 ':!> :? "2-7 lla.t1nco> for Geo""trics and ~truc.:tul'al Conuition shall l>e I'L'vi~'''''u ;u,d adjuo>tcd as appropriate for consist<lllc.:y with fatinll criteria l.Iy an jnuc- pend<lnt c.:'H,,.;ultan\. 1'..,laiIlCd by llIul\Ia' <,onS<lnt of all th" ~\"unt i.'''; il1 till: neion. ~\'lll Ivu'''"Hat 1I11..! ~'lln.:-olll','1 WAC 136-130-040 Pg. 1 of 4 ROAD GEOMETRICS la. ExIstIng ,pavement WIdth (WPEl . ~ Design Pavement Width (WpO) - ~ lb. ExIstIng Shoulder Width (WSE) . ~ oe~lgn Shoulder Wldlh (W~U) . ~ lc. [(WpO. WPE' + (WSD _ WSE)) ~ 2.5 - _______ Rating (ma~. 20 pts.) I~ 2. Horizontal Alignment Good (0-3) FaIr (4-7> poor (8-10) -1.!2.- 3. Vertical Alignment Good (0-3) Fair (4-7> Poor (8-10) ~ GEOMETRIC RATING TOTAL: 35" B. TRAFFIC ACCIDENTS *4. EquIvalent Property Damage Only Accidents, Three Year Average Year Property Damaqe Onlt l..!!.J!!!1. F ata 1 19111 .-L ~ ..D..- 19.R'Z- 3- .-f2- S2- 19~'3 JL -2- ...t2- subtotal -;t- -A-- ~ 3- -D- ...L- Total: --:1- ~ 3 . /.33 ~ Length (mtles)~ . .&d!- TRAFFIC ACCIDENT RATING: 1'/ C. TRAFFIC VOLUME: **5. current Est. ADT: ~ Current Est. Truck ApT (If known): - TRAFFIC VOLUME RATING: S- 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 25D - 500 25 - 50 II . 10 4 500 - 750 50 - 75 11 - 12 !i 750 - 1000 75 - 100 13-14 6 1\ 1000 - 125D 100 - 125 15 . 16 1\ 7 1250 - 1500 125 - 150 17 . 18 B 1500 . 2000 150 - 200 19 . 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 l.. :;.,.~t: I ,'. A. ROAD GEOMETRICS . ~WJ{ ll.tu' i.IIIL! ~hlJ'l'i.:--'III.t'l WAC 136-130-040 Pg. 1 of 4 1a. ExIstIng Pavement WIdth (WPE) . ~ Design Pavement Width (Wpo). ~l? lb. Existing Shoulder Width (IISE) - ~ Design Shoulder Width (Wso) . ~ 1c. [CWpO - WpE) + CWSo ~ WSE)] x 2.5 2 ~ ' Rating (max. 20 pts.) ~C) 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. VertIcal A.lIgnment Good CO-3) Fair (4-7) Poor (8-10) ~ GEOMETRIC RATING TOTAL: "2. '7 B. TRAffiC ACCIDENTS *4. Equivalent Property Damage Only Accidents. Three Year Average ~ Property Oamaqe Only l!!.J.!!!.l ~ 1981 -L I -2- - 19RZ- -L --R- ~ 19 Bs -L --2- -1L -:' Subtotal 3> I -&- ,.,- --rr ~ -L --.t2... Totll: -3...- ~ 3 . ~ -:- Length Cmlles)~. 3, ..JCj TRAFfiC ACCIDENT RATING: /; C. TRAffIC VOLUME: **5. Current Est. ADT: ~ Current Est. Truck ADT elf known): - TRAFfiC VOLUME RATING: 10 o . z 0 1 . 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 . 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 . 16 II 7 1250 - 1500 125 - 150 17 - 18 B 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 , >. . ~WAC 1JG-1JO-040 py. 2 or--~ 0-1 ROADWAY STRUCTURAL CONDITION: Asphalt or L.B.S,T. CSee 0-2 for Portland Cement Cono:rete.) ~ Types V) Of Distress Dc rut! of Distress 0 <: 6. Rutting 1" re' ter '-l 2- 7. Rave ling 8. Corrullat tons ~-' a- 6 10 9. Alligator a Crack 1ng :3 6 f' 10. Tran!Overse Crack Ing 2 11. LongitudInAl 4 D Crack 10g to 1/4" 3 ..:.JL r ,'r 4 12. Patch Ing j -I () 13. Flushing 3 :!> () ROADWAY STRUCTURAL CONDITION RATING TOTAL: II Ratin!;>; for Geaootrics an<I Structural Condition shall be l',.'vi<:\\'"d ,.nu adjustt:.>d as appropriate for cons;.,;lcllcy with taUnt; critcrhL l>y an jndu- p.:ndent "l'llsultl1llt J'ctaincd by lI....tllal consent of all the "i)Unt i.." ill the rccion. .""f' 'j ,~A. ROAD GEOMETRICS " NWH JUUftLLlIll! \'hll'I';'~Il(.t'l WAC 136-130-040 Pg. 1 of 4 la. Existing Pavement Width (WPE) . 7"2- Des Ign Pavement Width (WpD) - ~ lb. Existing Shoulder Width (WSE) . ~ Design Shoulder WIdth (WSO) .-L Ie. r(Wpo - WPE) + (WSD - WSE)] x 2.5 ~ .!2b5- Rat Ing (max. 20 pts.) -2CL 2. Horizontal Alignment Good (0-3) Fair (4-7 ) Poor (8-10 ) ~ 3. Vertical A.lIgnment Good (0-3) Fair (4-7) Poor (8-10 ) 2- GEOMETRIC RATING TOTAL: 28 B. TRAFfiC ACCIDENTS *4. Equivalent property Damage Only Accidents. Three Year Average !lli. Property Oamaqe Only ~ F ata 1 19.2J 3- ---L- --2- 19.1l- ..J:L- --CL 0 ~9~ D .-::IL- -I2- Subtotal -ri- I -rr -nr -=L ~ Total: .1!2- -:- 3 . 3.?.;;>-:>.) -:- length Cmlles).Qd2:..... 5.1? TRAFFIC ACCIDENT RATING: ~ C. TRAFfiC VOLUME: **5. Current Est. ADT: 2S-00 Current Est. Truck ApT elf known): - TRAFfIC VOLUME RATING: 9 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 ~. 49 .\lAC 13G-130-040 I'Y. r ot t, 0-1 RoAO.,AY STRUCTu~AL CONOITIUN: AsphAlt or L.B.S,T. Types Of Distress 6. Rutting 7. RAve 11 ng 8. Corrugclotlons 9. A lllgclotor Crclock tng 10. Tran~verse Crclock Ing 11. Longltudlnclol Cracktng 12. PAtching 13. Flushing (See 0-2 for Port I cIond Cem~nt Concrete.) Percenta,e of OJ.tress l..~:rl)" 3r:e-+ 1/2" - I" 1" or re ter 8 6 to 1/4" r pr ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Gcaoolrics und Struclural Condition shall I>c r<:\li<J"",d "m.1 adjusted as appropriate for consistency with tilting critcrill l.Jy un inde- pendent l""";liltnnt I'<,laincd by "nllll:ll co"""nt of ..11 the cOllnli"" III the r<-elon. ~ ~ ." :i- <.: 0..1 D - t:) ~- !1 10 "3 f' '3 4 0 ~ '-1 "'2.. :!. D q .>"";>~:,: -, ~;:,:~:; , "'''''' .. . . ...., . . :,'" , , , ...'" , :,;,: :' , " , " ,... ,; ""'''' ., ,< "",,,. ..,..,. "',.' ....' '. .. ., " ... ,.,.. , '.',. , . :' ,'. . ", ':'.. : '-""., , ". ,,' .",," ,: ,::..... ,', , ,... ,.,' ". ":': '.' ':'..".:" ". ".' .. ,.:, " ," : ":. ,.",.".,, .... " . I ... '" : " , i:, " ': , ' T:''J/J) I //1,+{:' S \\ ALL .s r:c:~ ~,.. c- +- I / \../1 k (-~ -l S;:,,,,, 17? "A C\ ,< {>, {I L I 9 t) c( ., ,,' ,,:.: '., ;:." .' .. i '" :...., ','. > , ..'... ; I:;',,!::,..,., ~'~;""'- .'(,. ,'.',",', .,' "', ': :,.::',. ". ,",' ." , , ',' :' , . .. ': .'..,',' ' , '" '",'.' ,',':, '. '.'" :'..',"',. ,'....'i " " .' " ':': , ',: .. 'i,', "', :.",..,' .' ,:. ..,: ,:" ',:"" ' "" ,:" "" ,', ,',,'.,.,":...',' ,;" ,:,':'.':'" ,"",., ,/ .,"',' "..:", '. " ::",,:' " ..."'; .", ' :" " '" ..i""., "., , ,", .. , .. '" ('::-0 ;:?_ Y',/:JD d1< -.:,. ,~. ,.,...'" ... .., , " ' ..,' ;.,: :..'.', '. '.. .' .': ",i' '."" .',. , " '; ,.. " ..,'... ",: ','. :," '.. ." ',".. '... ." " , . ' . ,:' " ,.... ,,',...' .. , "... . .' , . '.: ",' '"..,.:- '" , ' , '. .'"., .': : : '," '.' , ,',....' ,;" ',.-:' ,:" '. .>i'", , I , ;,' '.", ;' ,i, i C f"~O.'"J 1 f?F" 1<; c:. '; -~'." .. ' ',': .' ,':,'.,', f ,: rOo :,,' ',', '. ;.,:, .. ::':,' " . '.., '.. .,'" , ",'" " ......' ''', " "..,'. .. " f... ' ~ ',', "".' '" I,.,., '.",., ,', ,,:"", : :,-, ',' .. ,," ,,' ", ..."/',,.... "',' ....,", ' , "''', , '.. '.,: ,,", ' ".,', ':i" " ",.."..':, ",. ,',:' .. :... "... , '," " . . '" ' . , ,," ,::',.': ',~' , , " '..' ..' ",i,:, ".'.i',' " ':", ,"." ':':';" " ':: :.,..'.: i .,' :--::' . ' ,.1, " . .:" , i< .,r I ~ A. ROAD GEOMETRICS . ~WH t!tu' lCLltl! ~'lIJ"Ji.:---lIt'I'1 WAC 136-13u-040 Pg. 1 of 4 la. Exlstlng.Pavement Width (WPE) . ~ Oeslgn Pavement Width (10/1'0) . ~ lb. Existing Shoulder Width (WSE) . -l-Z Oes Ign Shoulder Wldlh (WSOI . :3 lc. [CWpO - WpE) + (WSo - WSE)] J< 2.5 . /2..1- , Rating (max. 20 pts.l rz..r- 2. Horizontal Alignment Good (0-3) fat r (4-7 ) Poor (8-10 ) ~ 3. VertIcal A.1lgnmen t Good (0-3) fair ( 4-71 Poor (8-10) .2- *4. Equivalent Property Damage Only Accidents. Three Year Average GEOMETRIC RATING TOTAL: Z 7. r J7<c- J./fU-.-,...Jid/ 1-S--.Y4- B. TRAfFIC ACCIDENTS !!!!:. Property Damage Only !r!J.t!!t. Fatal 19~ I ~ -1L- 19f9 ~ -0- 2L- 192 -E- -D- .J2..- Subtota 1 -rl- n 0 --rr --nr --L JL.. -12- Total: ~ ~ 3 . 0, :;'3 -:- Length em II e s ).J21::... . ..12it- TRAfFIC ACCIDENT RATING: n c. TRAffIC VOLUME: **5. Current Est. AOT: ~3>~ Current Est. Truck ApT (If known): _______ TRAFfiC VOLUME RATING: ;f; 0- 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 10D - 250 10 - 25 7 - B 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11-12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . ~ 0-1 ROADOIAY STHUCTUllAL COHOlTlUN: ASphcllt or L.~.S,T. Types Of Distress 6. RuttIng 7. Roweling 8. Corrug4t Ions 9. Alligator Cracking 10. Tri1n~verSll Crac\: lng 11. Longitudinal Cracking 12. PAtching 13. flushing (See 0-2 for Port Idnd CeUlent Concr,;te.) , ~ '" Pe~centGlC of 01~trc~~ c-:-30 3fx... ;} <: 1/2" - 1" lit or re ter ~ '-l ..." ~- If 10 (p 6 t' ~ 4 0 3 4 ~ '-t 3 :!. ....:r to 1/4" r o>r ROADWAY STRUCTURAL CONDITION RATING TOTAL: j":} -.JJ<:!_I/I~/..f/ f-4-::'iltY Ratinl;" for Ocoootrics unci Stl"Ucturul Condition shall 00 "L'Vil..'W.,u .II1U adjusted n.s appropriate for consiswncy with fating criteria uy an jnde- pendent cuHsultant. retained by mutual l:onSl?nt of all the ('.OUlll i('~ ill the rucion. . . 0-1 ROADIIAY STllUCTUllAL CONDIT IUI.: A:>phlllt or L.tI.S,T. Type:> Of Distress 6. Rl.ltt1ng 7. RAve 11ng 8. COrrugllt Ion:> 9. Alligator CriCk1ng 10. Trilnsveru CraCking 11. LongitudinAl Cnck1ng 12. P.~,ch Ing 13. f lU,$h I ng (See 0-2 for POnl<lIHl C"",ent Con.:r"t".) , ~ or, Perc~nt",,, ofOl.tr~~. c-:-J () 3f:C~ . <: 1/2" - I" 1M or re ter. 2 2 II 6, to 1/4" r er IlOA0WA1 STRUCTUAAL COHDITION AATUiG TOTAL: 1/"--- 11~~tp7 9' -Cf- ~ 'I- .l!' '. Rat1n~ll for c...>(J~trics and ~tru<':Lul.al ConJilion shall W 1'C'Vl,:\".J ;u...J adjUlited :lS appropria.te for COllllist"Il<':Y with fatint; criteria liy "', j IIde- pendent ",.I,.;ultant ,'utaillcd by lIlul\Ial cons.'nt of all the ."HII.1 10'''; ill tllu nelon. {) . :-'\'H I{,Ui""l~lh! \hll'Ii.:--.IH','1 WAC 136-~-040 Pg. 1 of 4 ROAD GEoMETRICS la. Exlstlng,P4vement Width (WPEI . ~ Design lb. E.lstlng Shoulder Width (IISE) . --L Design Ie. [(WpD - WPEI + (WSO - WSEI] x - 2.5 . -Z:..:- Pavement Width (WI'O) - ~ Shoulder Wldlh (W~u) - ---2-- Rating (max. 20 pts.) 7.4--- .3:::- 2- 2. HOrlz?ntal Alignment Good (0-3) fair (4-7 ) Poor (8-10 ) 3. Vertlcat' A.llgnment Good (0-31 faIr (4-7) poor (8-10) " .L} ,~ ' ' GEOMETRIC RATING TOTAL: B. TRAFFIC'ACCIOENTS /4-.4- ;:Ie, JI/~_...P.d'/ *4. EquIvalent Property Damage Only Accidents. Three Year Aver4ge ~ Property Oamaqe Only 19BI .19,B :; 19B} ,-. subtotal : ,(~ , "i Total:.'~ -:' 3 --L -L ---L- ;. --n- "3 ~ E!!!l -L -2- ~ -D- 0 -iL I 0 ~ ~ -L --D- :t C. TRAffI2 VOLUME: . ~ ~ Length (mlles)~. ?"l-j'l TRAFFIC ACCIDENT RATING: I **5. Current Est. ADT: ~ Current Est. Truck ApT elf known): TRAffIC VOLUME RATING: )0 0-2 0 1 - 50 I 5 3 . 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 . 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 50 - 75 11.12 5 750 - 1000 75 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 \I 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 H.O - 200 111 - 20 9 2000 - 2500 200 _ 250 20+ 10 2500+ Over 250 . :'>4WH I(I'U'....lta.l! \\111"":->111"'1 WAC 136-130-040 Pg. 1 of 4 ROAD GEOMETRICS 1a. Existing Pavement Width (Wp(l . --=-:=. Design Pavement Width (11/'01 . ~ lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Wldlh (\ISO) . -E-- Ie. [CWpD _ WpE) + (WSO - WSEI) J< 2.5 . ~ ' Rating (max. 20 pts.) /z.~ 2. Horlz~:ntal Alignment 3. Vertlc'Il,A.1lgnment .1::. ," B. TRAfflC'ACCIDENTS Good (0-3) Good ,(0-3) fair (4-7) Fair (4-7) Poor (B-I0) poor (8-101 ~ ~ GEOMETRIC RATING TOTAL: Z3' p' ~- ,,b ~.b -;:;t-:::..""r..,.---- :;.;.(r ' f--9--2f- *4. Equl~alent Property Damage Only Accldenls. Three Year Average . 3..:2i. -:- Length o o --r2r -12- Cmlles)1l65 - ~ TRAFFIC ACCIDENT RATING: -12- --1L- I ,--0- ~ J:L t) ~ 19~ {"j Property Oamaqe Only ~ r........ , " ~ -I2- -1L- -L- i-; '19.B1 ,', :2 i'r 19& tJ Subtotjll .~1- .."( "-f Total:~ in ~ 3 -A- ~ ---L '2. , C. TRAffiC' VOLUME: **5. Current Est. AOT:Z50l:) Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: I() 0-2 D 1 - 50 1 5 3 - 4 1 50 . 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 50 - 75 11-12" 5 750 - 1000 75 - 100 13-14 6 II 1000 . 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 111 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . ". 0-1 ROAD~AY STIlUCTUHAL CONDIT 1lI1;: A5phAlt or Ltl.S, L Type5 Of Olstress 6. Rutttng 7. RAveling 8. CorrullAt Ions 9. Alligator cr~k1ng 10. TranliVer511 CrACk log 11. LongltueUn41 CrAcking 12. Pitching 13. fll1$hlog . ..: ;: ~ I ~ .~ ., 01 l.!~ ,.l, :t CSe" 0-2 for Port I ~n~ C~I""nl Coo,r"t".) Delre" of DistreSS Pe~c~otdlO of D1~t,.~~~ -.. - j() 3f>:... 1/2" - 1" 1- or re t ~r 2 tl 6 2 to 1/4" r er 2 , " V', ... . <: ., 0 ~- e- 103 f' 31 '-I cJ o.j z. :!. Q ROAOWAY STRUCTUAAL CONDITION RATING TOTAL: ~ -;::/e- ~~~ ']' Ratings for Geaootrics unci :>truc.:Lural Condition shall 00 "L,vi,-,,,,,.J anJ adjusted :IS appropriate for consistl.mc.:y with fatinll cr1t",ria l.Jy all j IId<:- pendent cut\:..;ultant l'lH~ail1cd by IlIulual (.~onSl?nt of all the l.',OUJlllt'S ill the: nelon. rE ( :~~ . ,'" A. ROAD GEoMETRICS . ~\H' l(,.U/"'IHa.! ~'III'I';':-'IIl"'1 WAC 136-130-040 Pg. 1 of 4 1a. Existing ,Pavement WIdth (WPE) lb. ExIsting Shoulder Width (WSE) 1c. [(WpO - WpE) + (WSO - WSEl] x . ~ Design Pdvement Width (WI'Ol - z4- - ~ Design Shoulder Wldlh (\I~u) . ~ 2 . 5 . ....:k.t2- Rat Ing (max. 20 pts. l ~ 2. HOrlz?ntal AlIgnment 3. vert: rrA.llgnmen t B. TRAffiC ACCIDENTS I.' *4. Equlr"le~t Property Damage Only AccIdents, Three Year Average Year. i; Property Damaqe Only ~ ~ 19D,1 !~, t ---2----!l.. ,19fl,z.. B -L- --L---1:L 19]) tf -L- .JL-LL Subtotllt '3 I 0 1_ -rr --rr T'2'r ,~, :;' --?~ -6- ".'Tot.1:.'L..:L. -:- 3 . ~ ~ Length Cmlles).-h1.L. I-r. ,.~ ... . C. 'TRAffiC, VOLUME: Good (0-3) Fair (4-7) Poor (8-10 l --2- Good (0-3) FaIr (4-7) Poor (8-10) J-=-- GEOMETRIC RATING TOTAL: .33 /1GM/~tP 't-4--~4- ~ ~ TRAffiC ACCIDCNT RATING: o **5. Current Est. AoT: ~ Current Est. Truck APT (If known): TRAFfiC VOLUME RATING: ~ 0-2 0 1 - 50 1-5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 50 - 75 11-12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 \I 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 l!l - 20 9 2000 - 2500 2uO - 250 20+ 10 2500. Over 250 . -~ D-1 RO/IO.:iAY STRUCTUIIAL CONDl TlUI': Asphlllt 'or L.tI.S,T. (See 0-2 for Porlland C~II'~nt Concrete,) Types Of Olstre!'o!'o ;:' ... ....> Percenta1d of Ol.tre.. c-::J 0 3I':': ~ ;;. <: 6. Rutt1ng 7. Raveling ter 04 "2- 2 2 3 ~- S" ,0 (... II 6 f' 3' 2 Lj 0 to 1/4" "2 3 r er 3 " ..;L1- 0.1 L 3 :'> C) B. Corru911tlon~ i. A 11 igiltor Cn;k 1ng 10. Trilnsverlilt Cr4,fk ing 11. LORgltlldlRAl CriCk ing 12. p.tf/ltng -13.' f l~l~h Ing ROADWAY STRUCTURAL CONDIT!ON RATING TOTAL: 17 -r;e, ~--A~ f - 1--PC).. , -, ;~ ~ .~.'~"..~~~"~ J 01 .!~ )~ ..' ... Ratin!:,; for Cca,,,,trics unci :-ilru<:tural ConLlition shall W l'l.'Vh"",'Ll aJl..! adjusted as appropriate for cOllsisL<:Il<:Y with ratin>: criteria uy "" j"Llu- pendent l.:vllsultant. l'lJl~dl1cd by IlJUlual l'(">ns~nl of all the:: "'.{Junlll'S III lhu I'\.C ion. .~~ t.. ,..." f. .,'? I ,... A. ROAD GEOMETR1CS . ~. ~WH lkU' HalIJH! \\\ll"....~lll...l WAC 136-130-040 Pg. 1 of 4 la. Existing ,Pavement Wldlh (WPE) . ....k.E..- De s Ig n Pav"ment WIdth (WpO) - --Z.L- lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Wldlh (WSLl) . -1L Ie. [CWpD - WPEI + (WSO - WSE)] ~ 2.5 . ~ Rat Ing (max. 20 pts.) ~ 2. Horlzyntal Alignment Good (0-3) FaIr (4-7) Poor (8-10) -Z- 3. vertli,l A.lIgnment Good (0-3) FaIr (4-1) Poor (B-I0) -2- , GEOMETRIC RATING TOTAL: .3-r- 8. TRAfFIC'ACCIDENTS ---;? dI~~~ *4. EqUivalent Property Damage Only Accidents, Three Year Average --;.7('/ ;--9- -J?~ !!!!. Property Oamaqe Only ~ JL- o ,.,- -L ~ ~ -I2- 0 0 .Ll- ~ .2.- 0 -.fir --rb" -IL -!L 199.J\ - ~"~ '-::;R Subtotlt' I~ . ~. il -( " Totll :'~ ... 3 f~f .- '. C.' TRAffiC VOLUME: **s. Current Est. AoT: ~ Current -12- . ~ -:- Length Cmlles)~ . -1:2- TRAFFIC ACCIDENT RATING: o Est. Truck ApT elf known): TRAFFIC VOLUME RATING: ~ 0-2 0 1 - 50 I 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 150 50 - 75 11-12 5 150 - 1000 15 - 100 13 - 14 6 II 1000 - 125D 100 - 125 15-16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 200D 150 - 200 111 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 0-1 ROADI:IA Y STllUCTUIIAL CONDIT 1U1': Asph4lt or loll.S,To (Se" 0-2 for Por llllll~ C~men L Cono:r.:Le.) Types Of Olstress 6. Rutt1ng 1/2" - 1" 1 M or re ter 7. Rive 11ng 2 2 8. CorruS4tlons 9. Alligator CrACk 1ng 10. TrilnliverSll CrACk1ng 11. Long1tudln41 Cr.c:k1ng 12. p.~~h1ng ;~ . u. flushing t " tl 6 to 1/4" r ~ t"r 2 r-- '2 j ROAOWAY STRUCTURAL CONDITION RATING TOTAL: ~.~"';. : I:. 'i. .i!I." :. .'~.J. 0 I ~ (}j .:~ t)~ ~\' "Rating,; for Geo~triC>l Wlcl SLI"U"Lural ConLli1.ion shall be l'l,vic:w.,u "mi at;Ijusted as appropriate for consisLt>llcy with tating crit<!rJa lJy "-', jl\l.l,,- pendent ",.'sultant l'"taillCd by mutllal <,onsent of all th" ,'''Ulll il''; 111 tile: ....cion . ~V ;' ~ '" . <: o.j 2- 3- ....L2-- B" ,0 B ~. .3, 'I 0 3 0\ ~ 0..\ "z.. ~ 0 . . $E:)g7 AU<'CA-"T/p,J ~ , /6t1~ = I. 7(;0 O()~ ~?srl-"1Ar.eO) , 70% ' ;' ~/' .s-8~ tlOO CONsr.eucrwJ) I 7 t- 0 It) ~" / 7t:./ ~O 'E.<tU!_66PC't') .'j U!ff--;':iS P/l./Of1.A/I'Z:-ti;O .t.IST /Vw/i!. ~r P~O.JIa-;:;TS 13SF"0''J .R.....'" p~~ CDU.,IJr")' 1 GOLP CIl~X. I<,.,-,S....", 2- C~o.s81 1.5 'A~/) .3 ':::"01/""" lIal ("1 1.$'.-4#0 Ro~~ 2- 'f fh;iriH. s....J JoJA# ~ ~ULF WI/ATcoNt ? PAil- J<. w/IArco.... ':7,'J UI'P';(l HOII ~F.fts.r.s,"" ':$") ': JJJ,Sc 001-.., JG-f.f~"s ....... '9 H.4-'f~/c- WH-"'rcoH /P' 'i/A3 r'i)iG S' Jc-I"~".s_ II RoQfG 3 JA.v J"....v 1/ CA,..L3 8D n c. .::..'" 'I-A_ P<>/...,.,..s RA'" /Z."'~LJ..sr 7~ ;.z.s- b .2~o 74.S- ~5o $00 70.S- 10. Z. '. 'f):!- . I 7 j , 70 / 7(;. ~t: (ZSQ /2'> 37'S' t.o 2.50 S, 2.50 "'~ 'SS ;1. 'I ~.5'; pE 54 "Z..n:l O,'J..se) s'/ /4, 5 (/4se) , Me I/~I e/ltf'/J.A. 375" L-I....,.j- .ee..._c4.."./ E, 0,3. /,,"'''' crl Flit?, /',!,f/ j' , " . . .f/! /-IST' of JJW!<. ~A-P P 12- 0 J E'l:: -r.s 13 .::r...,. 5''1 I, 7l.qtlO[) SKA GIT EL €!.tJ. ~ Ace CLASS. :lc>"TA-L. RAP @ 1'1.INI&vt I :20 ~'f LQ G c tJ'$ @ t1JN~Z. .Z-:;S ,:12 LJ 2- 0 51 IOd t:. @ (;VNPEJU"IPJ ;;11 .;2'1 3 c:I 0 ""l$' zs-oN- & <::::4 II ;M/A-V611 l'i .2&.. S "3 0 Q 47.'s- 2.S"o I<, SA"; .JJl.I""J @ 1<.O<:;Hl! HAI/./ltn 2 'Z.7 3D t;. ;2.. 5 70 /7(. 17"- I< @ R.,ut-= HAItCln 5 :;1.:2, 2'- ~ I 0 54 cD :z S-o I< @ Wpt>D If"J.. :l. 17 ;1..2 6 z ~ S-z I.2.Cl k. CZ-Al...l..At'1 @ CA~l..$iJt>/ZC. /9 :2.1 7 "3 5 54 LV 146'1( @ ;-1frl2.l#t: !)fl 2.5" ;z.'l 4 6 c:s 53 /oa I< @ CAYS .zp :23 S () Q 5 I II ".5" (/JJ RIVIFR 22 ;2./ G. .2- 0 '5 I l2.a /<. ISLA wD ()) C:Lt>vr;r< ,./k-" M 21 :l9.S' 5 /0 5 70X I"Z- Id2.. A: @ 23 S "S r .!E! ~ C/looS13Y 3S 6 7.4- ZSc) @ AuL.T" F..dJ 5 :Z~ /0 /0 <) 5'3 /60 ~ WI/-'" ,c".o.1 @ (;1Jl. F 2.0 :30 7 '1 0 " " zso K. @ g7S ;z.st:J~ PM}!.. .:l.~ 3<1 :5 0 0 ",0 - r3J HltvJo/lc ::'J 2." ~ 0 .s .st- :z. S6 .. @ /J. f'4~e 14 :21 10 2- S 5:z 1'10 I:. &~...... €J 1I"$TtJJG $ 17 :J:J S 6 0 SS :;t.'1?S" c t!) Plo"""~nt IV 35 5 0 0 oS,! ..37 S- .2S"O A; @ u"n IIDN :l.:Z :>-7.$ S l: oS cl 5'7.,. ...~.'1 :z.. 0' :2.. 50 '" '-i . _' WAC 1'36-130-040 pg. ~~~.~,.,... _ . ..,-Ap.rll11l,. :l.$lIU.. 0-1 ROADWAY STRUCTURAL CONDITION: Asphalt or L.B.S,T. (See 0-2 for Portland Cement Concrete.) ypes Of Distress 6. Rutting 7. Raveling 8. Corrugations 9. Alligator Cracking 10. Transverse Cracking 11. Longi tudinal 12. <,"'k!", \ 13. 9 perccnta e of Distress ~C5 + ~ I" reater 1 2 ~ ~ S "-' w. o <: .;l ?> !>. L\ L\ ~ ~ of e.~ / j)r";~"J'" 8\"0 l~ ph ...1: I "\\':a"~." (;,......1 ..:.~ ypes Of Ois.tress 14. Cracking 15. Raveling 16. 17. pumping 18. 19. 20. 21. ~ WAC 136-130-040 P9. 3 . . . .-----... ~"' '""'0' ~""..--w.l,,'.;'T,',~'\,~,'.....,~i:mrm-,.. ',., "... .,.,.,,' ,-Ap-r-i"I, 18. ,~&'" 'dC, . . ...~..-:.._.,.... '. STRUCTURAL CONDITION: PCC Pavements CSee 0-1 for Asphalt) De ree of Distress Percenta~_o( Distress - 5" ---r~:rO;t; !r:t + ~ i! 2 ROADWAY STRUCTURAL CONDITION RATING TOTAL: 01 .. .x ..:. :J E: ~ ~ (. '5 ~ ~ t.\ 50 . ~,."",', ,.." .'..':~B, , . NWR RAP RATING WORKSHEET , '>< ~ACll!IEUT . ,>, .. '. WAC 136-130-0"0 pg. " of " ROADWAY STRUCTURAL CONDITION: Gravel o~ tf~r~ 0-3 Types of Distress Degree of Distress Percentage of Distress 1-15% 31%+ 24. Heaving Slight 0 2 Moderate 1 3 Severe 2 4 25. Rutting Slight 2 Moderate 3 Severe 4 26. Potholing 1 2 2, 3 ;:~:~,~ 7 3" 4 27. 2 4 4 6 6 8 28. 2 4 4 6 8 10 29. Surfacing Quality 0 2 4 2 4 IS 6 8 10 ROADWAY STRUCTURAL CONDITION RATING TOTAL NOTE: Rate only those qualities which cannot 'be readily corrected by maintenance blading. ~ . ",~,:, , I'lWK Kill' KdLJr/!1 worksnllllL . ~,. . WA.C 136-130-04,0 Pg. 1 of 3 /' A. ROAD GEOMETRICS la. Existing Pavement Width (UpE) - _______ Design Pavement Width (WpDJ . ~ lb. Existing Shoulder Width (USE) a _______ Design Shoulder Width CWSD) D _______ ' Ie. [CUPD - WpE) + CWSD - USE)] x 2.5 D ~ . Rating Cmax. 20 pts.J _______ 2. Horizontal Alignment Good CO-3) fair C4-7) Poor C8-10) 3. Vertical A.llgnment Good CO-3) fair (4-7) Poor (8-10) 8. TRAfFIC ACCIDENTS GEOMETRIC RATING TOTAL: *4. Equivalent Property Damage Only Accidents, Three Year Average ~ Property Damage Only .!.!!.J!!.a f..ili! 19_ 19_ 19_ Subtotal ,.,- "X'"""b" "T2r Total: -:- 3 D _ -:- Length Cmiles)_._______ TRAfFIC ACCIOENT RATING: C. TRAFFIC VOLUME: **5. Current Est. AOT: Current Est. Truck AOT (if known): _______ TRAFfIC VOLUME RATING: 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . eNWR 0-3 ROADWAY STRUCTURAL CONDITION: Gravel Or 1f..,I) Types of Distress Degree of Distress Percentage of Distress 1-15% 16-30% 31%+ 24. Heaving Sl i ght 0 1 2 Moderate 1 2 3 Severe 2 3 4 25. Rutting Slight 0 1 2 Modera te 1 2 3 Severe 2 3 4 26. Potholing Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 27. Drainage Good 0 2 4 Fai r 2 4 6 Poor 4 6 8 28. Surfacing Depth Good 0 2 4 fai r 2 4 6 Poor 6 8 10 29. Surfacing Quality Good 0 2 4 fai r 2 4 6 Poor 6 8 10 ROADWAY STRUCTURAL CONDITION RATING TOTAL NOTE: Rate only those qualities which cannot be readily corrected by maintenance blading. . Pr"t7"3 .. / . NWR RAP RATING WORKSHEET 0-3 ROADWAY STRUCTURAL CONDITION: Gravel or Earth Types of Distress 24. Heaving 25. Rutt i ng 26. Potholing 27. Drainage 28. Surfacing Depth 29. Surfacing Quality Good 2 Fair Poor 2 4 2 4 2 4 4 8 6 10 6 10 3 3 ROADWAY STRUCTURAL CONDITION RATING TOTAL NOTE: Rate only those qualities which cannot be readily corrected by maintenance blading. c ( <- - ,... -L.~ 1-../\..) D Co,-"".),'/" S".....~? <.-~1'ei~ -IJJDex.- A. ROAD GEO....' 61~1 '-S ..1., P..,vE'Me~-r f S~o.../dc.1C' WIDTH ..$. +fc~'"Z-Oo.JTA'" A L.., ~-v." c..<J'" <<< ~~~ ~~~i ~~cl . ~ VcJ2.."jI~A~ ALl '.\,v ........."-' T 8, TP-" F"F'I '- c::... IR.~, ""F' c:. D. RC~v.Jt-'1 J, SU,.. -I=A'-C- c<... A'-? b. p,-,- 'l.. BMlc a'. D~A/;...) "60 e E. C I...k~~1 {: Lr-f,4J"-I A~'i;:,,,J$ Va h.u""e ::;:re......c...TUf~..AL- ,"OND,T'O.u t:::.oMI.i'i""..., $ o v-' L-\~'51 ",. Sr,;e...T/O,..., ,... pi:1.", -:::::<., I D""4.JTI ;'/' ~I(:J..... ~ v.;O.<.O::.. ':: tf",er l2'E''-'''e APi?/ L 16,/'18 R-~ WCl~1<: SIfEEi'/ 1<'1,,><. , 1=>1"5. ~ ,.T... 2."0 /0 10 LE... toT.. ....!.E.... 1'>/-;' ~ 'P TS :z...a IU 10 L .4 .1 I. D. ROADilAY STRUCTURAL CONDITION: (Maximum 40 points) I. Surface Conditions: (Maximum ~O points) a. ACP or LBST Types of Distress De ree of Distress Percen ta e of Distress - 15% 16 - 30% 31% + Rutting Sl ig t k' to J, 0 1 2 . Modera te 3-." to, 1 " 2 3 Severe Grea ter 1" 3 4 Raveling Slight ~u to lz" I 2 3 Moderate 3-." to 1" 2 3 4 Severe Grea ter 1" 3 4 5 Corrugations Slight 5% to 10% 1 2 3' Moderate 10% to 15% 2 3 4 Severe more than 1 5% 3 4 5 All igator Sl ight Less 1/8" 1 2 4 Cracking Moderate 1/8" to 1/4" 4 5 Severe l.;:"or, rea ter 4 5 7 Transverse Slight Less 1/8" of 1 2 1 2 3 I 2 3 Cracking Moderate 1/8"to 1/4" 2 3 2 3 4 2 3 4 Severe J.a"or rea ter 2 3 4 3 4 5 3 4 5 Longitudinal Slight Less 1/8" 0 1 2 1 2 3 1 2 3 Cracking Moderate l/8"to 1/4" 2 3 2 3 4 2 3 4 Severe l.;:"or reater 2 3 4 3 4 5 3 4 5 Patching Sl ight 0 I 2 Moderate 2 3 Severe 3 4 Flushing' Slight Bleeding 2 3 r10dera te Cou rse Agg. 3 4 Severe Sl ick 4 5 Roadway Surface Condition Rating: .;.;(, RAP Rating: l i I .i 2!: . b. PCC PAVEMENTS Types of Distress Deg ree of Distress percent~ge of Distress - 5% 16.. 30 31'+ Crack i ng 1-2 Panel Lengths 2 4 3-4 Panel Lengths 4 6 4+ Panel Len ths 4 6 8 Raveling Sl ight 0 1 2 Moderate I 2 3 Severe Joint Spalling 1/8" to I" 1 2 4 1 II to 311 2 4 6 3"+ 8 Pumping Slight 0 2 Moderate Severe 2 2 3 Blowups No ./Mil e I 2 3 Faulting 1/8" to 1/4" 1 3 5 1/4" to 1/2" 4 1/2"+ 3 5 7 Patching Less than 5% Panel 0 1 2 6 to 25% of Panel 2 More than 25% of. Panel 2 2 Pavement Wear Less than 1/4" 0 I 3 1/4" to 1/2" 4 More than 1 /2" 2 5 Roadway Surface Condition Rating: ~ 2, RAP Rating: 2, Base Section Deficiency of D% = Dd-De "ll'd" (Maximum 10 points) Design Depth 0% Dd = Design depth De = Existing depth 0' 0% 25% 35% 50% 6 % 5% 87% 100% Pts. '.\. t. 7 8 9 10 Base Sect ion Rating: ._..~---_. --."--...- 3. Ora inage: (Maximum IOpoints) Good Opts. Adequate .'3 pts. Fa Ir 6 pts. Poor a pts. Very Poor /0 pts. Drainage Rating: ROADWAY STRUCTURAL CONDITION RATING: ATTACHMENT "A" NWK K/W KI\ I j Nl:o WUI(I\~fjl:.t. I WAC 136-130-040 pg. 2 of . . ,. . WHATCOH COUNTY April 18, 1984 D-1 ROADWAV STRUCTURAL CONDITION: Asphalt or L.B.S,T. (See 0-2 for Portland Cement Concret~.) 6 r " VJ .c. " ~ + t.l ~ 10 f? '-I '" o.t :!o ypes Of Distress 6. Rutting 7, Rave ling 8~ Corrugations g. Alligator Cr.acklng 10. Transverse Cracking 11. Longl tudlna 1 Crackll!g 12. Patching 13. flushing Percenta e of Distress 1" re ter a ROADWAY STRUCTURAL CONDITION RATING TOTAL: ':IT :In.,,,, 0"'\1 ...c.l~\o"\1 t. p,,,.......,,\ ,~.f..... ...... "'-"'I. "3 pI'" (i?:.vJl:t1, F\u.~";ti) :t.;"",,, '"'''S C"",b:"""~I",,, "....~~ - '-I ph ( f"'......~....t I ..;dr.<., \''''l><l.. I c.I""":"'i:1~ \ (R.....\-\..."(l I T~.."'......./I."'ill\...I......t P'JtJ..: 0 ') 1.\-..."" . '.. 5u.,..... \ia- of. e.=--.. / i)......~..J... prolol<_. - 8\... IUph (CO.....U.."I""'t , q\t~..~... c.~....",.,"'J " . NWR RAP RATING WORKSHEET WAC 136-130-040 pg. 3 of 4' .. -, .... ATTACHMENT "B" WHATCOM COUNTY April 18, 1984 D-2 ROADWAY STRUCTURAL CONDITION: PCC Pavements (See D-1 for Asphalt) ., , ~ ypes Of Distress De ree of Distress Percent a e of Distress j):""':rO + 14. Cracking ~ 15. Raveling ~ 16. Joint Spall1ng 1" - 3" 3" + <.. 17. Pumping 19ht Moderate Severe '5 18. Blowups o. ~ 19. faulting 1/2" p, 20. Patching 21. <1 Pavement Wear :!> .:. " E: ROADWAY STRUCTURAL CONDITION RATING TOTAL: . ATTACHMENT "c" . 0-3 ROADWAY STRUCTURAL CONDITION: Gra ve 1 0" - {i"" Ii Types of Distress Degree of Distress Percentage of Distress 1-15% 16-30% 31%+ 24. Heaving Slight 0 1 2 Mode ra te 1 2 3 Severe 2 3 4 25. Rutting - Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 26. Potholing Slight 0 1 2 Moderate 1 2 3 . Severe 2 3 4 27. Drainage Good 0 2 4 Fair 2 4 6 Poor 4 6 8 28. Surfaci ng Depth Good 0 2 4 Fair 2 4 6 Poor 6 8 10 29. Surfacing Quality Good 0 2 4 Fair 2 4 6 Poor 6 8 10 ROADWAY STRUCTURAL CONDITION RATING TOTAL NOTE: Rate only those qualities which cannot .-be readily corrected by maintenance blading. 0 >w . . "'0 UJ z- ::lu. '":~ Ob ou. M I NUT E S ~ 00 .- ZI1l NORTHWEST REGION RURAL ARTERIAL PROGRAM MEETING j.!J c:> 00: N I1IIil t) cr: April 18, 1984 ~ O:Z cc w- , ~,J u.Cl u.Z MOUNT VERNON, WASHINGTON WW '"') The Northwest Region RAP Engineers met.in the Skagit County kdministration Building to review project rating criteria with a particular emphasis on the structural rating. Those in attendance included, in order of appearance: Gene Unger, Clallam County, who showed up one hour and forty minutes early,'. obviously turning over a new leaf when comparing this to his historical perfor- mance; Brian Shelton, Jefferson County, who was thirty minutes early to the building but ten minutes late to the meeting as a result of careful planning; Roy Allen and Lew Legat, Island County, who once again came prepared and ready for business; Doug Mattoon, San Juan County, who finally came prepared to give some input for a change; Ed Henken, Whatcom County, who was able to get his staff.to put his proposal in final form for him since he didn't know what it said at the last meeting; and Gene Sampley,and.Robin LaRue, 'Skagit County, who collectively couldn't figure out why we needed to make any changes in the first place. Enzo Loop, Kitsap County, did not attend because he is still upset that he did not get to buy everyone's lunch at the last meeting. The primary purpose of the meeting was fulfilled when refreshments consisting of fresh pastries, apple juice, and coffee were provided by the host who wore light brown slacks, a white short-sleeved shirt, a dark brown pull-over sweater, light brown socks, and brown shoes. Roadway structural condition worksheets were submitted by Whatcom County, Island County, and San Juan County (for gravel and earth only), and the majority of the meeting was committed to bringing to a conclusion this item of the overall rating system. Considerable discussion focused on the effects of a recent seal coat on a roadway's rating, and it was Island County's position that the surface condition and base section should be separated. In their proposal, the surface condition would be rated the same as the previous roadway structural condition rating with a maximum of 20 points with t.he base section rated similar to the method used by the Southeast Region with a maximum of 10 points; drainage would receive the additional 10 points on a scale of good to very poor.reaulting in a total of 40 points for the roadway's structural condition element. Whatcom County presented a philosophy that drainage should be considered within' the items rated under structural condition with a redistribution of points as shown on their handout identified as Attachment "A" to this summary. The philosophy for point distribution was as follows: 1. If an item related only to pavement surface (raveling and flushing) -- maximllm 3 points. 2. If an item has a combination problem including pavement, ride, base, and drainage (rutting, transverse/longitudinal crscking, patching) -- 4 points. 3. If an item is an indicator of bsse/drainage problems (corrugations, alligator cracking) -- 8 to 10 points. . ATTACHMENT "A" NWK K/\I' KA I Wlo WUIII\~lll:.t I WAC 136-130-040 pg. . ' WHATCOM COUNTY April 18. 1984 0-1 ROADWAY STRUCTURAL CONDITION: Asphalt or L.B.S,T. (See D-2 for Portland Cement Concret~.) 6 [ " VJ .c. " ~ + t.l ~ 10 f? '-I '" o.t ~ ypes Of Distress 6. RuttIng 7. Raveling 8. Corrugations g. A 111gator Cracking 10. Transverse Crack Ing 11. Longl tudlnal Crack l!1g 12. Patching 13. flushing Percenta e of Olstress ter a 1/4" re t r 8' to 1/4" r r ROADWAY STRUCTURAL CONDITION RATING TOTAL: 'I.r :\~"" 0-..\1 .-c.l..t.'\1 t. p"'........,,\ w.f..... ...... "'1.""_ "3 pI'" (i?:.vJl:i:l' F\u.~":ti') 1';"", "'-"s c\tW\b;"""t,."", "....~~ - '-I ph (f'4"..~~t I ..;.1.<., Io"l><l.. I c.I~~:""'<:1.( \ (R.....H-.."(l ,'r~""""-/~"'il:t...I.."..(' ?.w.:O ') , 1.\..."" '.. s......... ..~- of. e.c:c..o. /i::lr...;.....J... pro1ol,,_. - 8~" IUp+. (Co~""u..h""'t , I\\t~..h, ,t~...r,.~"'J ATTACHMENT "B" NWR RAP RATING WORKSHEET WAC 136-130-040 pg. 3 of 4' . WHATCOM 'COUNTY April 18. 1984 D-2 ROADWAY STRUCTURAL CONDITION: PCC Pavements (See D-1 for Asphalt) ypes Of Distress 14. Crack i ng 15. Rave 11 ng 16. Joint Spa 11 ing 17. Pumpi ng 18. Blowups 19. faulting 20. Patching 21. Pavement Wear Percenta e of Distress j):""':rO + 2 3-4 1" - 3" 3" + 19ht Moderate Severe o. 1/2" ROADWAY STRUCTURAL CONDITION RATING TOTAL: ., ~ ~ i' E: ~ ~ <.. 5 ~ p, <1 :!> . ATTACHMENT "c" . D-3 ROADWAY STRUCTURAL CONDITION: Gra ve 1 0" {i""IJ Types of Distress Degree of Distress Percentage of Distress 1-15% 16-30% 31%+ 24. Heaving Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 25. Rutting Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 26. Potholing Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 27. Dra i nage Good 0 2 4 Fair 2 4 6 Poor 4 6 8 28. Surfacing Depth Good 0 2 4 Fair 2 4 6 Poor 6 8 10 29. Surfacing Quality Good 0 2 4 Fair 2 4 6 Poor 6 8 10 ROADWAY STRUCTURAL CONDITION RATING TOTAL NOTE: Rate only those qualities which cannot --be readily corrected by maintenance blading. ~ ,-~ . NWII 1(1\1' 11/\ 11Nl.o WUI("~III:.L I ~C 136-130-040 pg. 2 of 3 WHATCO~I COUNTY April 18, 1984 0-1 ROADWAY STRUCTURAL CONDITION: Asphalt or L.B.S.T. (See 0-2 for Portland Cement Concrete.) Types Of Distress 6. Rutt Ing 7. Raye 11 ng a. Corrugations g. Alligator Cracking 10. Transverse Cracking 11. Longitudinal Cracking 12. Patching 13. flushing Percenta e of Distress ~ ~ VJ .... " ~ + '-1 ~ 10 g '" '-I o.t ~ l/Z" - 1" I" or r t r ter S" 114M re t r " ROADwAY STRUCTURAL CONDITION RATI~G TOTAL: :I:.(' ;t""" .,...11 rc.l4\-;\1 t. p<N<"""""~ ,~.{.... ..., "'\A~, 3 1'\-'. ('i?<.vJl;"a, Flu.$":~i) :t"CW1 ..". c\tW\b,,,,,,,..,,,,, ,,~b~ '-I pI-, (f"'....~~....t I ":.\'-, b,,~... I c.I.":""';J~ \ (R.......\+~"J I -r~"......,..../Looa...I"",o.(I l>4t,,,:'d ') I\~"" ''.> 5\A.~-L ~~J""" e(.' e.,.u;.Ai.. / r)r"..~..,')'- pr....'._' - 8\-~ IUI,1. Q:O.....U4...~""~ I f\\l,~,,\-", c.<"~~:"J . . .....WR RAP RATING WOIU,SHEET ~C 136-130-040 pg. 3 of 3 WHATCOM COUNTY April 1B, 19B~ D-2 ROADWAY STRUCTURAL CONDITION: PCC Pavements (See D-l for Asphalt) ~ , ~ 1; l:: Types Of DIstress 14. Cracking 15. Ravel ing 16. Joint Spall ing 1" - 3" 3" + 17. Pumping ght Moderate Severe lB. Blowups o. 19. fau 1 t ing 1/2" 20. Patching Panel 21. Pavement Wear e of DIstress + ~ ~ !... '5 ." p, '\ :!> ROADWAY STRUCTURAL CONDITION RATING TOTAL: I~D COUNTY SUGGESTED RAP WORKSH~ INDEX A. ROAD GEOMETRICS 1. Pavement Width ID 2. Shoulder Width ~ 3. Road Bed Width 5' 4. Horizontal Al ignment /0 5. Vertical Al ignment (0 B. TRAFFIC ACCIDENTS C. TRAFFIC VOLUME D. ROADWAY STRUCTURAL CONDITION 1. Surface Conditions a. ACP or LBST or b. Gra ve 1 or Ea rth or c. PCC II. SU-l'farp Type III. Subsurface Conditions a. Base Section [81 b. Structural Settlements [4) c. Structural Failures [4) IV. Dra inage E. PROJECT IDENTIFICATION F. WORKSHEET RECAP (10) (5)_ (16) (g} Maximum Points 40 10 10 40 LIO . .1 and Co un ty Suggested Worksheet R RAP Rating Worksheet WAC 136-130-040 Pg. 1 of 5 A. ROAD GEOMETRICS: (Maximum 40 Points) RATING *1. Pavement Width (- Good (1-3) . Fair (4-7) , Poor (8-10) **2. Shoulder Width (- Good (1-2) . Fa ir (3-4), Poor (5) ***3. Road Bed Ivi dth (- Good (1-2) . Fair (3-4). Poor (5) 4. Horizontal Alignment Good (1-3) . Fair (4-7) . Poor (8-10) 5. Vertical Alignment Good (1-3) . Fair (4-7) . Poor (8-10) GEOMETRIC RATING TOTAL: ' GEOMETRICS RATING TABLE ADT <400 400-2000 >2000 *Pavement Wldth ft. **Shoulder Width ft. ***Roadbed Wi dth ft. ood alr Poor 00 Falr oor 00 alr Poor 20+ 18-20 <18 4+ 2-4 <2 28+ 24-28 <24 22+ 20-22 <20 6+ 4-6 <4 34+ 30-34 <30 24+ 22-24 <22 8+ 6-8 <6 40+ 36-40 <36 Horizonta & Vertlca A 19nment, desi n spee s , Goo a 1 r Poor >40 mph .( 40-25 mph < 25 mph *based on minimum stopping sight distance C. TR~,rFIC VOW'IE: (Hal( i.1 Of points) ++7. Current Estimated ADT: \ ACC I DENT ,TRAFFIC VOLUME RATING:. AND TRAFFIC RATING TABLE RAP Ra t i ng ++Average Da il y Traffic (ADT) +Equ iv. Property Damage Only Accidents/Mile 0-2 0 I - 50 2 - 4 1 50 - 100 4 - 6 2 100 - 25D 6 - 8 3 250 - 500 8 lD 4 500 - 750 10 - 12 5 750 - 1000. 12 - 14 6 1000 - 1250 14 - 16 7 1250 - 1500, 16- 18 8 1500 - 2000 18 - 20 9 2000 - 2500 20+ 10 2500+ D. ROAD:.IAY STRUCTURAL CONDITION: It1~1.~~~~:4clT~6irit~)~ 1. Surface Conditions; (Ma,xiniurnlOpoints) a. :ACP or LBST Types of Distress De ree of Distress Rutting Sllght ~ to ~ r'loderate ~" to. 1" Severe Greater 1" Raveling 1ight~" to ~" ~ oderate ~" to 1" C evere Grea ter 1" Corrugations ~li9ht 5% to 10% lodera te 10% to 1 5% $> Severe more than 15% Alligator Slight Less 1/8" Cracking Moderate 1/8" to 1/4" Severe )."or rea ter TI"anSVerse Slight Less 1/8" 0 1 Crack ing r~odera te 1/8"to 1/4" 2 Severe l."or greater Longitudinal SI ight Less 1/8" 0 Cracking Moderate 1/8"to 1/4" Severe ':i"er reater PatChing Slight 0 /oIoderate Severe Flushing Slight Bleeding 1 Hoderate Course Agg. 2 Severe Sl ick Percenta e of Distress - 15% 16 - 30% 31% + o I 2 3 4 3 4 5 3, 4 5 4 5 7 1 2 3 234 345 1 2 3 234 3- 4 5 2 3 I 2 3 4 2 5 1 2 3 234 345 1 2 3 2 4 345 1 3 2 3 4 2 3 4 2 Roadway Surface Condition Rating: .;- 4, RAP Rating: 4 3 4 2 3 '3 4 . Island County Suggested Worksheet NWR ~Rating Worksheet WAC 1~130-040 pg 4 of ~ III. Subsurface Condition: (Maximum .16 points) a. Base Section (Maximum 8 pOints) Deficiency of Design Depth D% D% = Dd-De Dd = Design depth De = Existing depth liCI D% 0% 25% 35% 50% 67% 75% 87% 100% Pts. 0 2 3 4 5 6 7 8 Base Section Rating: b. Structural Settlement (r~aiimum'4 points)' De ree of Distress Percenta e of Distress 1 - 15% 1 6 - 30% 30%+ 2 3 4 Slight Modera te Severe <2'.'/50 L.F. .3-4"/50 L.F. -:>4"/50 L. F. 1 2 3 o 1 2 c. Structural Failures*: Structur.al Settlement Rating:' (Maximum 4 points)! De ree of Distress Percenta e of Distress 1 - 5% 0 0 + Sl i ht Modera te Severe o 1 2 1 2 3 2 3 4 Structural Failures Rating: *Structural retainment required due to: a) mass waste, b) erosion, c) existing structure failure, d) active slip plane. IV. Orainage: (Maximum 9 points) Good Opts. Ade uate 2 pts. Pair 5 pts. Poor 7 pts. Ver Drainage Rating: ROADWAY STRUCTURAL CONDITION RATING: ~ . T~p~s of Dintres5 HOAUdA Y i;THUC'['UHI\L Go:IDI1'JON: Dc0ree of DiGtrcsG 16. Clll\CKmG J.'1. llAv"r.mG pee Pavement.s l-? Panel I,f:nhthn 3-/~ Pntu,l IJcl\~~thn ~..!!:d-1~l:.tt:3 r; li.r:ht liodcr..!.tc --~:?_':::_~-'._.- -~...~._._.. 18. Jow'r :;PI\LI.ING 1/8" to 1" .1" to y' -~_....__._-- --.-- 19. PilllPING ;-n. nT.()l.'!I fl'S 2l. !"A liLT IIIG 22. PATCHING " 3. PA Vl':IIFl-I'I.' \! ":1\ R Slip;ht Hodcrate _!'~.~.~) . Pcrcentar;e of Diotreso 1-.1.'3 -J. 2 I,. l()- ~C\ ---;t'" 3.1.+ ~-- (, i:l (, 012 -'-'J:-- .--.-;.,--. _n. ~=:. __=-..__r~ :::-...i!__---2_ 1 ., r.- --2.____ o 1 2 ---:i- ~-- ~- -~- ;, .-.::....)-:=-.- .__.t.!..~;/ji~..~.c_._______._.__.J:_._ _._?,. ..______..2- ____ l/B" to 1/1tll 1/1,11 to 1;,.~1I --.!/21'+____.__._ 1. \ 3 z. <; . -';"--'i:- .. - ...,.... ~-' --.(, no Co .=]-.-- :-~r-c;- :-:''/---' J..C:.;r. tllo'1n l);~ of 1'..u10.1 f') lJ 1._ ._.2 2- 6 to ~:l~~ or Panel :I. r 2 2.. 3.:; __!.!.!2r_~I_I~~~,~ Z.~':~~l.l: J~~~I:!.l_.__. ~=~~__~ __:C~:?_ ~1..~_ T'''':''ir. 1:.''''11 .1./11" 1/'>" Lo 1/?''' narc thnu ].e~_ 001132- .1. I ..---.;to_-;- --'.~ l-;L ~ J.. -',-'3 1l0A11,.It\Y :~'I'IWC'l'lmM, r:OrlDITIotl Tl^TING TerrAL . . ;~{ '.,l;, \ . -2. 'A' . A. ROAD GEOMETRICS: 1. [(Wp~ - WPa) + (Wsd - Wsa)J X 2.5 = Pavement Width: Actual = Wpa, Design = WPd Shoulder Width: Actual = Wsa, Design = WSd 2. Horizontal Alignment Good (1-3), Fair (4-7), Poor (8-10) 3. Vertical Alignment Good (1-3), Fair (4-7), Poor (8-10) GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS: +6. Equivalent Property Damage Only Accidents, Three Year Average ~ Property Damage Only Iniury Fatal 19_ 19_ 19_ X 1 X 6 X 25 Total = .. 3 = + Length (miles) = C. TRAFFIC VOLUME: TRAFFIC ACCIDENT RATING: ++7. Current Estimated ADT: TRAFFIC VOLUME RATING: ACCIDENT AND TRAFFIC RATING TABLE NOTE: Use truck count or A.D.T. whichever is hi her ratin +Equivalent Property Damage R.A.P. R.A.P. ++Average Daily Only Accidents/Mile Rating Rating Traffic (ADT) o - 2 0 0 1 - 50 3 - 4 1 1 50 - 100 5 - 6 2 2 100 - 250 7 - 8 3 3 250 - 500 9 - 10 4 4 500 - 750 11- 12 5 5 750 - 1000 13- 14 6 6 1000 - 1250 15 - 16 7 7 1250 - 1500 17 - 18 8 8 1500 - 2000 19 - 20 9 9 2000 - 2500 20+ 10 10 2500+ (0-20 Points) Average Daily Truck Traffic 1 - 5 5 - 10 10 - 25 25 - 50 50 - 75 75 - 100 100 - 125 125 - 150 150 - 200 200 - 250 Over 250 . A. ROAD GEOMETRICS: 1. [(WPd - WPa) + (Wsd - Wsa)l X 2.5 = Pavement Width: Actual = Wpa, Design = WPd Shoulder Width: Actual = Wsa, Design = WSd 2. Horizontal Alignment Good (1-3), Fair (4-7), Poor (8-10) 3. Vertical Alignment Good (1-3), Fair (4-7), Poor (8-10) GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS: +6. Equiva:ent Property Damage Only ACCidents, Three Year Average ~ Property DamaRe Only Injury ~ 19_ 19_ 19_ Xl X 6 X 25 Total = ... 3 + Length (miles) = C. TRAFFIC VOL~IE: TRAFFIC ACCIDENT RATING: ++7. Current Estimated AnT: TRAFFIC VOL~lE RATING: ACCIDENT AND TRAFFIC RATING TABLE NOTE: Use truck count or A.D.T. whichever is hi her +Equivalent Property Damage R.A.P. R.A.P. Only Accidents/Mile Rating Rating 0- 2 0 0 1 - 50 3 - 4 1 1 50 - 100 5 - 6 2 2 100 - 250 7 - 8 3 3 250 - 500 9 - 10 4 4 500 - 750 11 - 12 5 5 750 - 1000 13- 14 6 6 1000 - 1250 15 - 16 7 7 1250 - 1500 17 - 18 8 8 1500 - 2000 19 - 20 9 9 2000 - 2500 20+ 10 10 2500+ (0-20 Points) Average Daily Truck Traffic 1 - 5 5 - 10 10 - 25 25 - 50 50 - 75 75 - 100 100 - 125 125 - 150 150 - 200 200 - 250 Over 250 . Reg. County NORTHWEST/SOUTHEAST/SOUTHWEST REGION RAP PROJECT PROSPECTUS (WAC l36~160-020) IDENTIFICATION: Road Nauie: County Road Log" 1/ Fed. Funct~onal Class: Project Termin~: DESCRIPTION OF PROPOSED IMPROVEMENT: Proposed Starting Date: Anticipated Complet~on: Estimated Total Cost: RATA Funds Requested:* * RAP FundIng s~all not be requested or approved for right of way acquis~t~on or preliminary engineering. INITIAL PROJECT PRIORITIZATION Condition Rated Regional RAP Project ~ Rating Structural 40 Geometric 40 Traffic Volume 10 Traffic Accidents 10 Functional Classification Bonus 5 Points for Major Collector TOTAL SIGNATURES REQUIRED RAP Project prospectus prepared under the supervision of Signature or County Engineer/Date RAP Project prospectus submitted to CRAB with the approval of Signature of Chairman of Board or County Executive/Dl1to ROAD GEOMETRICS: ~ . 1. Pavement Width (- 2. Shoulder Width (- 3. Roadside Drainage 4. Horizontal Alignment 5. Vertical Alignmenc Functional (0), Minor Def. (3). Major Def. (5) Good (1-3), Fair (4-7), Poor (8-10) Good (1-3), Fair (4-7), Poor (8-10) GEOMETRIC RATING TOTAL: WIDTH (10 Po in ts Max.) SHOULDER WIDTH (5 ~~ints Max.) ~18/l0 < 20/10 <22/10 ADT .(.400 400-2000 > 2000 Shoulder Width (ft.)/Points ~'{t10 '''2/3 :> 610 4/3 ~ 8/0 6/3 ;, TRAFFIC ACCIDENTS: +6. Equivalent Property Damage Only Accidents, Three Year Average ~ Property DamsRe Only Injury. Fatal 19_ 19_ 19_ X 1 X 6 X 25 Total ~ ~ 3 J:I + Length (miles) ~ TRAFFIC ACCIDENT RATING: TRAFFIC VOLUME: ++7. Current Estimated ADT: TRAFFIC VOLIDlE RATING: ACCIDENT AND TRAFFIC RATING TABLE NOTE: Use truck count or A.D.T. whichever is hi her ratin +Equivalent Property Damage R.A.P. R.A.P. ++Average Daily Only Accidents/Mile Rating Rating Traffic (ADT) Average Daily Truck Traffic 0-2 0 0 1 - 50 3 - 4 1 1 50 - 100 5 - 6 2 2 100 - 250 7 - 8 3 3 250 - 500 9 - 10 4 4 500 - 750 11 - 12 5 5 750 - 1000 13 - 14 6 6 1000 - 1250 15 - 16 7 7 1250 - 1500 17 - 18 8 8 1500 - 2000 19 - 20 9 9 2000 - 2500 20+ 10 10 2500+ 1 - 5 5 - 10 10 - 25 25 - 50 50 - 75 75 - 100 100 - 125 125 - 150 150 - 200 200 - 250 Over 250 . D. ROADWAY STRUCTURAL CONDITION: Asphalt or L.B.S.T.(See D-2 for Portland Cement Concrete.) Types of Distress De ree of Distress Percenta e of Distress 11 - 15% 116 - 30% 31% + I I 8. RuCting . Slight ~u _ I:a" 0 , 1 2 Moderate 1:1" - 1" 1 2 3 Severe Greater 1" 2 3 4 9. Raveling Slight ~.. - 1:1" 1 2 3 Moderate 1:1" - 1" 2 3 4 Severe Greater 1" 3 4 5 10. Corrugations Slight 5% - 10% 2 3 Moderate 10% - 15% 2 3 4 Severe more than 15% 3 4 5 11. Alligator SlighC Less 1 8" 1 2 4 -- Cracking Moderate 1/8" - .." 2 4 5 Severe J,ft or reater 4 5 7 12. Transverse Slight Less 1 8" 0 1 2 1 2 3 1 2 3 Cracking Moderate 1/8" - .." 1 2 3 2 3 4 2 3 4 Severe ~n or reater 2 3 4 3 4 5 3 4 5 13. Longitudinal Slight Less 1/8" 0 1 2 1 2 3 , 1 2 3 Cracking Moderate 1./8" to " 1 2 3 2 3 4 2 3 4. Severe ~It or reater 2 3 4 3 4 5 3 4 5 14. Patching Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 15. Flushing Slight Bleeding 1 2 3 Moderate Course Agg. 2 3 4 Severe Slick 3 4 5 ROADWAY STRUCTURAL CONDITION RATING TOTAL: E. PROJECT IDENTIFICATION: F. WORKSHEET RECAP: A. GEOMETRIC RATING TOTAL B. TRAFFIC ACCIDENT RATING C. TRAFFIC VOLUME RATING D. STRUCTURAL RATING TOTAL TOTAL NWR RAP WORKSHEET RATING . ~ RATING WORKSHEET WAC 136-130-070 Pg. 3 of 3 0-2. ROADWAY STRUCTURAL CONDITION: PCC Pavements (see Pg. 2 for Asphalt) Types of Distress Degree of Distress Percentage of. Distress 1-15 16-30 31+ 16. Cracking 1-2 Panel Lengths 1 2 " 4 3-4 Panel Lengths 2 4 6 . 4+ Panel Len ths 4 6 8 17. Raveling Slight 0 1 2 Moderate 1 2 3 Severe 2 2 3 18. Joint Spalling 1/B" - 1" 1 2 4 1" - 3" 2 4 6 3"+ 4 6 8 19. pwnping Slight 0 1 2. Moderate 1 2 3 Severe 2 2 3 20. B10wups No./Mile 1 2 3 21. Faulting l/B" - 1/4" 1 3 '5 1/4'" - 1/2" 2 4 6 1/2"+ 3 5 7 22. Patching Less than 5% of Panel 0 1 2 6 to 25% of Panel 1 2 3 More than 25% of Panel 2 2 3 23. Pavement Wear Less than 1/4" 0 1 3 1/4" - 1/2" 1 2 4 More than 1/2" 2 3 5 ROADWAY STRUCTURAL CONDITION RATING TOTAL NOTE: Use Bottom of Pq. 2 for worksheet recap. ROAD GEOMETRICS: 1. [(WPd - WPa) + (Wsd - Wsa) J X 2.5 = Pavement Width: Actual = WPa, Design = l~Pd Shoulder Width: Actual Wsa, Design = WSd 2. Horizontal Alignment Good (1-3), Fair (4-7), Poor (8-10) 3. Vertical Alignment Good (1-3), Fair (4-7), Poor (8-10) GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS: +6. Equivalent Property Damage Only Accidents, Three Year Average Year Property Damage Only Injury ~ 19_ 19_ 19_ Xl X 6 X 25 Total .,. 3 = ... Length (miles) TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: ++7. Current Estimated ADT: TRAFFIC VOLlJlolE RATING: ACCIDENT AND TRAFFIC RATING TABLE NOTE: Use truck count or A.D.T. whichever is hi her ratin +Equivalent Property Damage R.A.P. R.A.P. ++Averagc Daily Only Accidents/Mile Rating Rating Traffic (ADT) o - 2 0 0 1 - 50 3 - 4 1 1 50 - 100 5 - 6 2 2 100 - 250 7 - 8 3 3 250 - 500 9 - 10 4 4 500 - 750 11- 12 5 5 750 - 1000 13 - 14 6 6 1000 - 1250 15 - 16 7 7 1250 - 1500 17 - 18 8 8 1500 - 2000 19 - 20 9 9 2000 - 2500 20+ 10 10 2500+ (0-20 Points) Average Daily Truek Traffic 1 - 5 5 - 10 10 - 25 25 - 50 SO 75 75 - 100 100 - 125 125 150 150 200 200 - 250 Over 250 ~+,...C+-t.oJ:). P.o." ,; . '" . ;;(0 ph, St...(.f~(" ..!.. ~ , ") ('" ,. Ko'd, de5:,~~r< ~ ',:,> p+ s "Dro:" :;.::"'- -' " --- " ......., ~' ~ 1~! ., , 0' {D S"~~.C'" o -J 4.; ~! ~~ (.>< I ~ : '-:;-r! ./ v ! j/" : : I 2- i 0'/;,1 .2%: I Iv 1,/ 1'/ I I 01 V I ::z.i R\&.s:. ']),(""Cl';"'0-"- o I ?/~ 3: ;%1 I 61 i ~ i 10 ~ '- i":;;. v ~ -;:. '- --;:-- '-- ~-:, ~ ~ , ,< " ~ ~ .J"'" J'f""OI ~' /I'! v 'j/" 1,/ i \",! s , , ,/ \",1 (' I i 1'/,1 I ~ I ~ 3 "1 '-' ':l i:! t c:. 2\ V:;. Cj 1/3 '1 V.3 . A. ROAD GEOMETRICS: . PAVEMENT WIDTH (10 Points Max.) SHOULDER WIDTH (5 Points Max.) .. :~. , . ADT Pavement.W:!;dth . (ft. )/Points ADT Shoulder.Width (ft.)/Points ,< 400 'V"5..fH-/4 1916 18/8 <18/10 ~ 400 ~4/0 3/1 2/3 < 2/5 400-2000 22+/4 21/6 20/8 < 20/10 400-2000 ~6/0 5/1 4/3 -< 4/5 > 2000 24+/4 2316 22/8 < 22/10 > 2000 ~ 8/0 7/1 6/3 < 6/5 1. 2. 3. 4. 5. Pavement Widch .(- Shoulder Width (- Roadside Drainage Horizontal Alignment Vertical Alignment Functional (0), Minor. Def. (3)>> Major Def. (5) Good (1-3), Fair (4-7), Poor (8-10) Good (1-3), Fair (4-7), Poor (8-10) GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS: +6. Equivalent Property Damage Only Accidents, Three Year Average Year Property DamaRe Only .!!!.U!Ex . ~ 19_ 19_ 19_ Xl X 6 X 25 Total - + Length (miles) - -:- 3 ~ TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: ++7. Current Estimated ADT: TRAFFIC VOLmlE RATING: ACCIDENT AND TRAFFIC RATING TABLE NOTE: Use truck count or A.D.T.whichever is hi her ratin +Equivalent Property Damage R.A.P. R.A.P. ++Average Daily Only Accidents/Mile Rating Rsting Traffic (ADT) 0- 2 3 - 4 5 - 6 7 - 8 9 - 10 11 - 12 13 - 14 15 - 16 17 - 18 19 - 20 20+ 1 - 50 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500+ Average Daily Truck. Traffic 1 - 5 5 - 10 10 - 25 25 - 50 SO - 75 75 - 100 100 - 125 125 - 150 150 - 200 200 - 250 Over 250 NIIR RAP RATING WORKSHEET . ~ 136-130-040 Pg. 2 of 3 D. ROADWAY STRUCTURAL CONDI'rION: ;J\.Sphlilt . or L.B.S.T.(See D-2 for Portland Cement Concrete.) Types of Distress De ree of Distress Percenta e of Distress 1 - 15% 116 - 30% 31% + I S. Rutting Slight J,u _ I.J" 0 1 2 Moderate 1:111 - 1" 1 2 3 ..... Severe Greater 1" 2 3 4 9. Raveling Slight 1.&:" - ~'I 1 2 3 Moderate J,u - 1" 2 3 4 Severe Greater 1" 3 4 5 10. Corrugations Slight 5% - 10% 1 2 3 Moderate 10% - 15% 2 3 4 Severe more than 15% 3 4 5 11. Alligator Slight Less 1 8" 1 2 4 Cracking Moderate lIS" - ~" 2 4 5 Severe ~.. or reater 4 5 7 12. Transverse Slight Less 1/8" 0 1 2 1 2 3 1 2 3 Cracking Moderate lIS" - ~" 1 2 3 2 3 4 2 3 4 Severe 1,11 or reater 2 3 4 3 4 5 3 4 5 13. Longitudinal Slight Less 1/8" 0 1 2 1 2 3 I 1 2 3 Cracking Moderate 1/8" to " 1 2 3 2 3 4 2 3 4. Severe 1," or reater 2 3 4 3 4 5 3 4 5 14. Patching Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 15. Flushing Slight Bleeding 1 2 3 Moderate Course Agg. 2 3 4 Severe Slick 3 4 5 ROADWAY STRUCTURAL CONDITION RATING TOTAL: E. PROJECT IDENTIFICATION: P. WORKSHEET RECAP: A. GEOMETRIC RATING TOTAL B. TRAFFIC ACCIDENT RATING C. TRAFFIC VOLUME RATING D. STRUCTURAL RATING TOTAL TOTAL NWR RAP WORKSHEET RATING . . RAP RATING WORKSHEET ~.W~C 136-130-070 Pg. 3 of 3 "'D""2.. ROADWAY STRUCTURl\LCONDITION: PCC Pavements (see Pg. 2 for Asphalt) Types of Distress Degree of Distress Percentage o~ Distress 1-15 16-30 31+ 16. Cracking 1-2 Panel Lengths 1 2 ," 4 ,. 3-4 Panel Lengths 2 4 6 . 4+ Panel Len ths 4 6 S 17. Raveling SJ,ight 0 1 2 Moderate 1 2 3 Severe 2 2 3 IS. Joint Spalling l/S" - I" 1 2 4 lit _ 3" 2 4 6 3"+ 4 6 S 19. Pumping Slight 0 I 2, Moderate 1 2 3 Severe 2 2 3 20. Blowups No./Mile 1 2 3 21. Faulting l/S" - 1/4" 1 3 '5 1/4'" - 1/2" 2 4 6 1/2"+ 3 5 7 22. Patching Less than 5% of Panel 0 1 2 6 to 25% of Panel 1 2 3 More than 25% of Panel 2 2 3 23. Pavement Wear Less than 1/4" 0 1 3 1/4" - 1/2" 1 2 4 More than 1 2" 2 3 5 ROADWAY STRUCTURAL CONDITION RATING TOTAL NOTE: Use Bottom of Pg. 2 for worksheet recap. . ~Iand County Suggested Worksheet R RAP Rating Worksheet WAC 136-130-040 Pg. 1 of 5 A. ROAD GEOMETRICS: (Maximum 40 Points) ~ *1. Pavement Width ( - Good (1-3), Fa ir (4-7) , Poor (8-10) **2. Shoulder Width (- Good (1-2) , Fa ir (3-4) , Poor (5) ***3. Road Bed \,i dth (- Good (1-2) , Fair (3-4) , Poor (5) 4. Horizontal Alignment Good (1-3) , Fair (4-7) , Poor (8-10) _ 5. Vertical Alignment Good (1-3), Fair (4-7) , Poor (8-10) _ GEOMETRIC. RATING TOTAL: GEOMETRICS RATING TABLE ACT <400 400-2000 >2000 *pavement Wldth ft. **Shou er flldt ft. ***Roadbe Width ft. ood alr Poor 00 alr oor 00 alr Poor 20+ 18-20 <18 4+ 2-4 <2 28+ 24-28 -<24 22+ 20-22 <20 6+ 4-6 <4 34+ 30-34 <30 24+ 22-24 <22 8+ 6-8 <6 40+ 36-40 <36 Horizonta & Vertlca A 1 nment, des; n spee s* Goo alr Poor >40 mph "40-25 mph .::: 25 mph *based on minimum stopping sight distance B. TRAFFIC ACCIDENTS: (Maximum 10 points) +6. Equivalent Property Damage Only Accidents, Three Year Average Year Property Damage Only Injury filiL 19_ 19_ 19_ x X 6 X 25 Total' _7- 3 D 7- Length (miles) TRAFFIC ACCIDENT RATING: 'C. TRAFFIC VOLU/.IE: (l'laxi.10jPoints) ++7. Current Estimated AOT: Island County Suggested Worksheet NWR . Rating Worksheet pg J of 2- +Equ iv. Property 'Damage Only Accidents/I.1i1e \ ACCIDENT AND TRAFFIC RAP Ra t i ng TRAFFIC VOLUME RATING: RATING TABL ++Average Daily Traffic (ADT) 0-2 2 - 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20+ o 1 2 3 4 5 6 7 8 9 10 1 - 50 50 - 1 DO 100 - 250 250 - 500 500 - 750 750 - 1 000 , 1000 - 1250 1250 - 1 500 ' . 1 500 - 2000 2000 - 2500 2500+ D. ROADVlAY STRUCTURAL CONDITION: ~;:m~'~Im~~::1:Q'2p.;;rotir:d I. Surface Conditions: (r1aximum ;0 points) a. ACPor LBST Types of Distress De ree of Distress Percenta e of Distress - 15% 16 - 30% 31 % + Rutting S 19ht k' to l,; 0 1 2 . Modera te I." to 1" 2 3 Severe Greater 1" 4 .r,~.....:Y Ravel ing Slight ~II to ~II 2 3 '". (corrUgations floderate l,;" to 1" 3 4 Severe Greater 1" 3 4 5 Slight 5% to 10% 1 2 3' 1M' Moderate 10% to 15% 3 4 Severe more than 15% 3 4 5 ,;'c.Y' A 11 i ga tor Slight Less 1/8" 1 2 4 Cracking Moderate 1/8" to 1/4" 5 Severe l;t"or rea ter 5 7 )_,.c....z.; Transverse Slight Less 1/8" 0 1 2 1 2 3 1 2 3 '-' Cracking 110dera te 1/8" to 1 /4" 2 3 2 3 4 2 3 4 Severe 14"or rea ter 2 3 5 3 4 5 y,)..~.v Longitudinal Slight Less 1/8" 0 2 1 3 1 2 3 Crack ing Moderate 1/8"to 1/4" 2 4 2 3 4 Severe '4"or greater 2 4 3 5 3 4 5 Pa tch i ng Slight 0 2 Modera te Severe 2 3 4 ,. tl(-I"~~ Flushing Slight Bleeding 1 2 3 f10dera te Course Agg. 2 3 4 Severe Sl ick Roadway . Island County Suggested Worksheet NWR Ra..Rating Worksheet WAC 1~30-040 pg 4 of ~ III. Subsurface Condition: (Maximum 16 points) a. Base Section Deficiency of D% = Dd-De 'lJ(] (Maximum 8. pOints)' Design Depth D% Dd = Design depth De = Existing depth D~ 0% 25% 35% 50% 67% 75% 87% 100% Pts. 2 4 5 6 7 8 Base Section Rating: b. Structural Sett1 ement (r~aximum' 4 points)l Sl ignt Modera te Severe <2'.'/50 L.F. 3-4"/50 L.F. ?> 4" / 50 L. F. Percenta e of Distress 1 - 15% 16 - 30% o 1 1 2 2 3 30%+ 2 3 4 De ree of Distress Structural Settlement Rating:' c. Structural Failures*: <(Maximum 4 points) De ree of Distress Percenta e of Distress - 5% - 0% %+ Sl i ht 0 1 2 ~loderate 1 2 3 Severe 2 3 4 S';ructural Failures Rating: *Structural retainment required due'to: a) mass waste, b) erosion. c) existing structure failure, d) active slip plane. IV. Drainage: (Maximum 9 points) Good Opts. Adequate 2 pts. Fair 5 pts. Poor 7 pts. Ver Ora inage ROADWAY STRUCTURAL CONDITION RATING: . . RAP Rnting Worksheet WAC 136-130-040 Pg. 2 of 2 '. ROAOYAY STRUCTURAL CONDITION: ypes 0 PercentaC'Je or Distress De ree of Distress Distress 1 - 15\ 16-30\ 31'1. + "S. RUTTING Slight " - Q Hode rol te Is" - 1" 1 Severe r.ro., tcr I" 2 3 4 9. RAVE 1I NG Slight ';" to 1;," 1 "2- , 3 :z. Moderate ~" to 1" 2 3 2- 4 3. Severe r~'t . 4 2- 5 3 10. CORRUGATIONS '- 3 J 6 3 4 ~ :, II. All! GATOR Slight Less 1/1)" ;; 4 5 CRACKIKG Moder"te l/R" to 1/4" 5 10 Severe: ~" or ')To"te 7 \3 12. TRANSVERSE Slight Tess 1/1J" 31 1 2 CRACKING Moderate 1/B" to 1/4" Severe )... or qre.:l t /..-'. 13. lONGITUDINAL SlIght Less l/S" \ 0 CRACKI NG Moderate 1/8" to 1/4" 1 Severe "" or qre..,ter 2 3 4 I". PATCH ING S 1 I ght D 1 '- Moderate 1 2 3 Severe 3 4 15. flUSHING SlIght nl ccrlinCJ ., 2 J 2- ModerateCbur5C ~g. I 3 4 :3 '.Seve re Slick z 4 5 :3 ROAllWAY STRUCTURAL CONDITION RATiNG :CU'.[AL : E. PROJECT IDENTIFICATION: F. WORKSHEET RECAP: A. GEOMETRIC RATINC TOTAL B. TRAFFIC ACCIO~NT RATING C. TRAFFIC VOLUME RATING D. STRUCTUllAL RATING TOTAL TOTAl. NWR RAP WORKSHEET RATING -- " . T~p~s of Diatrec5 HOMY.-It.'{ I;TIW<':'l'UHAL CO:/DI'l.'ION: Dcr;-ree of Di.atrcsri 16. CIlACI<HIG 1'1. !"IAVELI1IG pee Pavement.s l-? P.:tncl Tlf1r1r;thn 3-/. Pi1IIl,l r.lct\~~f:hn ~:.l"J.1!"::l-1!!,~.!.)13 :; l i.r.ht liodc:!'.....tc --2:Y::.r_~M'_'__ ___... __._.. 18. JOIlI'f SPALl,ING 1/8" to 1" 111 to }II -~_..._---- -_._. 19. PUJIPING ;,n.. ilT,Ol.'!lrL'S 21. ::'AIfLTIrlG 22. !'A'rC1!ING :>3. PAV1o:1!Fi'I'l.' \1!~;M~ Sli eh t HQd~rate -F~.~.!~__._ .~M !.!..~.jJ:g.~.c_.___.______ l/S" to 1/'1" 11';11 to 1/.r~1I --.:V2"..:______.____. J..C:;;!1 thnn ';';~ f)f PalmI G to ~s;~~ of P.,ncl .. _.r.~.!2T_~I..'~..' !.~ .2.r~~:_~l 1:._1:; ~I.:!.l..n. T,,..:-::; tf';lJ1 .1./'1" 1/1,." Lo 1/2" J.lore t hall ) /?" . Fcrcenta~e of Dintress 1-1') 1 2 I, 1('-30 2 31.+ 4 6 i:l (, o 1 ._..3...__.._ 1 .__._~-_. -- j --~=}.--=-..L_ - i=- 124 ? 4 6 -~----!_- - 012 -~=- ---;; _-_~- -5.____._ ._.J_.... -..-3?....~-_...~.,- .-- .._.1.__L ~ ?.. . -'--1," ~.. -..-c) -- Co .=~_.- .=-~r-'(;. .--''/----. () 0 1 2 2.. 1 2 2. :5.:.> .~=.:~--~ _-iC:?__...:L_:L () 0 1 I .'; 2- ". .'r--T -----.,T'-z:- ,--,~-~ ;T-;:- --3'..2- -i)-'3 !"IO^l1dAY :;'IW1C'I'IIllAT. COIlDTTJOt1 !"IATING TCl'fAL ,"','I'.ll';,', ' -2.. S+''''C\'-VJ~;'~.. P...-;O..\.....:l l2;d < . ", i \' . ;;10 ph. I) p' ,. I c~ p." '5;\..1..,-('.::;( .t.. df?~;.F~:"r< 'Dra..... ;;~..(. -' ~ 2- s:.. ~ '- .,~ :-:,; '- "l ~I I ~ ~ ~~ :,,; , ~ '-- ~ , J ..: ~ ",) ~ , ~ i:'; " j"Oj + , .< . ' .. " .il' ; .TV ~ ~[ ~ \ ::.<0 .. ~J ~ J S ~ I j a. ~ ,,.!!. c:. v 1/ j./ v V v- v- iv s"'<+oc... 2., 2- :!:> 2\ V::, I ,/ I R,&.", I i ?-: \".1 Cj '/;, ,/ I 1/ I D'".;~-:J'''. i i ,2,% i 1'/,1 <1 Y.3 ::z.! . , ~ ! 3 [0 61 ~ yl ~ 3 . . ~ NWR - RAP PT. TOWNSf1ID FEBRUARY 23, 1984 - 9:93 A.M. I. Letter 2/3/84 Sampley to Geissler A. Administrative Consideration - Items 1, 4, 7, 8 B. Other? C.' Items to be considered today - l. Bonus points - (1ilso see NER) 2. Truck Traffic 3. Drainage 4. Accidents 5. Gecxnetrics 1-;rcOUNrl----------I- I ".:';~t::'. ': I' ,:, .'~. :-, .---.. '--'- I ,,,,-,, GO. L....).'..H._.,_.__ CONST. U\G!tL~~1 I OFFICE' G:::lij~.r:1 l.e-a....".".' 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"2.'29"'-/ '3,'"') 29.58 2 '33/' 36 2l1.90 B9:/ ! 31-/ 21..1.90 10/ / ? 1./ 29,56 . .. 1984 INDEPENDENT REPLACEMENT COSTS PER MILE STATEWIDE STUDY November 1, 1983 Category 1 R-09-G(26) Local Sys tem $ 118.860 -.;.$ /50,000 Ca tegory 2 R-09-B(30) Local System $ 160.200 Category 3 R-09-A(34) Local System $ 235.460 Cate90ry 4 R-08-B(34)}linor Collector $ 181.490 '38' ;:159,32./,,0 $ 272.970 Category 5 R-08-A(40). lnor Collector Category 6 R-07-B(4Q) Major Collector $ 232.740 ~g -z.e:,<;.1/:501!:" $305;066, Category 7 R-07-A(40) Major Collector Category 8 U-lg-B(30) Local Sys tem $ 226.292 Category 9 U-19-A(36) Local System $ 306.074 Ca tegory 10 U-17-B(34) Collector $ 402.042 Category 11 U-17-A(44) Collector $ 512.842 Category 12 U-16-B(40) Minor Arterial $ 471.442 Category 13" U-16-A(60) Minor Arterial $ 778.451 Category 14 U-15-B(60) Pri ncipa 1 Arterial $ 694.232 Category '15 U-15-A(60) Principal Arterial $ 939.292 k ~ ~ oJ g 1 +++ ++ + + In In In In " " " " " " " " " u u u i' ~ i', 0 ~ ~ 0 ~ ~ " " " ~ '" '" '" .. .. .. .. .. .. < < < ."' ",' z > > z > ... '" '" " " " +++ In In In In In In '" " " " <0 <0 <0 .. <0 <0 U U u i' i' i', ~ ~ ~ ~ ~ ~ ~ " " '" "' '" ... ... ... ... ... ... . . . ... ... ..., > > '" .. " " N " :; + ++ N In In In In In In " " " <0 <0 <0 ~ ~ <0 U U U ~ ~ ~., ~ ~ ~ ~ ~ ~ " " " '" '" '" ... ... ... ... . < < > '" .. .. '" ... " '~ ~ ~ '" + ++ ... In In In i' ~' i' In In In In In In " " " .. ~ ~ <0 .. <0 m m m ~ ~,. ~ ~ ~ ~ ~ ~ " " " '" '" "' N .. ... ... ~ ~ ~ > > '" .. .. " .. " ~ to ~ " .. .. <0 In In In i' ~ i' 0 In In In In " " " <0 <0 <0 .. m m m ~ ",' ~ ~ 0 ~ ~ " " " "' '" '" N .. .. .. .. .. ~ oJ ~ Z > > z > .. ... ... " N " ~ ~ ~ " i' i' N <0 In In In ~ 0 0 In " " " <0 <0 .. .. .. m m m ::! ::! 0 0 0 ~ " " " '" '" .. .. .. .. .. .. .. ~ ~ ~ z z z z z > .. ... ... " " 555 " <( <( <( i' i' ~ _N .. " " " .. .. <0 z.zz << << << .. ::! 0 0 0 0 0 0 ::: " ::: " .. .. .. .. .. .. u u u - z z z z z z ... !; ~ ~ ~ ~ oJ ~ ~ ~ :! < . :! < < < < ! ~ ~ ~ to ~ ;: ~ ~ ~ z ~ z z z z z ~ ~ ~ ~ h ~ ~ ~ ~ ~ ~ ~ 0 z ~ Z ~ Z 0 ~ 0 z 0 z c z ~ < . . < . < ~ ~ < < . < . . . In m . In m . In m In m In m . In m ~ In ~ . In m ~ ~ . ~ ~ . ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ . ~ ~ ~ . '" . ~ . . ~ . . . ~ << << << ~ . . ~ . << ~ III Q III '" !; ~ ~ '" n. ~ ~ III '" ; ~ 5 oJ j5' ~ ~ ~ '" ~ l I~ 0 ; III .. ; n. ~ l!l !f ... i ~ 11 ~ '" a: 0 ~ ~ ~ d In 1. ~ ~ l!! z it In ;;; ~ ai - - v:> <=l 0::: ex: <=l = "-"= l- v:> Z = - v:> WJ <=l ~ 2S ex: o 0::: u ~ t- o "' t; "' ~ n. ~ r: ~ ~ ~ ~ Z 51 ~ ~ ; III ~ ~ ~ ~ ~ i ~ ~ ~ e;~ ~ ~ i ~~ ~ ~ s ~~ ~ g~ ~<(1l1 ~ ~~~ ~~g r:~t ~I:l ~ ~~j:~,~g ~~; ~~~ oJ :. :.. ~ S ~ ~ ~ >. . . WAC lJG-1JO-040 p~. ~ or D-l.ROADWAY STRUCTURAl. CONOITIUN: Percentdl~ of01~tr'c$S ~:r(l' 3r:r.. ~ j v> * <: Asphalt or L .6.5, T. Types Of Olstress 6. Rutting 7. Raveling B. Corrugations g. Alligator Cracking 10. Triln~verse Crack lng 11. Longltulllnl11 Cracking lZ. Patching 13. Flushing (See 0-2 for Portldnd Cement Concrete,> 1/2" - I" I" or re ter 6 '1 S ~ ~- Il' .:;;. IO/"~ f!. I"" 'I ('~ ~ ~ 'I S 3 Z- :!o 27 U" pr ROADWAY STRUCTURAL CONDITION RATING TOTAL: --vSc:b:S ~:' I..Yl::";'::;!'I').,,rt7 r :le PP'c:.' ':'.,cc(/E..?_ ~ :s,Ci")'L. CC))';Yt'" / /'-?/-?c'7_')/(Yn...)-. ) , Ratings for Geaootrics uncI Stl"Uctural Condition shall be r<:viuw"d and adjusted :lS appropriate for consistency with "uting criterla lJy un lnd,,- penuent L:UllsultMt l'l1tainl.'d by ItIUlll:Ll cnnRnnt of all the (."'.o\lnties ill the nelon. ,;( :lr ,.,. A. ROAD GEOMETR I CS . ~~WH Hi,All'LIll! \'l\)j'I\Sllt"j'l WAC 13~30-040 Pg. 1 0("4 la. ExIstIng Pavement Width (WPEI . ~ Design Pavement Width (WPD). ~2- lb. ExIsting Shoulder Width (WSE) . ~ Design Shoulder Width (WSO) . ~ lc. [(WpD - WPE) + (WSD - WSE)] x 2.5 ~ 6Z'~ . RatIng (max. 20 pts.) ~ / 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. VertIcal A,llgnment Good (0-3) Fair (4-7) poor (B-I0) 7 GEOMETRIC RATING TOTAL: 37 B. TRAFFIC ACCIDENTS *4. EquIvalent Property Damage Only AccIdents, Three Year Average ll!!:. Property Damaqe Only ~ u (-) o ~ ~ ...IL Subtotal -1L -'L ~ () -rr- -I2- Total: -!2.- -:- 3 . ~ -:- Length ---D- 19BJ. 19{f2. 198~ () C) ~ -xzr --0- ...2- (m 11 es)..::l1f- . -12- TRAFFIC ACCIDENT RATING: (') '- 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 .. . . WAC 13G-130-040 I'g. 2 01' 4 D-l ROADWAV STRUCTURAL CONDITION: Asphalt Dr L.B.S,T. (See 0-2 for PortJ~nd Cement Concrete.) ~ ~ V) Types Of Distress 6. Rutting 7. Rave ling 8. Corrugations 9. Alligator Cracking 10. Transverse Cracking 11. Longitudinal Cracking 12. Patching 13. Flushing Dc ree of Dlstre5s Perc~ntdle of D1~trcss ~'O' rc+ ~ <: 112M - 1" 111 or re ter j '-l -L-._ If 10 1" Y ~ o.j j :!> 6 to 1/4" r ..r ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for GeaooLrics und Structul'"d1 Contlition shall be l'"vl""'l>tI anti ndjusted :lB appropriate for consio;t<,mcy with tating criteria l.Jy un inde- pendent .:unsuHllllt retained by lIIut1lal consent of all the count!e,", in the TL'Clon, . .WR RAP HATING WORKSHEET WAC 136-130-040 pg, 4 of 4 D-3 ROADWAY STRUCTURAL CONDITION: Gravel 0" /f..,/~ Types of Distress Degree of Distress Percentage of Distress 1-15% 16-30% 31%+ 24. Heaving Sli ght 0 1 2 Moderate 1 2 3 Severe 2 3 4 CJ 2~. Rutting Sli ght 0 1 2 Moderate 1 2 3 Severe 2 3 4 -L 26. Potho 1i ng Slight 0 1 2 Moderate 1 2 3 Severe 2 3 _....L C- 27. Drainage Good 0 2 4 Fai r 2 4 6 Poor 4 6 8 3 28. Surfacing Depth Good 0 2 4 Fair 2 4 6 Poor 6 8 10 6 29. Surfacing Quality Good 0 2 4 Fair 2 4 6 Poor 6 8 10 0- ROADWAY STRUCTURAL CONDITION RATING TOTAL /8 NOTE: Rate only those qualities which cannot be readily corrected by maintenance blading. Ratinb'S for Gculll'll'ics mId Sll'uclllm] Con<.liUolI "Ilal] tw )....,,,it:\I",,,) ;u"J adjush~d as appl'oprJatc fOl' consis1.t'lJcy with ratjn~ cr'it(!ria by ;111 lnuu- pendent t'onsultlUlt l'f'tuinl'd U}' IIIIJ111a] eOIlHL'nt of al] tlll_! "dlllll it's ill tile.." rC\;ion. . .,/.< ',,' r ,~A. ROAD GEOMETRIes la. ExistIng Pavement Width (WPE) . ~ Design Pavement Width (WpD). ~' 20 Ib. Existing Shoulder Width (WSE). ('..) Design Shoulder Width (Wsu). ~~ Ie. [(WpD - WpEI + (WSD - WSE)] x 2.5. t~2,,;, Rating (max. 20 pts.) 'Z-O ",J<- 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. Vertical AJlgnment Good (0-3) FaIr (4-7) Poor (8-10) ~ . 4'CWH luUI AlIIl! ~" H.I,~1 It"' " WAC 136~0-D40 Pg. 1 of 4 GEOMETRIC RATING TOTAL: ~'D B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only AccIdents, Three Year Average !!!!: Property Damaqe Only ~ Eilil 1981 -D- ~ 0 19_ -CL ~ JL.. 19_ .-tL Jl -L2- Subtotal ,q.. ,-C(- 0 --yzs- () 0 ~ Tot.1: -I.2- ~ 3 .......Q ~ Length (ml1es)~ . ~ TRAFFIC ACCIDENT RATING: 0 C. TRAFFIC VOLUME: **5. Current Est. ADT: ~ Current Est. Truck ADT (If known): ~ TRAFFIC VOLUME RATING: \ , 0- 2 0 1 - 50 1 - 5 3 - .. 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . &WR RAP RATING WORKSHEET WAC 136-130-040 pg. 4 of 4 0-3 ROADWAY STRUCTURAL CONDITION: Gravel 0" {i""I/'. Types of Distress Degree of Distress Percentage of Distress 1-15% 16-30% 31%+ 24. Heaving Slight 0 I 2 Moderate 1 2 3 Severe 2 3 4 -Q 25. Rutting Slight 0 1 2 Mode ra te 1 2 3 Severe 2 3 4 ~ 26. Potholing Slight 0 I 2 Moderate 1 2 _-.-L Severe 2 3 --~ (:) 27. Drainage Good 0 2 4 Fair 2 4 6 4 Poor 4 6 8 28. Surfacing Depth Good 0 2 4 Fair 2 4 6 Poor 6 8 10 _LO.._ 29. Surfacing Quality Good 0 2 4 Fair 2 4 6 Poor 6 8 10 __ILL. ROADWAY STRUCTURAL CONDITION RATING TOTAL ~- iAJ I t=:>TH. /5 NOTE: Rate only those qualities which cannot be readily corrected by maintenance blading. Rat1nb"S fur Gt..~lll"lrlcs ~Uld Structural Condition Hila]] bt' J"\...vil:\~.....'d aJ/u ndjustod :u.; :'1JJ)J'oprj ate fo)' ('ollsb;tl.'IH':Y wi tll rali n~~ c)'i tV)'j a hy aJl i mk:- pClldt"!nt clll1sult~Ult l'("tainL,{j by llJutuu] ennSl'nt of all t.IH..' ('(Jlll1l i~':--; ill t11t..~ T('Cion. la. ExistIng Pavement WIdth (WPE). t:C) Design Pavement Width (WpD). ?7~ Ib. ExIstIng Shoulder WIdth (WSE) . ~ Design Shoulder Width (Wsu). ~ lc. C(WpD - WpE) + (WSD - WSE)] x 2.5' :;;,c:;;. . Rating (max. 20 pts.) 7J.J 2. Horizontal AlIgnment Good (0-3) FaIr (4-7) Poor (8-10) ~ --2- ~cf . " ~ ~ ~~e~. I ., ," A. ROAD GEOMETRICS . :--4WH IttUJ .Ull! \hlrl"~IIt'I'. WAC 136-130-040 Pg. 1 of 4 3. VertIcal A)lgnment Good (0-3) FaIr (4-7) Poor (8-10) GEOMETRIC RATING TOTAL: 8. TRAFFIC ACCIDENTS *4. EquIvalent Property Damage Only AccIdents. Three Year Average ~ Property Oamaqe Only '- -12- .-D- -G- -R- -D- Total: ....t::L ":' 3 .!.!lJ!!!.l tilil ~ ~ -D- 0 C) -LL ~ 0 -rrr- 0 0 1912! 19'(5i.. 19,$'> subtota 1 . ~ ":' Length (mlles)~ . -0... TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: **5. Current Est. AOT: a1Z~ Current Est. Truck ApT (If known): ;~ TRAFFIC VOLUME RATING: o s- o . 2 0 1 - 50 1 - 5 3 - . 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 111 - 20 g 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 ~. . 4iJAC IjG-ijO-040 PY. 2 of 0-1 ROAOWAY STRUCTURAL CONDITIUN: Asphilllt or L.B.S,T. Types Of Dls tress 6. Rutting 7. RAye ling 8. Corrugat Ions 9. Alligator Cracking 10. Transverse Cracking 11. Longitudinal Cracking 12. PAtching 13. flushing (See 0-2 for Portland Cement Con.:rete.) ~ ~, ~ V') Percentdle of D1~t"e5s ~O., 3rC... i <: 1" re ter 3 <j 0 .:L.L:.... Ir 10 ;0 f' I 'I ;9 ...:L.G2.... o.j 0 3 :!. 2- IV\ a 6 2 3 ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for OeaooLrica unci :itructurul Contlition shall b~ I'~'V kw"u 'Ultl a.djust<."<1 as appropriate for consistellcy with tilting criteria IJy un j utlc!- pendent cl..JI\Hultant. l'tJtaillcd by lTIutual l~on5t.:'nt of all the ('.lllml it.~ ill the r\JClon. . ,i< :;'" ",.. A. ROAD GEOMETR I CS la. ExIstIng Pavement Width (WPE) Ib. Existing Shoulder Width (WSE) 1c. [(WpD - WpE) + (WSO - WSE)] x (p 'l- 2. Horizontal Alignment Good . ~WH HJu.lLlnl.! \'hWJ(.SIl('I'1 WAC 136-130-040 Pg. 1 of 4 3. Vertical A)lgnment . ~ Design Pavement Width (WpO). %Yt.4 . ~ Design Shoulder Width (Wso) . ~5", 2.5. ~7S". RatIng (max. 20 pts.) 7:.-00fC-, -zo- - (0-3) FaIr (4-7) Poor (8-10) -~ -2- Fair (4-7) Poor (8-10) Good (0-3) GEOMETRIC RATING TOTAL: '"3 -z...- B. TRAFFIC ACCIOENTS *4. Equivalent Property Oamage Only Accidents, Three Year Average !!!.!:. Property Oamage Only ~ Fatal 19.&\. -L- -D... -8- 19.9z.... ---L -L 0 193,5 ---L ~ -D- -, ,/ 0 Subtotal ~ ,.,-- Tb -rrr- ....3- ~ ~ ",-" Total: ~ . ~ -:- Length (mil es).J,lL . ...L15. -:-3 TRAFFIC ACCIDENT RATING: 1(1\ C. TRAFFIC VOLUME: **5. Current Est. ADT:~~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: '5 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 111 - 20 9 2000 - 2500 200 - 2S0 20+ 10 2500+ Over 250 >. . . WAC 136-130-040 py. l af4 _ 0-1 ROADWAY STRUCTURAL CONDITION: Asphalt or L.B.S,T. (See D-2 for Portland Cement Concrete.) Types Of Distress 6. Rutting 7. Rave ling 8. Corruga t Ions 9. Alligator Cracking 10. Transver$ll Crack Ing 11. longltud I na I Crack Ing 12. Patching 13. Flushing Perc~ntd'e of Ol,truss ~:m' 3r:r+ ter 2 a 6 1/4" re t"r " to 1/4" r pr I' ROADWAY STRUCTURAL CONDITION RATING TOTAL: RAtings for G<;!aOOlrics Wlcl structural Condition shall be r""jcw"d lU1d adjusted as appropriate far cOllsistency with l'liting criteria lJy Wl Jlldc.~ pendent c\)llsulta.nt J.~talncd by mutual consent of all the c.ollntit!~ in the r'-'Cion. ~ ~ V) ;;- <: o.t 0 .:LL_ If e '0 Po S- '-l 0 ~ o.t 2- 3 :!o I;;;', t: .i~ I ,.... A. ROAD GEOMETR I CS . ~Wft ICtU' AWL! Ihlt'h,:-.f1t'c'/ WAC 136~0-040 Pg. 1 of 4 la. Existing Pavement Width (WPEI . ~ Design Pavement Width (WI'D). eZ'"2: <> Ib. Existing Shoulder Width (WSE) . --L2-- Design Shoulder Width (WSU). ~ 4 lc. [(WpD - WPE) + (WSD - WSE)] x 2.5. 62-. --r ' Rating (max. 20 pts.) ~ ./ 2. Horizontal Alignment Good (0-3) Fair (4-7 ) Poor (8-10) -E- 3. Vertical AJlgnment ,Good (0-3) Fair (4-7) Poor (8-10) -B- GEOMETRIC RATING TOTAL: ~ 6 B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents, Three Year Average !!!r Property Damaqe Only ~ ~ -D- o C) ~ -L JL..D- Totll: ~ -:- 3 . Z.B_~ ~ Length (miles) j~z,.... . Z,'b'-f TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: **~. Current Est. AOT: ~ Current Est. Truck ApT (If known): ------- subtota 1 -L ~ C) -rl- -L -D. o -ri- 195] 19E? 19?'~ I j TRAFFIC VOLUME RATING: ~ o . 2 0 1 - 50 1 - 5 3 . 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 . 25 7 . B 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 . 12 5 750 . 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 . 18 B 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500. Over 250 ~~. . .~~.~~. /" A. ROAD GEOMETRICS . ~Wlt JtJUI .UH!' 1'1 11'1\:--'1 U 'I 'I WAC 136-130-040 I'g. 1 of 4 la. Existing Pavement Width (WPE) . ~ Design Pavement IIldth (111'0). 2...2-- Ib. Existing Shoulder Width (WSEI . ~ Design Shoulder Width (W~ul .3- lc. C(WpD - Wp[l + (WSD - WSEI] x 2.5 . 62,5' . Rating (max. 20 Pts.I....:?.12-/ 2. Horizontal Alignment Good (0-3) fair (4-7) Poor (8-10) ~ 3. Vertical A)lgnment Good (0-3) Fair (4-7) Poor (8-10) --/..C2- ~() 8. TRAFfIC ACCIDENTS GEOMETRIC RATING TOTAL: *4. Equivalent Property Damage Only Accidents, Three Year Average !!!.!:. Property Damaqe Only ~ -L2.. o -L- ( ,..-r- -L Tot.l: ~ -:- 3 . 2,33> -:- Length 19 fiJ I 19,8:z.. 1983 - !:!W. ~ o -I:L ~ -.k.. ~ (miles) 1.8,7. (,2.5' ~ -'L -L I -n;- Subtotal C. TRAFFIC VOLUME: **5. C~rrent Est. ADT: ~ Current Est. Truck APT (If known): _______ TRAFFIC VOLUME RATING: ~ TRAffIC ACCIDENT RATING: ,0 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . ~NWR RAP RATING WORKSHEET WAC 136-130-040 pg. 4 of 4 D-3 ROADWAY STRUCTURAL CONDITION: Gravel 0" {i",IA (,-'{15TH IS' / Types of Distress Degree of Distress Percentage of Distress 1-15% 16-30% 31%+ 24. Heaving Sl i ght 0 1 2 Moderate 1 2 3 Severe 2 3 4 _0_ 25. Rutti ng Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 ~ 26. Potholing Sl ight 0 1 2 Moderate 1 2 3 Severe 2 3 .-L _0_ 27. Ora i nage Good 0 2 4 Fair 2 4 6 Poor 4 6 8 Z- 28. Surfaci ng Depth Good 0 2 4 Fair 2 4 6 to Poor 6 8 10 29. Surfacing Quality Good 0 2 4 Fair 2 4 6 Poor 6 8 10 2- ROADWAY STRUCTURAL CONDITION RATING TOTAL /0 NOTE: Rate only those qualities which cannot be readily corrected by maintenance blading. llatinb'S for Geolll.!trics :UlU StJ'Uctlll'aJ Cunuition "hall lw J'<.:vkw,..d ;U1U adjusted n~ appJ'uJ)}'jatc fOJ' (',onsitih:ncy with ratinH cJ'itorja by an iIH.k..- pendent t.'PIIs\I]la.nt t'Ptairwd by IIIlJtllal consent of 011 till.! ('nllllt il'''~ JlI L1UJ rq;ion, .j< :.. '. .'. A. ROAD GEOMETR I CS . ~WJl tU.lL.ll1U Wlll"I<:--;/I('I'1 WAC 136-130-040 Pg. 1 of 4 2. Horizontal All~nment 3. VertIcal A)lgnment Good . ~ Design Pavement Width (WpD) . 2.2.- . ~ Design Shoulder Width (WSO) . ~ 2.5 ~ ~ . Rating (max. 20 pts.) '20 ./ (0-3) FaIr (4-7) Poor (8-10) ~ -L 7!,...J Fair (4-7) Poor (8-10) la. Existing Pavement Width (WPEl lb. Existing Shoulder Width (WSE) Ie. C(WpD - WpE) + (WSD - WSE)] x Good (0-3) GEOMETRIC RATING TOTAL: 8. TRAFFIC ACCIDENTS .4. Equivalent Property Damage Only AccIdents, Three Year Average !!!.!: Property Damage Only ~ ~ 19.Ef -D- -CL ~ 199Z --12- -ZL 0 1910 -Il- 0 ...2.- Subtotal -Ii- i) --As- --rr- '........ ~ ~ .-.fr- Totill: ~ -:- 3 .'0 -:- Length (mlles)--ZL.. . -D-- TRAFFIC ACCIDENT RATING: o C. TRAFFIC VOLUME: ..5. Current Est. ADT: ~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: L:/ 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 .. . . WAC 13G-130-040 pg. l oi 4 D-1' ROADWAY STRUCTURAL CONDITIUN: Asphalt or l.B.S,T. (See 0-2 for Portland Cement Concrete.) ~ Types VJ Of DIstress Dc ree of Distress Pe~c~ntdlQ of D1~trc~s :} ~30 r <: 6. RuttIng + 1/2" - 1" I" or re ter '-1 7. Raveling 8. CorrugatIons ....L-.._ tr 9. AllIgator ,0 Cracking 8" 10. 6 f' Tran!Overse CrackIng 1/4" re tl'r '4 11. longItudinal . Cracking 12. Patching ...:.L- 13. FluShIng '"' 3 :!> ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics and structural Condition shall be r<.'vlu",l)d and adjusted as appropriate for collsisLullCY with tilting criteria LJy an Jndo- pclldont ClJllSllltllllt \"utaillud by n...lllal consont of all tho cl>Imtil)s in tho rLCion. . .WR RAP HATING WORKSHEET WAC 136-130-040 pg, 4 of 4 D-3 . ROAOWAY STRUCTURAL CONDITION: Gravel 01' l3,u/i Types of Di stres,s Degree of Distress Percentage of Oistress 1-15% 16-30% 31%+ 24. Heaving Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 _L_ 25. Rutting Sli ght 0 1 2 Moderate 1 2 3 Severe' 2' 3 4 ~ 26. Potholing Slight 0 1 2 Mode ra te 1 2 __-2- Severe 2 3 -~ _.Zu_ 27. Drainage Good 0 2 4 Fai r 2 4 6 Poor 4 6 8 "2- 28. Surfacing Oepth Good 0 2 4 Fair 2 4 6 Poor 6 8 10 _-1._ 29. Surfacing Quality Good 0 2 4 Fair 2 4 6 Poor 6 8 10 _.L ROADWAY STRUCTURAL CONDITION RATING TOTAL If::, NOTE: Rate only those qualities which cannot be readily corrected by maintenance blading, R.'\tlnb'S for Gco"utl'jCS and Stl'llctul'al Conuitlon "hall be ....,vj,..'.I<'eJ alld adjusted ns apflt"t,prjate for (',onsititcllcy with l.atjn~ crih1J-ia by ;l!l ind<.:- pendent c.'lI11sulttmt. l'('lt:linc..'{1 b)' lIIutual consunt of al] tlll~ ('()lllllw:--; III tilL' rcc1on. . ,.'" ,./ '(.'. .. . ~i'? . , ..'. A. ROAD GEOMETR1CS . ~WH ICtu" LAw.!' ~hH''':--IIC'I'' WAC 136-T'rO-040 Pg. 1 of 4 la. Exlstlng.Pavement Width (WPE) lb. ExIsting Shoulder Width (WSE) Ie. C(WpO - WpE) + (WSD - WSE)] x -d " 78 Oeslgn P4vement Width (WPD). "'Sf? _ ~ Design Shoulder Width (WSU) - ~ 2.5 ~ ',,7.?" . Rating (m4x. 20 pts.) ;:;0. (0-3) Fair (4-7) Poor (8-10) ~ -=I- Fair (4-7) Poor (8-10) 2. Horizontal Alignment 3. Vertical A)lgnment Good Good (0-3) GEOMETRIC RATING TOTAL: 7-75 B. TRAFFIC ACCIDENTS .4. Equivalent Property Damage Dilly AccIdents, Three Year Average !!!.!: Property Damage Only ~ ~ 19_ 3 -L 6 19_ ~ -L ~ 19_ ~ -2-- ~ Subtota 1 16 /0 0 ,..-r -yr- --r2r -1L -6!2- -L2- Total: 2L -:- 3 . 25."0 -:- length (ml les)~ . 3.:..2.:h TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: ..5. Current Est. ADT:~z9~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: C1 o - 2 0 1 - 50 1 - 5 3 - 4 1 50 - 10D 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 . 250 20+ 10 2500+ Over 250 . 0-1 ROADWAY STflUCTUHAL COriDlTlUrj: Aspha 1t or loB.S, T. Types Of Olstr~ss 6. Rutting 7. RAveling B. Corrullatlons 9. A 11 igitor Crilcklng 10. Tran!OverSll Cracking U. LongitudInal Crack ing 12. PatChing 13. FluShing (See 0-2 for Portland Cement Concrete.) Dc ree of DIstress Perc~nt~le of 01~trc~s c-:JO 3r:s: ~ 112- - 1" 1- or re ter 2 8 6 to 1/4" r er ROADwAY STRUCTURAL CONDITION AATlNG TOTAL: Ratings for Geaootrics unci ~tructural Condition shall be I'~'viuw"d and adjustL>d as appropriate for consistullcy with tating criteria !Jy un j nde:- pc-ndent ~lJI\sultant l'l.'taincd by Ulul\ml l~ons~nt of all the l'J)Ulltil'H ill th~ r<-eion. ~ V", ..i. . <: '-1 0 ~- tr "3 10 f' 3- '4 0 ~ '-1 3 D :!> . ID . ~WH lilUel.IIH! \hll'l,~lIt'I'1 WAC 136-130-040 Pg. 1 of 4 - t: .~~- , ,~A. ROAD GEOMETRICS la. ExIstIng Pavement WIdth (WPE) "~Deslgn Pavement Width (WpD) - 2~~ lb. Existing Shoulder WIdth (WSE) " ~ Design Shoulde~ Width (WSU) . ~ Ie. [(WpD - WPE) + (WSD - WSE)] x 2.5. \Z. '5. Ratln!/'(max. 20 pts.) /3 2. HorIzontal AlIgnment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. Vertical A)lgnment Good (0-3) B. TRAFFIC ACCIDENTS Fair (4-7) Poor (B-IO) -3- GEOMETRIC RATING TOTAL: )'0 !!!.!: 19BI 19$ 19.z:?3 Property Damage Only .4. Equivalent Property Damage Only AccIdents. Three Year Average ~ '- ~ ~ .-i2- ,..9- ~ Total: ~ -:- 3 . --'2. -:- length Subtota 1 E.ill.l ~ 8 o o ~ o 0) - - (miles) I, 2.fS. Q.. ~ ---'L .s2.- ~ TRAFFIC ACCIDENT RATING: C) C. TRAFFIC VOLUME: ..5. Current Est. ADT: ~/:;-r Current Est. Truck ADT (If known): TRAFFIC VOLUME RATING: 2-- 0-2 0 1 - SO 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 . 8 3 250 - SOD 25 - 50 9 - 10 4 500 - 750 50 - 75 11 . 12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500.. Over 250 . D-1 ROAOWAY STRUCTURAL CONDITION: Asphalt or L.B.S,T. (See D-2 for Portland Cement COIl,rete.) Types Of DIstress 6. Rutting 7. Raveling 8. Corrugations 9, All igator Crack lng 10. Tran!Overse Crack Ing 11. Longitudinal Crack i ng 12. Patching 13. Flushing Perc~ntdlC of D1>trcso ~O. 3r" + 112" - I" 1111 or re te'" 8" 6 to 1/4" r or ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics unci :,tructural Condltioll shall be I'<:vil.!\\\'d and adjusted as appropriate for cOllslstcncy with tilting critcrill lJy un Jndc.- ~nlk'nt c'Jl1sultant l'0laincd b:,.' mutllal consent of all the c.ountil'K in the r<.Cion. ~ ~ VJ ~ <: '-l I. ~- tr '0 8 f' .r '1 ...LL '"' s ~ :!> 10 ,.'~. .. ,.,..:l"~' I .; . ." A. ROAD GEOMETR [CS . ~WJt Ittu' AlJll! \'ulJOI,:-.lllOI'1 WAC I36~0-040 I'g. 1 0 f 4 la. ExistIng Pavement WIdth (WPEl . ~ Design Pavement Width (WpD). I'_~ lb. Existing Shoulder WIdth (WSE) . ~ Design Shoulder Width (WSU) . ~ Ie. C(WpO - WpE) + (WSD - WSE)] x 2.5 ~ ~:5. Rating (max. 20 pts.) Z..U ./ 2. Horizontal AlIgnment 3. VertIcal A)lgllment Good (0-3) Good (0-3) B. TRAFFIC ACCIDENTS Fair (4-7) Fair (4-7) Poor (8-10) Poor (8-10) --,Lt2- ~ SP'\ GEOMETRIC RATING TOTAL: .4. Equivalent Property Damage Only Accldellts, Three Year Average !!!.!: Property Damaqe Only 1911l -L 1982:. ~ 1~~ --1L Subtotal -,t1f-- --L Total: .i1- -:- 3 . _ -:- length (mi1es)~. "3,"2-./.) TRAFFI C ACC [DENT RA Tl NG: ./ ~ ~ --D- 2L -L ~ -.C2..- 0 D 0 --rr- ~ .(.,> -12- C. TRAFFIC VOLUME: ..5. Current Est. ADT: t4~""7 Current Est, Truck APT (if known): TRAFFIC VOLUME RATING: -~ o - 2 0 1 - 50 1 - 5 3 - . 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . .. . 4ItAC IJG-IJU-040 py. ~ oi D-l ROADWAY STRUCTUIIAL CONOI T!UN: Asph4H or L.B.S,T. (Sell 0-2 for Portland Cement Con~rete.) Types Of DIstress Dc rile of Dlstre5S 6. Rutt1ng t~r 7. R4ve ling 8. Corrugations 9. A)l igator 8 Cr4cking 6 10. Tran!Oversll Crack Ing 2 11. Long Hud I nAl Cracking 12. PAtching 13. Flushing / ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Gear-..trics und :>tructul'al Condition shall LJe ."<.'vl<.'"",,d anu adjusted as appropriate for cOllsisWIlCY with tilting criteria LJy all indo- pendent cul\:-;ultant retained by Inutlllll l~onscnt of all the (',{)l1nt i(!s ill the rt..Cion. ~ ~ or, :f <:: '-1 0 ~ tr S. '0 P- C) 'I 6 3 4 ~ 3 ~ L-\ ....t: :,1"* ,.'- A. ROAD GEOMETR I CS 1a. Existing Pavement Width (WPEl . ~ Design Pavement Width (WpD). ~~ lb. ExIsting Shoulder Width (WSE) . ~ Design Shoulder Width (WSO) . ~ 1c. [(WpO - WpE) + (WSD - WSE)] x 2.5 ~ ~ . Rating (max. 20 pts.) ~ 2. HorIzontal Alignment Good (0-3) FaIr (4-7) Poor (8-10) -.!:L .. ;..lWlt llL,A'lL.U}1! \'Hll'I{~IJ(.t'l WAC ~3a-040 Pg. 1 of 4 3. VertIcal A)lgnment Good (0-3) Fair (4-7) Poor (8-10) -.!:t- GEOMETRIC RATING TOTAL: 2.8 B. TRAFFIC ACCIOENTS .4. Equivalent Property Damage Only Accidents, Three Year Average !!!.!: Property Damage Only 19_ D 19_ ...!2- Subtotal .3- ,3 -rr- ---2- Total: ~ -:- 3 . -2- -:-length ~ Fa ta 1 .-1.- .-l2..- -L -L -L- --12- 19_ ....... -R- -f1- ~ (mfles>.1LaL ...&li TRAFFIC ACCIDENT RATING: ;S C. TRAFFIC VOLUME: ..5. Current Est. ADT: ~ Current Est. Truck ApT (if known): TRAFFIC VOLUME RATING: 10 o - 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10. 4 500 - 750 50 - 75 11-12 5 750 - 1000 75 - 100 ^ 13-14 6 II 1000 - 1250 100 - 125 I 15 - 16 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 - >. . . WAC 136-130-040 1>9. l or 4 0-1 ROAOWAYSTRUCTURAL CONDITIUN: Asphalt or l.B.S,T. (See 0-2 for Portland Cement COllcrete.) Types Of Distress 6. Rutting 1/2" - I" P' or re ter ., ~. oJ VJ :} <: '-1 n ~- tr 10 .t) f' 0 '1 () ~ '"' () 3 :!> 0 ~ 7. Raveling 8. Corrugations 9. Alligator 8" Cracking 6 10. Tran!Overse Crack ing 1/4" re tpr 11. Longl tudlnal " Crack i ng to 1/4" r ..r 12. PAtching 13. Flushing ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics 'Uld Stl"Uctural Condition shall be I'l..'vlcwlld and adjusted as appropriate for consistuncy with tilting criterlu. LJy un j Ildo- pcndollt cUllsllltant I'ut.u.incd by "..tual eonsont of all tho cDuntieS ill the nelon. . NWU JuUI.lUU! })I)J'J\;-.I)I'j'J WAC 13~0-040 Pg. 1 of 4 ROAD GEOMETR [CS 1a. ExIstIng Pavement WIdth (WPEl . ~~ Design Pavement WIdth (WpD) . ~ lb. ExIsting Shoulder Width (WSE) .2- Design Shoulder Width (WSI)) ~ 7.-- Ie. C(WpD - WPE) + (WSD - WSEl] x 2.5. "/...7', oj. Rating (max. 20 pts.)' '"2-0 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. VertIcal A.llgnment Good (0-3) FaIr (4-7) Poor (B-I0) ~ GEOMETRIC RATING TOTAL: 32.- B. TRAFFIC ACCIDENTS .4. Equivalent Property Oamage Only Accidents, Three Year Average Property Oamage Only l!!J.!!!:l ~ !!!.!: 19f1j 19~ 1@ Subtota 1 "Z-- T1 ~ -L ---1L -D- I --rr- ~ -'2- . ..lB -:- length (ml les)~ . ~ TRAFFIC ACCIDENT RATING: ~ .2- ~ D "T7r -CL -L ---L- '- Total: ~-:- 3 , (.)' C. TRAFFIC VOLUME: ..~. Current Est. ADT: 1e>2fSCurrent Est. Truck ADT (if known): TRAFFIC VOLUME RATING: k? 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 ~ - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 1\ 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 .. . -\ D-l ROADWAY STRUCTURAL CONDITION: Asphalt or L.B.S,T. (See 0-2 for Portland Cement Concrete.) ~ S VJ Types OfOlstress 6. Rutting 7, Rave ling 8. CorrugatIons 9. AllIgator Crac:k ing 10. Tran!Overse Crack Ing 11. Long 1tud I na 1 Cracking 12. Patch I ng 13. FlushIng Perc~ntd u of 01~trc$s ~30 3rC+ ~ <: 112" - I" P' or re ter 6 Lj() -LD.._ tr b ,0 f' n '4 0 4 ~ '"' 0 3 :!> () (/) 8" ROADWAY STRUCTURAL CONDITION RATING TOTAL: Kb :;- 'A5 T ....)(".;. r.... :;; <.-/ (_? F ;.1C e I)> Rating>> for Geaootric.:s uncI Structural Condition shall be I'L'vh",,,d and adjusted n.s appropriate for consistency with tilting criteria LJy an lndc- p.mdent L'~,nsultant l'lJlaincd by lIluhml ennSl'nt of all the'! ('/)llllt l('K in th~ reclon. .",e: 0" ,.... A. ROAD GEOMETRIes . i'lWlt lu,All-Ull! \',l'I'I~kll{'I'I. WAC 1~30-040 Pg. 1 of 4 1a. ExistIng Pavement WIdth (WPE) . ~ Deslgll Pavement Width (WpD). ~1:- lb. ExIsting Shoulder WIdth (WSE) . ~ Oeslgn Shoulder Width (WSO) . ~ Ie. [(WpD - WpEl + (WSO - WSE)] x 2.5 . ~ . Rating (max. 20 pts.) ):S 2. Horizontal AlIgnment Good (0-3) FaIr (4-7) Poor (8-10) ~ 3. VertIcal A)lgnment Good (0-3) Fair (4-7) Poor (B-I0) ~ GEOMETRIC RATING TOTAL: ~~D B. TRAFFIC ACCIDENTS .4, ,../ !!!.!: Equivalent Property Damage Only AccIdents, Three Year Average Property Damaqe Only -2- t) C; H- e? Total: ~ -:- 3 . -D- -:- length ~ ---'L o o CJ --rr- -.t2. (mf1es)~ . Fatal o C) ~ -.fi? o ~ 19..8.1 19..az.. 19,.S3 Subtotal '........ TRAFFIC ACCIDENT RATING: () C. TRAFFIC VOLUME: ..5. Current Est. ADT: ~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: 2- 0-2 0 1 - 50 1-5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 150 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 >. 6. Rutting 7. Ra.ve ling 8. Corrugations 9. A 11 Igator Cracking 10. Tran!Overse Crack Ing 11. long1tud I na I Crack Ing 12. Patching 13. Flushing . . WAC 136-130-040 py. l (See 0-2 for Port I and Cement Concrete.) De ree of DIstress PercentdlQ of D1str'~ss ~'O' 3r:r+ I" re t~r* 2 6 " " " " to 1/4" r er " j " RDAOWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics uncl structural Condition shall be r<:viu",,,d aI,d adjusted as appropriate for consistency with tating criteria LJy an j nde- pclldellt cOllsllltltIlt ,'utlllnecl by IlnJtllal consent of all the c<llllltl"" ill the r<-e1on. ... ~. ~ V) :} <: '-1 f{) ...i.-L_ tr 10<g f' .\ '4 ..LL " '"' 0 '- j,~ 3. " . ~WR RAP RATING WORKSHEET /" ? o ,qz. /-710.7'-1- WAC 136-130-040 pg, 4 of 4 , D-3 ROADWAY STRUCTURAL CONDITION: Gravel or ~"rll. FeD, 01 D-n-J 15 Noz /7: /1/./6.-'</ , g \/cE'.T ~!--/6)..1 "" Types of Distress Oegree of Distress Percentage of Oistress 1-15% 16-30% 31%+ 24. Heaving Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 0 25. Rutting Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 b 26. Potholing Slight 0 I 2 Moderate 1 2 3 Severe 2 3 4 ~- 27. Orainage Good 0 2 4 Fair 2 4 6 Poor 4 6 8 _':f: 28. Surfacing Depth Good 0 2 4 Fair 2 4 6 Poor 6 8 10 _:f-._ 29. Surfacing Quality Good 0 2 4 Fai r 2 4 6 Poor 6 8 10 ~- ROADWAY STRUCTURAL CONDITION RATING TOTAL \ -z.- NOTE: ~ate only those qualities which cannot be readily corrected by maIntenance blading. Ratinb'S fur G...">(:metl'ics .Uld StI'llct\ll'aJ COlldltlon shall be l"I.:vi",\\~'d and adjutitccl as appropriate fw' "onsist,.',wy willi I'aling criteria hy '01 indu- pendent l'lKlsulttUlt rt'\tainc'd by llIut\lltl l:OnSL'nt of all tilL' ('~)llI1t it':--; In tllu rq:ion, . t . :jY . I ,.,- A. ROAD GEOMETRies .,,,,\1.y~CC ,--co "wl.f '"-" 1a. ExIsting ~t Width (WPE) - ~ Design ~~ent Width (WpO). ~ lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSO) . ~ 1c. C(WpO - WpE) + (WSD - WSE)] x 2.5 ~ ~ . RatIng (max. 20 pts.) ....:liS.. 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ ~ . ~WH lvU....' Uh! )}ul"l....../lt '. 'I WAC 13~30-D40 Pg. 1 0 f 4 3. VertIcal A)lgnment Good (0-3) Fair (4-7) Poor (8-10) 8. TRAFFIC ACCIOENTS GEOMETRIC RATING TOTAL: '3 z..:;:: .4. EquIvalent Property Damage Only Accidents, Three Year Average Year Property Damaqe Only ~ ~ 19j1 -1L- -!L --2..- 1982 --!.L ~ -.tL 198~ -1L -12- JL Subtota 1 0 D 0 ,.,- --rr- ""X"23 0 -.t;L .JL.. '- Total: ~ -:- 3 . ~ -:- length (mlles)-D- . --L2- TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: ..5. Current Est. ADT: ~() Current Est. Truck ADT (If known): TRAFFIC VOLUME RATING: 0 r? (I - 2 0 I - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 . 18 8 1500 - 2000 150 - 200 19 - 20 9 2DOO - 2500 200 - 250 20+ 10 2500+ Over 250 . .. . WAC . D-1 ROADWAY STRUCTURAL CONOITIUN: Asphalt or L.B.S, T. (See D-2 for Portldnd Cement Concrete.) .~ ~ VJ Types Of DIstress 6. Rutting 7. RAVeling 8. Corrug4t Ions 9. Alligator CrAck lng 10. Tran!Overse Crack lng 11. Long ltud I nA I Crack ing 12. Patchin9 13. Flushing Perc~nt4 e of 01~trcss c-:-3(j. r" + . <: 8" '-1 ....L-.._ tr '0 6 f' '4 ...:.L- '-\ 3 :!> ter to 1/4" r pr ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics und Structural Condition shall be n:vic\\"l'd ,md adjustcd as appropri ate for cOllsis~uncy with tilt ing criteria lJy an J ndo- p0IHJcnt ~I,,)nsul tant l'ctaincd by rnutHnl {~"nSL~nt of :\11 the L'--OUlll1t-H in th~ r<eion. 'f'~%" I I,t), R b. Nt'! Y....,. "'NWR RAP RATING WORKSHEET f"}t.') I, sf - 2 3 WAC 136-130-040 pg. 4 of 4 R:, C-e /-"'J)tL !? t:> . ' ~ I 0" If.., f,{ 0>r6Tt~ 1'5 D-3 ROADWAY STRUCTURAL CONDITION: Gravel U). 7?.. D.:;r.t- 273'-10 Types of Di stress Degree of Oistress Percentage of Distress 1-15% 16- 30% 31%+ 24. Heaving Slight 0 1 2 Mode ra te 1 2 3 Severe 2 3 4 ..LL.. 25. Ruttf ng Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 ~ 26. Potholing Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 -Q- 27. Drainage Good 0 2 4 Fair 2 4 6 Poor 4 6 8 z:.. 28. Surfaci ng Oepth Good 0 2 4 Fair 2 4 6 _i.}.. Poor 6 8 IO 29. Surfacing Quality Good 0 2 4 Fair 2 4 6 Poor 6 8 10 -~-_. ROADWAY STRUCTURAL CONDITION RATING TOTAL 16 NOTE: Rate only those qualities whIch cannot be readily corrected by maintenance blading. Ratinb"'S for GauIK.!trics ~uld St.J.UCt1.IJ'a,] CC:lOuit1ol) Hl131} be..' J'L'vit.'Wl.\d ;lJlcJ adjust(.~d as appJ.upl.jato f()J' (,',onsitill,'IH.:y with riiUng cl'itoJ'ia hy all Iru..h..'- pendent consultant )'('t.:dnc'u U)' IIlutua] l.'onst.,'llt of al] thL' ('dlUlt it.,,,; ill till-' rccion, t ~,.~ I .Y A. RDAD GEOMETRICS . ~WH 1(,t\.1' l~J11! ~''u)I'l':':--./I('''1 WAC 136-1=Jli-040 Pg. 1 0 f 4 1a. Exlstlng.Pavement Width (WPE) . ~~ Design Pavement Width (WpD) . ~ lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSU). , lc. C(WpO - WpE) + (WSD - WSE)) x 2.5 ~ ~ Rating (max. 20 pts.) ~ 2. Horizontal AlIgnment Good (0-3) FaIr (4-7) Poor (8-10) ~ 3. VertIcal AJlgnment Good (0-3) Fair (4-7) poor (8-10) -2::- GEOMETRIC RATING TOTAL: z:~ B. TRAFFIC ACCIDENTS .4. Equivalent Property Damage Only AccIdents, Three Year Average !!!.!: 19_ 19_ Property Damaqe Only ~ ~ -L -2::- 0 0 -E- 19 --L 1 2- -n.- --rr- t ..LL--12- Total: --Li- -:- 3 . ,-\.~:, -:- len9th (mfles)..L2i.. . J.:1l.L TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: uS. Current Est. ADT: .1.l..b2- Current Est. Truck APT (If known): - TRAFFIC VOLUME RATING: 19_ -11- -1L Subtotal -tis- D /-. o . 2 0 1 - 50 1 - 5 3 . 4 1 50 . 100 5 - 10 5 - 6 2 100 - 250 10 . 25 7. B 3 250 - 500 25 - 50 9 . 10 4 500 - 750 SO - 75 11 . 12 5 750 . 1000 75 - 100 13 . 14 6 II 1000 . 1250 100 - 125 15 - 16 II 7 1250 . 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . D-l ROADWAY STRUCTURAL CONOITIUN: Asphalt or L .B.S, T. (See D-2 for Port land Cement Con~rl!te.) Types Of Olstress ~ v, Dc reI! of Olstress Perccntdlc of Ot.tress c-:JO 3fx + ~ ~ <: 6. Rutting 1/2" - 1" I" or ..e ter ~ '-l 0 ., 0 If /, 10 f' D '4 0 4 ~ o..j [) 3 :!> () 6 7. Rl1veJing 8. Corrugations 51.' All Igiltor Crack 1 I1g a 10. Transverse Crack i ng 11. Longitudinal Crack ing 12. htching 6 2 to 1/4" r ~r U. FluShing ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics unci :;tructural Condition shall 00 "L'vi<,:wl'd und adjusted as appropriate for consistuncy with tilting crHertLl lIy WI jnd,,- pclldL'nt ""uxultllllt 1'<.!t:tiIlCd by lllutllal "ons<.!nt of all the L'mllll iI'S ill the rueion, . i'4WH 1uUa.l Ull! \\111'1,,:--'111'1'1 WAC 13t1!'fJO-040 Pg. 1 0 f 4 RDAD GEOMETRies 1a. ExIstIng Pavement WIdth (WPE) lb. ExistIng Shoulder Width (WSE) Ie. C(WpD - WpE) + (WSD - WSE)] x 2. Horizontal Alignment Good . ~C) Design Pavement Width (WpO). ~~ . --L Oeslgn Shoulder Width (Ws!)) . ~ -- 2.5 ~ ~. RatIng (max. 20 pts.) ~ (0-3) Falr (4-71 Poor (8-10) ~ 3. VertIcal A)lgnmellt Good (0-3) Fall' (4-7) Poor (8-10) --'12- 7,P1 GEOMETRIC RATING TOTAL: 8. TRAFFIC ACCIDENTS .4. EquIvalent Property Damage Only Accidents. Three Year Average !!!.!: Property Damage Only ~ Fatal subtotal ....12- C) -D- o ,,- -0..- Total: ..lL- -:- 3 . ~ -:- length (:) o --I2..- o -y-g- ~ --2- (mlles)~.~ --L2- -rl- 1~ 19K?- 1983 -L- c) '-- TRAFFIC ACCIDENT RATING: C.@ C. TRAFFIC VOLUME: ..5. Current Est. ADT: ~~ Current Est. Truck ADT (If known): TRAFFIC VOLUME RATING: ~ 0- 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 10D 13-14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 g 20DO . 2500 200 - 250 20+ 10 2500+ Over 250 - .. . D-l ROAOWAY STRUCTURAL CONDITION: Aspha 1t or loB.S, T. Types Of Distress 6. Rutting 7, RavelIng 8, Corrugat Ions 9. AllIgator Crack ing 10. Tran!Overse Crack Ing 11. Longitudinal Crack ing 12. Patching 13. Flushing (See 0-2 for Port land Cement Concrete.) Perc~ntd c of 01~tr~ss ~O. 3rC+ 1" reater II 6 1/4" re tl'r to 1/4" r pr RDADWAY STRUCTURAL CONDITION RATING TOTAL: Ratins,; for Geaootrics ancl st.ructural Condition shall be rc'vk\\".,d llIlU wljustt..>ct as appropriate for consistullcy wi th tating critcrllL l>y '1Il Jnd,,- 1x)llIJl'nt \.:\.Jn~ultant l"t.:'laillC'dby lTlutual consent of all the (.',ountil'H 111 the r<-e1on. \ " ~ VJ :f .;,;: '-1 0 ~- If 8 '0 f' '4 0 ..:LL '-I 0 3 :!> ) \ . ~f. :;- ,.,- A. ROAD GEOMETR I CS 1a. E~tstlng Pavement WIdth (WPE). ~C) Deslgll Pavement Width (WpD). ~~ lb. Extstlng Shoulder WIdth (WSE) . -L Design Shoulder Width (WSO) . ~ -- Ie. C(WpD - WpE) + (WSD - WSE)] x 2.5. t,.'::>. Rating (max. 20 pts.) ~ - -=- 2. HorIzontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ . ~WH HAJ~llnL! ~'''J1'h:--lll'I'1 WAC 13~30-040 Pg. 1 0 f 4 3. VertIcal A)lgnment Good (0-3) Fair (4-7) poor (B-I0) -L12...- 7/9-, GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS .4. Equtvalent Property Damage Only AccIdents, Three Year Average !!!.!: Property Damaqe Only ~ ~ 1~ -.t:L -L- 6 199. C) c) D 1983 -D- --Ll --12- Subtotal 0 -rl- 0 xr ~ -I2... --YL .-!2. '- Total:~-:-3 . ~ -:- length (mlles)~. ~ TRAFFIC ACCIDENT RATING: C'([) C. TRAFFIC VOLUME: ..5. Current Est, ADT: ~~ Current Est. TrUCK AOT (If Known): TRAFFIC VOLUME RATING: ~ 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - I25D 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . t: .~r t ,~A. ROAD GEOMETRICS . ;>.lWll IUU.lLUll! \)\)!"U../Il'!'l WAC 136-130-040 Pg. 1 of 4 1a. Existing Pavement WIdth (WPE). :Z~ Oeslgn Pavement Width (WpO). ~i3 lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSU)' '8 Ie, [(WpD - WpE) + (WSD - WSE)] x 2.5 . 52.~ . Rating (max. 20 pts.l ~ 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. VertIcal A)lgnment Fair (4-7) ~ Good (0-3) Poor (8-10) GEOMETRIC RATING TOTAL: 78 B. TRAFFIC ACCIOENTS .4. Equivalent Property Damage Only Accldellts. Three Year Average !!!.!: Fatal Property Damage Only ""2.. ~ b 19]1. 1982 19lL?:. ~ ~ ',-., -=L ~ -5:- --=L II \""2.. ,,- --nr- ~ --1L ...:2L-'L Total: ~ -:- 3 . 'Z7.bb -:- length (miles >.k21?..- . ~ TRAFFIC ACCIDENT RATING: :z... ,:, -0- Subtotal C. TRAFFIC VOLUME: ..5. Current Est, ADT:~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: 10 0-2 0 1 - 50 1 - 5 3 - 4 I 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 ... . .WAC 136-130-040 P9. 2 of 4 D-l ROADWAY STRUCTURAL CONOITIUN: Asphalt or loB.S,T. (See D-2 for Portland Cement Con.:rete.) Types Of Olstress 6. RuttIng 7. R4ve ling 8. Corruga.tlons 9. A ll1ga.tor Crack lng 10. Tran!Overse Cra.ck Ing 11. Longitudinal Crack ing 12. Patching 13. Flushing Percent4l e of Db"t'.cs~ ~:ro' fx+ 1/2" - 1" pi or re ter a 6 ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics un<l structural Condition shall be r(:viu",,,d and adjusted as appropriate for cOllsi",tL'llcy with tilting criteria lJy all lnd,,- pendent eUIl,,"'Ultant retailled by lll11t"al consent of all the countiu" ill the rccion. ~ ~. ~ V") :t <: '-1 0 ...Lf2._ tr ,00 f' 0 '4 0 ~ Lj 0 ~ :!>O 0 , . ~ t .;,r , ,~A. ROAD GEOMETRICS . NWf( I!tU"'l1l1L! ~"\)J"h:--lIt'I.'1 WAC 136!f30-040 Pg. 1 of 4 la. ExIstIng Pavement WIdth (WPE) . ~~ DesIgn Pavement Width (WpD) - ~cJ' lb. ExIsting Shoulder Width (WSE) . ~ Design Shoulder WIdth (WSO) . ~ I 1 c. C (WpD - WpE) + (WSD - WSE) J x 2.5>> :z:-C;-. Rating (max.20 pts.) .' z;.0 2. HorIzontal AlIgnment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. VertIcal A)lgnment Good (0-3) FaIr (4-7) Poor (8-10) ~ GEOMETRIC RATING TOTAL: Z-?:, 8. TRAFFIC ACCIDENTS *4. EquIvalent Property Damage Only Accidents, Three Year Average !!!.!: Property Damaqe Only .!!!.l..!!.!:.l Fatal ~ ~ -'L D ~ --L 2Q.-2- Total: -3.L -:- 3 .~"': length (mt les)~ . ~ TRAFFIC ACCIDENT RATING: I9&! 19_ ~ -L -12- I ,,- -L 19_ -L ~ -rl- subtotal '-- C. TRAFFIC VOLUME: Of *.5. Current Est, AOT: I[)~urrent Est. Truck ADT (if known): TRAFFIC VOLUME RATING: (;, 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11-12 5 750 - 1000 75 - 100 13 . 14 6 II 1000 - 125D 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 .. . D-l ROADWAY STRUCTURAL CONDITION: Asphalt or L.B.S,T. Types Of Distress 6. Rutting 7, Raveling 8. Corrugations 9. AllIgator Cracking 10. Tran!Overse Crack Ing 11. Long ftud t na I Cracking 12. PatchIng 13. FlUShIng (See D-2 for Portland Cement Concrete.) Perc~ntd e of D1~trcs~ ~O. 3r" + 1/2" - I" 1" or re ter 2 8" 6 1/4" re tl'r . RDADWAY STRUCTURAL CONDITION RATING TOTAL: RatinGs for Geaootrics unci Structur".11 Condition shall be l"c'vi0w,'d ,md adjusted as appropriate for consistullcy with tilting criteria LJy all jnde- p'-'ndcnt cullsu]tant !'~t~illcd by fTRJt,ml consent of all the count 1l'H in thC! ruc1on. , .. ~ ...., :f <: '-1 0 ~- tr '0 f' 4 n ~ '"' 3 :!> "2-' b . .t: :;r" , ,.,- A. ROAD GEOMETRies . ~WJt l(J.AllU11! \"'II.I~SIH'I'1 WAC 1~30-040 Pg. 1 of 4 1a. ExIsting Pavement Width (WPE). 7~() Design Pavement Width (WpO). ~~ lb. Existing Shoulder WIdth (WSE) " ~ Oeslgn Shoulder Width (WSO) . ~ Ic, C(WpO - WpE) + (WSD - WSEl] x 2.5 ~ z?~ . Rating (max. 20 pts.) ~~ 2. HorIzontal Alignment Good (0-3) FaIr (4-7) Poor (8-10) ~ 3. VertIcal A)lgnment Good (0-3) Fair (4-7) Poor (8-10) ~ GEOMETRIC RATING TOTAL: ~l 8. TRAFFIC ACCIDENTS .4. EquIvalent Property Damage Only Accidents, Three Year Average !!!.!: Property Oamaqe Only ~ ~ 19BI .....LL -L2- ~ 1982- .......c::L. -LJ- -'L- ~9&'3 -L2- () ~ Subtotal ,q- 0 0 --rr- -rw '-- . -12-. Tot II 1.: -!2- -:- 3 . -'2- -:- length -I2- --!2- (mlles)--LL- . -'L- TRAFFIC ACCIDENT RATING: C> C. TRAFFIC VOLUME: ..5. Cur~ent Est. ADT: ~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: ~ 0- 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11-12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 .. . .'WAC'136-130':040 pg. lort. D-l ROADWAY STRUCTURAL CONDITIUN: Aspha 1t or loB.S, T. Types Of DIstress 6. RLltting 7. RavelIng 8. Corrugations 9. AllIgator Crack ing 10. Trcln!Overse Crack t ng 11. LongItudinal CraCking 12. Patching 13. FlLlshlng (See 0-2 for Portland Cement Concrete.) Perc~ntdle of Dtstre~s fj...-::--:rO' r + 1/2" I" 1N or reatp-r II 6 ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics unci ~tructural Con<li tion shall be ruv \c.:v."d uncJ adjusted as appropriate for cOllsistullCY with tlltilll; criterill by un JncJo- p"IlUCllt C"IlS11ltant l'etaincd b>' "Rltllal consent of all the cllllnt!",; in the r<-e1on. ~ ~ VJ ~ ~ <: '-1 D ....Le.._ If ., 10 ":J f'O '40 ~ '"' :} :!> C> L/- . { :;Y I . .,- A. ROAD GEOMETR I CS . . ~WH Ju\JI HallJl1! \'hll'i\:--'III'l"1 WAC 136-130-040 Pg. 1 of 4 1a. Existlng.Pavement Width (WPE) . ~ Design Pavement Width (WpD) . ~ lb. Existing Shoulder WIdth (WSE) . ~ Design Shoulder Width (W~O) . ~ Ie, C(WpO - WpE) + (WSD - WSE)] . 2.5 ~ --L..:':L.. . Rating (max. 20 pts.) /~ 2. HorIzontal AlIgnment 3. VertIcal A)lgnment Good (0-3) Good (0-3) Fatr (4-7) FaIr (4-7) Poor (8-10) Poor (8-10) ~ ~ /9 GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIOENTS *4. Equivalent Property Damage Only Accidents, Three Year Average !!!.!: Property Damage Only 19m "3- 19!1- L- 19.1~ -2- Subtota 1 5" ,,- ~ -+fL Total: ~ -:- 3 . ,.bl -:- length (mfles)...L..18...- . .2d1- TRAFFIC ACCIOENT RATING: ~ ~ Eilil ----L -f2- -L ~ -L -11- :3 1) ,..-r- ~ C. TRAFFIC VOLUME: ..5. Current Es t. ADT: "270 b Current Est, Truck ApT (If known): TRAffIC VOLUHE RATING: 10 0-2 0 1 - 50 1 - 5 3 - .. 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 \J - 10 4 500 - 750 50 - 75 11-12 5 150 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 0-1 ROADWAY STRUCTURAL CONDITIUN: Asphalt or L.B.S,T. (See D-2 for Portland Cement Cono:rete.l Types Of Distress 6. RYtt Ing 7. Raveling 8. Corry Qat Ions 9. AllIgAtor Cracking 10. Triln!Overse Crack Ing 11. Longitudinal Cracking 12. PatchIng 13. FlUShing Perc~ntdlC of 01~tr~~~ ~O. 3r~ + 1/2- - I" 1" or re ter 8 6 ROADwAY STRUCTURAL CONDITION RATING TOTAL: RatinGs for c..."Oootrics unci structural Condition shall W !'L'vil.:II",.d aml adjustw as appropriate for conslstuncy with tilting criterlu \.Jy an j ndc,- pendt.mt "':l.JI1;..;ultant l'lJtainod by Iflut\aal l~nn5l..!'nt of all the (,',ountit.:-; ill lh~ r'-'Cion. J ~ V) ... ~ ;,; '-1 (") ~- tr 10 t' 5 4 6 j 4 ~ '"' (') 3 :!> 0 R )..< .~l' t ..... A. ROAD GEOMETR I CS . ~Wl( fuU" . LW! IhH',..:--.lU'I>j WAC 136-130-040 Pg. 1 of 4 1a. ExIsting Pavement WIdth (WPE) . ~ Design Pavement Width (WpD) . 7-~ lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSU) ~ lc. C(WpD _ WPE) + (WSD - WSE)] x 2.5. 7_0. Rating (max. 20 pts.) -z...0 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ 3- z.~ 3. VertIcal A)lgnment Good (0-3) Fair (4-7) poor (8-10) GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIOENTS .4. EquIvalent Property Damage Only Accldellts, Three Year Average !!!.!: Property Damaqe Only !!!J!!!.l ~ 19B1 ~ .---L --'L 19_ .....t2- -L2. J2 19a"? ..2- -D.. ..LL Subtotal -R- ~ ft .J2 JL -2- '-- . Total: 4- -:- 3 . -L -:- length (mlles)~. Z,\p 1 TRAFFIC ACCIOENT RATING: \ : C. TRAFFIC VOLUME: **5. Current Est. ADT: Lj?:>l Current Est. Truck APT (if known): - TRAFFIC VOLUME RATING: '3 0- 2 0 1 - 50 1-5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11-12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 B 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 .. .. . ~AC 13G-130-040 p~. l oi ~ D-l ROADWAY STRUCTURAL CONDITION: Asphalt or l.6.S,T. Types Of Olstress 6. Rutting 7. RAve ling 8. CorrugatIons 9. A 111giltor Crack lng 10. Trcln!Overse Cracking 11. Longitud Ina I Crack ing 12. PAtChing 13. FluShing (See D-2 for Port I and Cement Concrete.) Perc~nt4lc of D1~trcss L - 30 3rt + 112" - I" I" or re ter 2 8 6 2 to 1/4" r ~r ~ ~ ~ or) :} <: '-1 D ~- tr :3 10 f' '4 c:? 3 ~ '"' 3 (;) :!> h Ratinlo'>l for Geaootrics unci Structural CondiUoll shall W n:vil1w,'d :U1d adjust,->d as appropriate for consisLuncy with tilting criterlll LJy :UI jndo- pundt:nt c"llsultllllt rd.aincd by llI11t\lal ""nscnt of all the (""lilt iI'S in tho rc.c1on. ROADWAY STRUCTURAL CONDITION RA TlNG TOTAL: .-,.<:' .t. :ir , ,.,- A. ROAD GEOMETRICS Ia. ExIsting Pavement WIdth (WPE) lb. Existing Shoulder Width (WSE) 1c. C(WpD - WpE) + (WSD - WSE)] x . j\jWH lW.lLUll! Ih)/'l,:--;ll('.'l WAC 136-13D-040 Pg. 1 of 4 . ~ Design Pavement Width (WpD) . ~ . ~ Design Shoulder Width (WSD) ~ ~ 2.5 ~-2L Rating (max. 20 pts.) ~ 2. Horizontal Alignment 3. VertIcal A)lgnment Good (0-3) Good (0-3) FaIr (4-7) Fair (4-7) Poor (8-10) Poor (8-10) ~ -L- 8. TRAFFIC ACCIDENTS GEOMETRIC RATING TOTAL: '2. L../ .4. Equivalent Property Damage Only Accidents, Three Year Average !!!.!: I9~ 19 rrz. I9JJ) Property Damaqe Only l!!J.l:!!.l Fatal D -L ~ ~ --L ~ ---12- I --C.L Subtotal o --rr- 3 --rr- '........ ~ --u- ---1.!6--1L Totil1: -.l.8-- -:- 3 . ~ -:- length (mi1es)~ ..1I21L TRAFFIC ACCIOENT RATING: C. TRAFFIC VOLUME: "5. Current Est, ADT: 779~ Current Est. Truck APT (If known): ~ TRAFFIC VOLUME RATING: ~ 0-2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15-16 II 7 1250 - 1500 125 - 150 17 - 18 B 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 >. . . WAC 136-130-040 pg. 2 D-1 ROADWAY STRUCTURAL CONDITION: Asphalt or l.8.S,T. (See 0-2 for Portlanll Cement Concrete.) v , " ~ VJ Types Of Olstress 6. Rutt Ing 7. Raveling 8. Corrugat Ions 9. Alligator Crack1ng 10. Tran!Overse CrackIng 11. longItudInal Crack ing 12. PAtchin9 13. Flushing Pe~c~ntdle of Otstrc$~ ~lO 3r~+ :} <: 1/2" - 1" 1" or re t?-r 8" '-1 n -LL_ tr ,0 D 6 f' () '4 0 ..:L.LL. '"' 0 3 0 :!> to 1/4" r pr RDADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics 'Ulcl Structur-..l Condition shall be ruviu\",d "I,d adjust<.>d as appropriate for consisLul1cy with tating criterlll LJy WI indc- pcnut.:'llt l:ullsultant l'~taincd by lHuhlal consent of all tho c.ountios ill the r<.Clon. . ,~t: . .; ." A. ROAD GEOMETRICS . . . ~WH lC1-U' I(,:UUIL! \hll"l\:-<oIIl.' 'I WAC 136-130-040 Pg. 1 of 4 Ia. Exlstlng.Pavement Width (WPE) . ~ Design Pavement Width (WpO). ~~ lb. Existing Shoulder WIdth (WSE) . ~ Design Shoulder Width (WSU) _ ~ Ie. r(WpO - WpE) + (WSD - WSE)] x 2.5 . ~ . Rating (max. 20 pts.) -R 2. HorIzontal AlIgnment Good (0-3) FaIr (4-7) Poor (8-10) ~ 3. Vertical A)lgnment Good (0-3) Fair (4-7) Poor (8-10) ~ 8. TRAFFIC ACCIDENTS GEOMETRIC RATING TOTAL: If .4. Equivalent Property Damage Only AccIdents. Three Year Average !!!.!: Property Damaqe Only ~ f!.W. 19_ ~ --..n... n 19_ 'r~ -L- 0 19_ -1- --1--CL Subtotal -!+- --h--y-Q- --L ~_ Total: \~ -:- 3 . L.L:s3-:-length (mile's) Z.!aS-.--1..:...f2.. TRAFFIC ACCIDENT RATING: ~ C. TRAFFIC VOLUME: *.5. Current Est. ADT: ~ Current Est. Truck APT (if known): _______ TRAFFIC VOLUME RATING: ~ 0-2 0 1 - 50 1 - 5 3 - 4 I 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 II - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 100D 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . .. 0-1 ROADWAY STRUCTURAL CONDITIUN: Asphalt or loB.S, T. (See D-2 for Port land Cement Concrete.) ~ or, Types Of Olstress 6. Rutt1ng 7. Raveling 8. COrrUll4t Ions 9. Alligator Crack lng 10. Tran!;versll Crack Ing 11. Long1tudlnal Crack ing 12. Patching 13. Flush Ing Perc~nt4lo of D1~tr~s~ ~o 3r~ + ..i. ~ <.: 1/2" - 1" I" or re ter ~ '-1 'Z... ...."i....Q..- tr 108 f' "Z- '4 D :I ~ ., o.j Z 3 "3 :!> IA 8 6 to 1/4" r er ROADwAY STRUCTURAL CONDITION RATING TOTAL: Ratinj;Ol for Ceaootrics ancl :itructural Condition shall 00 I'~'vjl:w,'d ..no adjust(.>(j as appropriate for consist~'llcy with tilting critcriu. LJy an j no,,- pendent cullsu)tant J'f...'taincd by rnut,ml consent of all the COUllt "'K in the: nelon. .; f.-I" ", "'I<;e;;, I .; ...,- A. ROAD GEOMETRICS la. Existing Pavement WIdth (WPE) . "2.0 Desfgll Pavement WIdth (WpD) . M-. lb. ExIsting Shoulder WIdth (WSE) . -L Oeslgn Shoulder Width (WSU) ~ "2- Ie. [(WpO - WpE) + (WSD - WSE)] x 2.5 ~ ~~ . Rating (max. 20 pts.) ~ 2. HorIzontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. VertIcal A)lgnment Good (0-3) Fair (4-7) Poor (8-10) ~ . . :-lWlt Hili' Halul1! I)I)I'I\:-./lt'." WAC 136-130-040 Pg. 1 of 4 GEOMETRIC RATING TOTAL: ?A 8. TRAFFIC ACCIOENTS .4. Equivalent Property Damage Only Accidents, Three Year Average Year Property Damaqe Only ~ Fatal 19~ -L ---12- ---2- 19Ji..~ D ~ cJ 19 ~::, -L 0 ~ Subtotal -z.. -rl- 0 Tl -y-g- '- ---I2- ~ '- (mIles) 0.57 .-Ld.2.. Total:~ -:-3 . .QJ;:L -:- Length TRAFFIC ACCIDENT RATING: C) C. TRAFFIC VOLUME: ..5. Current Est. ADT: ~ Current Est, Truck ADT (If known): TRAFFIC VOLUME RATING: 5" o - 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 20DO - 2500 200 - 250 20+ 10 2500+ Over 250 >. . WAC 13u-l:JO-040 pg. 2..jJt -:. 0-1 ROADWAY STRUCTUIlAL CONDITlUN: Asphalt or l.B.S,T. Types Of Distress 6. Rutting 7. Raveling 8. Corruga t Ions 9. Alligator CraCking 10. Tran!Overse CrackIng 11. LongitudInal Crack ing 12. Patching 13. FlUShing (See D-2 for Portland Cement Concrete.) ~ , " ~ VJ Dc rce of Distress Percentdle of D1stre~~ c-=-30' rC"+ ':t .a: ter '-1 D 2 .."Lf2._ If 8" ~- 6 f' 6 2 '4 () to 1/4" 3 r pr ~ '"' () ROADWAY STRUCTURAL CONOlTION RATING TOTAL: "3 Ratings for Geaootrics 'U"lcl ~;tructural Conditioll shall be l',:vivw"d ,,11<.1 adjustL>d as appropriate for cOllsisLcllCY with tilting criteria uy 1U"l j ndo- p....ndcnt l.'ul\sllllant l'L'l.aincc1 by mutlml eClnsent of all the (,'.ollfltins in tho r\..cion. .j.< '; ,~A. RDAD GEOMETRICS . i-lWlt ltfUelLU1L! ~h)I'I<.:->rl('I'1 WAC 136-130-040 Pg. 1 of 4 la. ExistIng Pavement Width (WPE) . ~'2- Design Pavement WIdth (WpD) . ...3..:::L lb. ExIsting Shoulder Width (WSE) . ~ Oeslgll Shoulder Width (WSO) ~ 3- Ie. C(WpD - WpE) + (WSD - WSE)] x 2.5~~ Rating (max. 20 pts.) ~ 2. Hor fzon ta 1 A l1gnmen t Good (0-3 ) Fair (4-7 ) Poor (8-10) 3 3. Vertical A)lgnment Good (0-3) FaIr (4-7) poor (8-10 ) -.L GEOMETRIC RATING TOTAL: 8. TRAFFIC ACCIDENTS .4. Equivalent Property Damage Only AccIdents, Three Year Average ~ Property Damaqe Only 19.fu 19,E- 19>> subtotal 3- ...12- ...L b -rr- -L Total: -1B.... -:- 3 . ~ -:- length ~ ~ --L- 0 - -2- ~ ---L- 0 ',-. z. --rr- -yzs- --1l.. -12- (ml1es)~. 2.,(, TRAFFIC ACCIOENT RATING: C, TRAFFIC VOLUME: ..5. Current Est. ADT: t~~() Current Est. Truck ApT (if known): TRAFFIC VOLUME RATING: ~ o - 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 1\ 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 g 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 ". \,.r . i,< ',~ I /- A. ROAD GEOMETR I CS . ~WH 1(.tUI .UH! \h)J'I"'~lll"'1 WAC 136-130-040 Pg. 1 of 4 la. ExIsting Pavement WIdth (WPEl . ~~ Design Pavement Width (WpD) . 28 lb. ExIsting Shoulder Width (WSEl . ~ Design Shoulder Width (W$U) . 3- Ie. C(WpO - WPE) + (WSD - WSE)] x 2.5 ~ -L5.- Ratlllg (max. 20 pts.) ~ 2. Horizontal Alignment Good (0-3) FaIr (4-7) Poor (8-10 ) ;, 3. Vertical A)lgnment Good (0-3 ) Fair (4-7) Poor (8-10 I --2- GEOMETRIC RATING TOTAL: 2. \ B. TRAFFIC ACCIOENTS .4. Equivalent property Damage Only Accidents. Three Year Average !!!.!: Property Damaqe Only ~ ~ [ilil 19~ 19B2- 19..t=? --L- -12- ~ Subtotal -'2- -C2.- ~ ~ o ~ T1 xr -L Jfi...JL Total: -1L -:- 3 . -.l2.- -:- length (mlles)~ . 2.88 TRAFFIC ACCIDENT RATING: -2- o -nr C. TRAFFIC VOLUME: ..5. Current Est. ADT: ~ Current Est. Truck ApT (If known): TRAFF I C VOLUME RA T1 NG : t-/ o - 2 0 I - SO 1 - 5 3 - 4 1 50 . 100 5 - 10 5 - 6 2 100 . 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11-12 5 750 - 1000 75 - 10D 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 . .. . ~AC IJG-1JO-040 py. 2 oi--4 D-l ROADWAY STRUCTURAL CONDITIUN: Asphalt or l.B.S,T. Types Of Ols tress 6. RlItt ing 7. RAve 11ng 8. Corrugations 9. AlligAtor CrAcking 10. Trc1n~verse Cracking 11. LongitudInAl Cracking 12. PAtching 13. FluShIng (See 0-2 for Portland Cement Concrete.) ~ ~ V) Perc~nt4le of D1~tr~5~ ~O 3r~ + ~ <:: 1/2" - I" 1M or reo ter 2 '-1 0 ~- tr 6 10 f' 'l 0 3 ..JL '"' 3 0 :!> g Ii 6 ROADWAY STRUCTURAL CONDITION RATING TOTAL: RaUnllOi for Geaootrics unci :itructural Condition shall be r<.:v i<.:lI"l,d ami adjustod as appropriate for consistuncy with tilting critorill uy un JlIdo- pendent c\Jllsultant retained by lTlutual eonsent of all the ec>unth'~ in the r<-eion. i< ;;r ,"- A, ROAO GEOMETR I CS . . NWH JuUJ H.:llllll! \h)/"I~:--;It('I'1 WAC 136-130-040 Pg. 1 of 4 la. ExIstIng Pavement Wtdth (WpE) . :S~ DesIgn Pavement WIdth (WpD). ~~ lb. ExIsting Shoulder WIdth (WSE) . ~ Design Shoulder Width (WSO) . ~ Ie. C(WpO - WPE) + (WSD - WSE)] x 2.5 ~ ! .:::;. Rating (max. 20 pts.) los 2, Horizontal Allgnmellt Good (0-3) Fair (4-7) Poor (8-10) -L . 3, VertIcal A.1tgnment Good (0-3) Fair (4-7) Poor (8-10) -L 8. TRAFFIC ACCIDENTS GEOMETRIC RATING TOTAL: '"Z\ .4. Equivalent Property Damage Only AccIdents, Three Year Average ill!: Property Damage Only !!!l!!!:l ~ -.Q. () ~ o ~ o ~ C) .J:L. "Z..c ,.,- ---Z... Total: ~ -:- 3 . ~ -:- length I9S} 19~ I~7 -D- 0_ o o X""""b" ~ Subtotal "'-.. C. TRAFFIC VOLUME: "5. Current Est. ADT: ISc{l)current Est. Truck APT (If known): _ TRAFFIC VOLUME RATING: (mf1es)~ . ~ TRAFFIC ACCIOENT RATING: a 8 0- 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 . 12 5 750 - 1000 75 - 10D 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - ISO 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2DOO - 2500 200 - 250 20+ 10 2500+ Over 250 .. . .'WAC13G-130-040 pg. lof....4 D-l ROADWAY STRUCTURAL CONDITIUN: Asphalt or l.B.S,T. (See D-2 for Portldnd Cement Con,rete.l Types Of Distress 6. Rutting 1/2" - I" I" or re ter ~ ~ ... VJ ':f ;::; '-1 0 ~- tr ,0 f! '4 0 ~ '"' 0 3 :!> 0 + 7. Rave ling 8. Corrugat Ions 9. A 111 gator 8 Crack ing 6 10. Tran!Overse Crack Ing 11. longItudInal Crack Ing to 1/4" ,. er 12. Patchln9 13. Flushing RDADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics .1Ile! Structul".ll Condition shall be r"vlowed and adjusted US appropriate for consitiLUIlCY with tilting criteria by an Jndo- pcndollt C,,,,,.;ulta.nt ,'otained by lIlutual consent of all the cOl1nl!(!,.; in the rUl.:lon, .' . . ~WH HiUI l{aLllll.! \)'111'1<.:--.:11(-4'1 WAC 136-130-040 Pg. 1 of 4 .. . .~.?e:< , .; ,"-A. ROAD GEOMETRIes la. ExIstIng Pavement Width (WpE). "28 Design Pavement Width (WpO) .3fL lb. ExIsting Shoulder WIdth (WSE) - ~ Design Shoulder Width (WSO) . ~ Ie. [(WpD - WpE) + (WSO - WSE)] x 2.5 ~ 37,S' . Rating (max. 20 pts.) :2C) 2. HorIzontal Alignment Good (0-3) Fair (4-7) Poor (8-10) 0 3. VertIcal A)lgnment Good (0-3) FaIr (4-7) Poor (8-10) ~ GEOMETRIC RATING TOTAL: 2'0 8. TRAFFIC ACCIOENTS .4. Equivalent Property Damage Only Accidents, Three Year Average ~ Property Damage Only ~ Fatal 198/ ---.L ~ ...Q..-.- 199Z. --I2.- --12- --!L- 19B3 --.1.- -'2- ~ Subtotal -rt- () 0 Tb --xzs- -=:?::::- D 0 '....... Total: -2- -:- 3 . J:1U.. -:- length (ml les>..L:.il- . (),'-/Z- TRAFFIC ACCIDENT RATING: o C. TRAFFIC VOLUME: ..5. Current Est. ADT: .yOOo Current Est. Truck APT (If known): TRAFFIC VOLUME RATING: 10 o . 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 SO - 75 11-12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 18 0 1500 - 2000 150 - 200 19 - 20 g 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 - .. .WAC 13G-130-040 1'9- l of 4'. D-1 ROADWAY STRUCTURAL CONDITIUN: Asphdlt or loB.S,T. (See D-2 for Portland Cement Con.;;rete.) ~ , .. w VJ Types Of Distress 6. Rutt ing 7. Raveling 8. Corrugations 9. A 11 Igdtor Cracking 10. Tran!Overse Cracking 11. longitudinal Cncking 12. PatChing 13. Flushing De ree of Distress Perc~ntdle of 01str~ss ~O'. 3r + K o <: 1/2" - 1" 1" or re ter 6 2 '-1 0 ~- If '0 /) f' 0 '4 t:J ~ '"' / 3 :!> I.J I 8 to 1/4" r r ,. ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Gc.'Orletrics unci Structural Condition shall be r~'v Iuwlld and adjustod as appropriate for collsistuncy with tilting criterlll LJy 1m lode- pendent c,,,,,",ultnnt l'etalned by llIutual consont of !Ill tho (\ounti<!s ill tho r'-'C1on. -' . ~ ..~~e";: .. .; ,.,- A. ROAD GEOMETR I CS NWlt !(J.U.lLUILr \'\)I'I';'~llt'('1 WAC 136-130-04D Pg. 1 of 4 la. ExIstIng Pavement WIdth (WPE) - ~,'3 DesIgn Pavement WIdth (WpD). ~t/ lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSO) . ~ Ie. C(WpD - WpE) + (WSD - WSE)] x 2.5 ~ lZ. ~ . Rating (max. 20 pts.) ~ 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) -12- 3. VertIcal A)lgnment Good (0-3) FaIr (4-7) Poor (8-10) ~ B. TRAFFIC ACCIDENTS GEOMETRIC RATING TOTAL: .4. Equivalent Property Damage Only Accidents, Three Year Average !!!.!: Property Damaqe Only '....... ~ o o o ,.,- o Tot41: \ L -:- 3. +- -:- length 19~ \ 19~ z.. 19'1.,3 Subtotal F ata 1 ~ --52 o -z....- 0 --rr- --r2r 1""2-. 0 (miles) \,'2,"2,. 2,,01 TRAFFIC ACCIDENT RATING: ~ I -L <::0 C. TRAFFIC VOLUME: ..5. Current Est. ADT: lo~() Current Est. Truck ApT (if known): _______ TRAFFIC VOLUME RATING: 2.""3> b o - 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - B 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 .. . _WAC 136-130:'040 1'9. l of' 4 ~ D-l ROADWAY STRUCTURAL CONDITIUN: Asphalt or l.B.S, T. (See 0-2 for Portland Cement Concrete.) Types Of Olstress De ree of Olstress 6. Rutting 112" - 1" 1" or re ter 7. Raveling 8. Corrugations 9. A 11 Igiitor 8" Crack ing 6 10. Transverse Crack Ing 11. longitudinal Crack Ing 12. Patchin9 13. Flushing ~ ROADWAY STRUCTURAL CONDITION RA lING TOTAL: Ratings for Geaootrics ancl Structural Con<.lition shall be ruviu""d .m<.l adjusted as appropriate for cOllsistullCY with tating criteria by an Jllde- ~nuont ...:ul\:-iu)tnnt retained by rtlUhlal eonse-nt of all tho cOllnti(~s in the r<-eioll. ~ 3 VJ ~ o :;: L{ D D ~- f' 0 '4 0 ~ '"' D 3 :!>O { . .;,>e', . '. ..' A. ROAD GEOMETR I CS . ~Wlt lUU.lLlnlt \'i(I!'j(:->llt't'j WAC 136-130-040 Pg. 1 of 4 1a. Existing Pavement Width (WPE) . ~~ Design Pavement Width (WpD). ~-L- lb. ExIsting Shoulder WIdth (WSE) . ~ Design Shoulder Width (WSO) ~ ~ Ie. [(WpO -. WpE) + (WSD - WSE)] x 2.5. "2.,'5. RatIng (max. 20 pts.) ~ 2. HorIzontal Alignment Good (0-3) Fall' (4-7) Poor (8-10) ~ 3. VertIcal A.llgnment Good (0-3) Fair (4-7) Poor (8-10) -.!:i-- GEOMETRIC RATING TOTAL: 7'2--- B. TRAFFIC ACCIDENTS .4. Equivalent Property Damage Only Accidents, Three Year Average 19~\ 19,&"2- 19~3 Subtotal -.f2 ~ ~ 2- -rr "Z-- ~ ~ () ~ o --rr- Fatal o D o u -yzs- -.2... ~ Property Damage Only '........ -.i:2 Total: ~ -:- 3 . ~ -:- length (mlles)~ . ~ TRAFFIC ACCIDENT RATING: (C?D, C. TRAFFIC VOLUME: ..5. Current Est. AOT: Z. (iJj Current Est. Truck APT (if known): ~~ TRAFFIC VOLUME RATING: z:.-.. o - 2 0 1 - 50 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11-12 5 750 - 1000 75 - 100 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 g 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 >. . .'WAC 136-130-040 py. l oi r. 0-1 ROADWAY STRUCTURAL CONDITION: Asphalt or l.B.S,T. Types Of Distress 6. Rutting 7. Raveling B. CorruQatlons 9. Alligator Cracking 10. Tran!Overse Crack lng 11. Longitudinal Cracking 12. Patching 13. FluShing (See D-2 for Port land Cement Concrete.) Perccntdlc of Dt~trcss ~'or:'+ I" re- ter 8 6 to 1/4" r r ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics wlCl Structuml Condition shall be revlcwl,d and adjusted as appropriate for consistuncy with tilting criteria LJy un J "do- pendent clJl\Kultnnt retained by IInJt,ml consent of all the counlioH in the r"C1on. .. ~ V) o <: '-1 r"? ~- tr '0 -4' f' 5 '4 (!) ~ o..!-z.:.. .. ":I->e: . .; '. .'- A. ROAD GEOMETR (CS la. ExIsting Pavement WIdth (WPE) . --.!:!Q DesIgn Pavement Width (WpD). -'-/0 lb. ExIsting Shoulder Width (WSEl . ~ Design Shoulder Width (WSO) ~ ~ Ie. [(WpD _ WpE) + (WSD - WSE)] x 2.5 ' ~ . Rating (max. 20 pts.) ~ 2. HorIzontal Alignment Good (0-3) Fair (4-7) poor (8-10) ~ . ~WH W'~llllU! \"ltll'IU..IL('.'l WAC 13~30-040 Pg. 1 of 4 3. Vertical AJlgnment Good (0-3) Fair (4-7) poor (8-10) --L- Lj GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS .4. Equivalent property Damage Only Accidents, Three Year Average Subtotal -L 3- -rl- ~ ~ -L ~ 19'&\ Property Damaqe Only ~ !!!.!: '....... ~ ~ ..-SL. o --rrr- --L ~ JL Total: '65 -:- 3 . \7'".'33-:- Length (miles) Z. ,l c+ . to ,\.o~ TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: ..5. Current Est. ADT: ~ Current Est. Truck ApT (if known): ------- TRAFFIC VOLUME RATING: I() 19~ "Z 19~ ....., ~ * L., &0 0-2 0 1 - SO - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 3 250 - 500 25 - 50 9 - 10 4 500 . 750 50 - 75 11 - 12 5 750 - 1000 75 - 10D 13 - 14 6 II 1000 - 1250 100 - 125 15 - 16 7 1250 - 1500 125 - 150 17 - 10 B 1500 - 2000 150 - 200 19 - 20 9 2000 - 2500 200 - 250 20+ 10 2500+ Over 250 - .. . WAC 136-l:JO-040 pg. Z oi . D-1 ROADWAY STRUCTURAL CONOITIUN: Aspha It or l.B.S,T. Types Of Olstress 6. Rutting 7. RAve ling 8. CorrugAtIons 9. AllIgator CrAck ing 10. Tran!Oversa Crack Ing 11. Longitudinal Crack ing 12. Patchin9 13. FluShing (See 0-2 for Port 1 and Cement Con,rete.) Perc~ntdle of 01st"~S5 b.=J'o.cnr:r+ 1/2" - I" 1" or reo ter 8" 6 1/4" re ter " ~ ,'r ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics und structural Condition shall be r<:vh"\'l,d 'lIld adjusted "-'l npproprillte for consistuncy with fating crit<lria LJy an Jndo- pend<lllt ""nsllltllllt .'otained by IllUt"al consent of all tho c<Jllnti",", in tho r<.e1on. ~ ~. ,j VJ "i ~ '-1 ..Li.._ tr 106 f' 3 '4 D ~ '-1 3 :!> 6 ,"-