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Home My WebLink AboutReel_0059C .......- -' . ~WI( Ittu' l~11..! ~hll'I,:-'IU'I'1 WAC 136-1"S5~040 Pg. 1 of 4 ROAD GEOHETR I CS 1a. Existing ,Pavement Width (WPE) lb. Existing Shoulder Width (WSE) Ie. [(Wpo - WpE) + (WSD - USE)] x . ~() Oeslgn Pavement Width (WpD). ~~ . ~ Oeslgn Shoulder Width (Wsa) . ~ 2.5 . ~ ' Rating (max. 20 pts.) ::;- (0-3) Fair (4-7) Poor (8-10) Good (0-3) Fair (4-7) Poor (8-10) t I~ 2. Horizontal Alignment 3. VertIcal A)lgnment Good GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents. Three Year Average ~ Property Damage Only .!.!!...l!!.!:l E!!.!l o .12- ~ -f2r- 1L Total: -12- -:- 3 . -12..- -:- Length (ml1es)-1L- . ~ TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: "5. Current Est. ADT: ....::::l.D.-- Current Est. Truck APT (If known): _ 1913/ 19.21- 19B? --.fL- ~ --....a.....- o o ~ ~ (> Subtota 1 ~ o ~ ~ o TRAFFIC VOLUME RATING: ~ 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 . 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 . 0-1 ROAOWA Y STRUCTURAL CONDITIUN: Asphalt or L.B.S, T. (See 0-2 for Portland Cement Concrete.) Types Of Distress De ree of Distress 6. Rutting 1/2- - 1- 1- or re tel'" 7. RAvel1ng 8. ClIrruQat Ions 9. AlligAtor II CrAcking 6 10. Trilnsverse CrAcking 2 U. Longitudinal CrAcking to 1/4" r er 12. PAtching 13. flushing ~ j v, ~ ~ <; o.j :2.- 0 ~- If 7 10 f' '2-- 'I 3 ~ ., -1 \ ' 3 Z- :!> - \'J ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratin!;>> for Geaootrics unci :structural Condition shall W I'L'vil':\\'"d and adjusted as appropriate for consistency with J'ating criteria l>y un indo. pcndLmt CI.IIIHu]tant. rUlaincd by Ulutual eonsunt of all the Ci)lJlltit's ill the:: rce1on, ... , J ..' e'. :~~ I ,,"" A. ROAD GEOMETR ICS 1a. Existing Pavement Width (WPE). 2Cc) Design Pavement Width (WpD). 2:CL lb. Existing Shoulder Width (WSE) - ~ Design Shoulder Width (WSU) . ~ 1..- I Ie. C(WpD - WpE) + (WSD - WSE)] x 2.5 .~.." R'atlng (max. 20 pts.) -'6 2. Horizontal Alignment Good (0-3) FaIr :(4-7) Poor (8-1D) ~ 3. Vertical A)lgnment Good (0-3) FaIr (4-7) Poor (8-10) ~ . ~WH Iu.U' A 1IlL! \hll'l\.~IIt'I'1 WAC 136~0-040 Pg. 1 0 f 4 GEOMETRIC RATING TOTAL: z.z;:? B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only AccIdents, Three Year Average :ill!. Property Damaqe Only ~ Fatal UBI -L2... .-CL ~ 19.!-2 0 -D- '0 ~ 192:> ....sL -CL- ~ subtota I 0 0 -tis- ,.,- ~ -..fL ~ -D- Total: ..!L- -:-3 . ~ -:- Length (mlles)~ ~ '- TRAFFIC ACCIDENT RATING: 0 C. TRAFFIC VOLUME: , .*5. Current Est. ADT: -Z'7'BCurrent Est. Truck ApT (If known): TRAFFIC VOLUME RATING: ~ o - 2 0 1 - 50 I - 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 7 1250 - 1500 125 - 150 17 - 18 8 1500 - 2DOO 150 - 200 19 - 20 9 2000 - 250D 200 . 25D 20+ 10 2500+ Over 250 . ~. . D-1 ROADWAY STRUCTURAL CDND1TION: Asphalt or loB.S,T. (See 0-2 for Portland Cement Concrete.) Types Of Distress 6. Rutting 7. RAve 11 I1g 8. Corrugations 9. Alligator CrAcking 10. Trilnsverse CrAcking U. LongitUdinal Crack Ing 12. Patching 13. flushing De r~e of Distress Perc~ntdlC of D1~trcs~ ~O 3r,;+ ter 8" 6 to 1/4" r er ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratins>> for Geaootrics und structural Condition shall be r<.'vlu\\'.'d and adjusted as appropriate for consistency with J'ating crileria l>y un J ndCl- jX>nuent ..",,,sui tant retained by n'Jtllal "onSL'nt of all the eOllllt t..s ill the rucion. ~ '" :f <: o.j V ~- If 10 ":2, f' 0 'I D ~ -1 0 3 I :!> 4 ~ .. . .;.re'. , '...' A. ROAD GEOMETRICS la. Existing Pavement Width (Wpfl . -Z2:::"Deslgn Pavement Width (WpD) . -Z.L lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSO) . ~ Ie. [(WpD - WpE) + (WSD - WSE)] x 2.5 . _ ' R'atl'ng "(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) ~ . ;-";WH ItJ.U' eLJH! \'111'1,:-'111'1'1 WAC l36-l30-D40 Pg. 1 of 4 GEOMETRIC RATING TOTAL: ~L B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents. Three Year Average Year Property Damage Only .!.!!...l!!.!:l Fatal 19.Bl. ~ ~ ---CL.. 19f1? -L2-- ...i!2- ---C:L 19B? ~ --.C:..- -D- Subtotal 0 0 (::, ,,- ~ ~ (') 0 ---'L. ....... 0 Total: -:-3 . ...!2--- -:- Length (mlles)~ -52- TRAFFIC ACCIDENT RATING: ~ C. TRAFFIC VOLUME: .*5. Current Est. ADT: ~ Current Est. Truck ADT'(lf 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 9 - 1D 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 200D - 2500 2DO . 250 20+ 10 2500+ Over 250 >. . .WAC IJG-lJO-040 py. l ot ~, '\. 0-1 ROADWAY 'STRUCTURAL CONOITIUN: Aspha 1t or L.B.S,T. Types Of Distress 6. Rutting 7. RAve ling 8. ClIrrugdtlons 9. Alligator CrAck lng 10. Trilnsverse CrAck Ing 11. Longitudinal CrAck Ing 12. Patching 13. flushing (See 0-2 for Portland Cement Con,rete.) ~ , o- W ." Perc~ntd c of 01~trcs~ ~O" 3rC+ ~ <; 1/2" - I" 1- or re tt!r II- o.j 0 ~- II 10\ 6 f' f:;) 'I 0 ~ -1 0 3 :!>D to 1/4" r er ROADWAY STRUCTURAL CONDITION RATING TOTAL: RatinG" for Geaoolrics unci ~;tructural Condition shall be r<.:vt..:w<'d and adjusted as appropriate for consisLCllcy with fating critcriu l>y un lndo- Ixmdent L"ullsultant retained by muhml cnnscnt of all the ('I)unt ic-s in the r'-Cion. ( :;? I ",. A. ROAD GEOMETR ICS la. Existing Pavement Width (WPE) . ~ Design Pavement WIdth (WpD). ~~ lb. Existing Shoulder Width (WSE) - ~ DesIgn Shoulder Width (WSO) . ~ Ie. [(WpD - WpE) + (WSD - WSE)] x 2.5. '7,~' Rating (max. 2D 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) ~ . :-'WH Ittu' 8lJw: i\III'l,:-'IU'I'1 WAC 136-130-040 Pg. 1 of 11 GEOMETRIC RATING TOTAL: '../~ B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents. Three Year Average !!!!:. 19BI 19,9. 19.[? Subtotal Property Damaqe Only -L J5L -I2- \ T1 --L- TOla 1: ...:.l- -:- 3 . ZZ3.... -:- L eRg th (m 11 es).1.23..- . ..t2:.B5 TRAFFIC ACCIDENT RATING: L:) ~ E!!.!l -1- JL.. -12..- 6 ---12- .b.- I (') -rr ~ -L- ...1:L.. C. TRAFFIC VOLUME: **5. Current Est. AD!': Z8L Current Est. Truck APT (If known): TRAFFIC VOLUME RATING: :5 Is 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 5 150 - 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 200D - 2500 200 - 250 20+ 10 2500+ Over 250 .. . WAC . D-l RDAOWAY STRUCTURAL CONOITIUN: Asphalt or loB.S,1. Types Of Distress 6. Rutting 7. RAve ling 8. ClIrruBAtlons 9. Alligator CrAcking 10. Trilnsverse CrAck Ing 11. LongitudInal Cracking 12. PatchIng 13. fluShIng (Sell 0-2 for PortlAnd ClIlIlent Concrllte.) ~ ~ w V'J Perc~ntdlc of D1~tr~s~ ~O' 3r:e-... : <.: 1/2" - 1M 1" 0" re tel'" j o.j 0 ...l.-Q.- a- t" 10 f' '1 0 ., ~ <1 0 j 0 :!> I 2 6 to 1/4" r- llr ROADWAY STRUCTURAl. COND1TION RATING TOTAL; Ratinj;>> for Geaootrics unci :;tructural Condition shall 00 l'<.:vi<.:w"d ;en<.1 adjusted as awropriate for consistency with fating critcrhL l>y un lndo- ~ndent CUllHUltWlt. retained by Ulul\ml eonscnt of all the (,"iHmt it~~ in the rccion. i< :;? ",. A. RDAD GEOMETR I CS . ~WH Hill) HaLlll1! \"Ol"l<.:-'lll'l'l WAC 136-130-040 Pg. 1 of 4 la. Existing Pavement Width (WPE),~ Z.D..DeSj-9~pavement Width (WpO). Z- z.- lb. Existing Shoulder Width (Wsi-). 2-- Design Shoulder Width (',ISO) . ~ - -./ Ie. [(WpD - WpE) + (WSD - WSE)] x 2.5 ~ ~ ' Rating (max. 20 pts.)--=t--- 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ 4- \7 Good (0-3) Fair (4-7) Poor (8-10) 3. Vertical A~lgnment GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents, Three Year Average ~ Property Damaqe Only .!!!J.l!!t. E!!.!l 19.6.1 -'L 0 0 19~ .-tL ~ ~ 19~3 .-i2.- ~ --D- Subtotal ,.q.... ~ -r;} '-.' -L2- ~-D- Total: ....!:2.- -:- 3 . -D- -:- Length (miles) 0,(05 . ~ TRAFFIC ACCIDENT RATING: c:) C. TRAFFIC VOLUME: .*5. Current Est. ADT: ~)S- Current Est. Truck ApT (If known): ------- TRAFFIC VOLUME RATING: ~ Is hi her ratln verage a y Truck Traffic o - 2 3 - 4 5 . 6 7 - 8 9 - 10 11 - 12 13 - 14 15 . 16 17 - 18 19 . 20 20+ o 1 2 3 4 5 6 7 8 9 10 1 - 50 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 II 1000 - 1250 1250 - 1500 1500 - 2000 2DOO - 2500 2500+ 1 - 5 5 - 10 10 - 25 25 - 50 50 - 75 75 - 100 100 - 125 125 - 150 150 - 200 200 - 250 Over 250 ~. 0-1 ROADWAY STRUCTURAL CONDITIUN: Asphalt or L.B.S,T. Types Of Distress 6. Rutting 7. RAveling 8. Corruaat Ions 9. Alligator CrAcking 10. Trilnsverse CrAcking 11. Longltud In41 CrAcking 12. PAtching 13. Flushing (See 0-2 for Portland Cement Concrete.) Percentdl e of Dhitress ~3"O r:e-+ 112- - 1" IN or re ter II" 6 ROADWAY STRUCTURAL CONDITION RATING TOTAL: Rating>> for Geaootrics IUlc1 Stl"Uctural Condition shall be rl.:v1e\\'"c.! IUlc.! adjusted as appropriate for consistency with J'at1ng criteria l>y un lnde- pcndcnt ",,,nHultllJlt j."tained b~' llIutllal eonscnt of al1 the c",untkH in the nelon. ~ ~ V) ~ <: o.j D ...LD_ If 5, 10 f' 0 <j D ....:L.f2.... '-l 2- 3 :!> I"? '5 .-- . t: .;r ,~A. ROAD GEOMETRies . ~Wlt ItlUAllU}l! \"1""1(:--;11('1'1 WAC 13~30-040 Pg. 1 of 4 la. ExIstIng Pavement Width (WPE) lb. Existing Shoulder Width (WSE) Ie. [(Wpo - WpE) + (WSD - WSE)] x ...l:.2.-. Design Pavement Width (WpD) - z.. 'Z- . ~ Design Shoulder Width (WSO). ~ .--- ......- 2.5 . --2- ' 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 -4- B. TRAFFIC ACCIDENTS GEOMETRIC RATING TOTAL: /"2, *4. Equivalent Property Damage Only Accidents, Three Year Average !!!!: \ 19~ 19S- 19~ Property Damaqe Only -2- ----L -CL -rl- ----L Total: ~-:- 3 Subtotal .!.!!J.!!.!:.( Fatal b (j -D- D -LL --'=L 0 0 ~ ~ 0 ....Q.. '-." . ~ -:- Length (miles) "Z.sb . ~ TRAFFIC ACCIDENT RATING: cO::. 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 S - 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 ~ .... . 4It'WAC 136-130-040 py. l of 4---" D-l ROADWAY STRUCTURAL CONDITIUN: Asphalt or L.B.S,T. Types Of Ols tress 6. Rutting 7. Raveling 8. Corrugations 9. Alligator Crack lng 10. Trilnsverse Crack lng 11. Longitudinal Cracking 12. PAtchtng 13. flushing (See 0-2 for Port 1 and Cement Concrete.) ~ ~ V) PercentdlQ of Ol,trc$$ ~30:C 3fC+ "d- <: 1/2- - 1" 1M or re ter 6 2 '-l ~- g- ? 10 l' '4 0 ~ -1 J 3 :!> ./ 9 J, ROADWAY STRUCTURAL CONDITION RATING TOTAL: Rating>; for Geaoolrics :ulCl :structural Condition shall be n.:viewod 'U1d adjusted as appropriate for consistency with J'ating criteria l>y WI Jude- pcnuont ~unsultant. retained by IInJtlml consent of all the eountinH in the rLt: ion. . f: ;,,'? . ,,'. A. RDAD GEOMETR I eS . :-.lWH IltUI.lll1l..! ~'\ll'.,:--;lll 'l'l WAC 136-130-040 Pg. 1 of 4 la. Existing Pavement Width (WPE) . ~ Design Pavement WIdth (WpD). Z;-Z-- lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSO) . ~ Ie. [(WpD - WpE) + (WSD - WSE)] x 2.5 . ~ ' Ratlng(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 q -r-- GEOMETRIC RATING TOTAL: 1'-+ B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents. Three Year Average ~ Property Damage On ly .!.!!...l!!.!:l Fatal 199j --L -..CL -D- 19~ -L .JL 0 19~=- D ~ D subto tal 'Z- -R- 0 ,.,-- ~ ~ --D... -9- '- z.. . ~ -:- Length (miles) 3, z.1 . , z., Total: -:- 3 TRAFFIC ACCIDENT RATING: ('-O~i C. TRAFFIC VOLUME: **5. Current Est. ADT: '2"J&7 Current Est. Truck ADT (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 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 19 - 20 9 2DOD . 250D 2DO - 250 20+ 10 2500+ Over 250 '" -. 0-1 ROADWAY STRUCTURAL CONDITION: Asphalt or loB.S/T. (See 0-2 for Portland Cement Concrete.) Types Of Distress 6. Rutting 7. Rave ling 8. Corrugations 9. A 11 19ator CrAck ing 10. Triln!;verse Cracking 11. Longitudinal Cracking 12. PAtChing 13. flushing Dc ree of Distress Pel'"C~nt4le of D1~trcss ~O' 3rC+ 112- - I" 1M or re tel'" 8" 6 to 1/4" r pr ROADWAY STRUCTURAL CONDITION RATING TOTAL: RatinGs for Geaootrics unci Structural Condition shall l>~ I'<.'vh:\\'<'d ano adjusted as appropriate for consistency with J'ating criteria l>y un j nO<:- ~nuC'nt \,.~"lllsultant l"I.JlaillC'd by lI1utllal cC''lnsent of all the ('.ol1ntil'~ in the T'-Cion. ~ '" V'} ::- 0.: o.j 0 ~- If 10 "3 f' 3 'I D ~ -1 0 3 :!> () 7 . ..t: :i? ",. A. ROAD GEOMETR I eS . NWlt JW"tttll.! Il-CJ/'I(:--</l{'I" WAC 136-130-040 Pg. 1 of 4 la. Existing Pavement Width (WPE) . -z."'Z- Oeslgn Pavement Width (WpD). '?-3 lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSOI . ~ Ie. [(Wpo _ WPE) + (WSD - WSE)] x 2.5 ~ ~,~, Rating (max. 20 pts.) ~ 2. Horizontal Al1gnment Good (0-31 Fair (4-7) Poor (8-10) ~ -=L Ie{ Good (D-3) Fair (4-7) Poor (8-10 1 3. Vertical A)lgnment GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS *4. Equtvalent Property Damage Only Accidents. Three Year Average ~ 1~1 19~z-. 19;5? Subtotal Property Damage Only ~ -L ~ -rl- ~ E!!.!l '- -L Totlll: ...:l- ~ 3 . . '3.~ -:- Length (mlles)..L.ll.. ~ TRAFFIC ACCIDENT RATING: --L2- ~ J:"L () ,--r -1L ...iL ..lL ~ D -yz;- --52- () C. TRAFFIC VOLUME: **5. Current Est. ADT: Yrl ( Current Est. Truck ApT (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 - 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 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 P9. 2 of 4 D-1 RDADWAY STRUCTURAL CDNDITION: Asphalt or L.B.S,T. (See D-2 for Portldnd Cement Con,rete.) Types Of Distress Dc ree of Distress 6. Rutting 1" re ter 7. RAvellng 8. Corrugations 9. Alligator tl Cracking 10. 6 TrilnsversB CrAck 1 ng 1/4- I'"e ter 11. Longitudinal " Crilck lng 12. PAtching 13. flushing ,. ROADWAY STRUCTURAl. CONDITlON RATING TOTAL: RatinGS for Geaoolri<:s und ~.;tructural Condition shall be r<:viuwuc.l and adjusted as appropriate for consistency wi th I'atinlt cri tcria lJy UI1 j nde- pcndent euoffilltant retained by mutual conscnt of all the countiu>l in the rcclon. ~ ~ v.> :f .;;: o.j D ..:LJ2 If "3 10 f! () 4 (') ...LL2.. 4 :!> :; ~'#';?'~< I ,'. A. ROAD GEOMETRies . ~WH l~U' -WI! 1\1)1'1\:-.11('1'1 WAC 136:r30-040 Pg. 1 of 4 J. VertIcal A)lgnment 1a. Existing ,Pavement Width (WPE) . ~ Design Pavement WIdth (WpO) - ~ lb. Existing Shoulder Width (WSE) - ~ Design Shoulder Width (WSO) . ~ Ie. [(Wpo . WPE) + (WSD - WSE)] x 2.5 . ~ ' Rating (max. 20 pts.) ~ 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ ~ 8 Good (0-3) Fair (4-7) Poor (8-10) B. TRAFFIC ACCIDENTS GEOMETRIC RATING TOTAL: *4. Equivalent Property Damage Only Accidents, Three Year Average ~ 19B! 19E- 19.&.;> Property Damaqe Only ~ Fatal -L ....kL 0 ~ -L ~ ~ ,.,- z... Total: --8- -:- 3 . ~ -:- Length (mlles)~ ...t2.J23 ---2... o subtota I I xr 6. o ~ TRAFFIC ACCIDENT RATING: ~ C. TRAFFIC VOLUME: **5. Current Est. ADT: ~ 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 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 RDAOWAY STRUCTURAL CONOITIUN: A$phalt or L.6.S,T. Types Of Distress 6. Rutting 7. RAile 11 ng 8. ClIrrug4t lon$ 9. A 1\ 19i1 tor Crilcking 10. Trilnsversll CrAcking 11. Longltudln41 Cracking 12. Patching 13. flushing (See D-2 for Port 14nd Cement Concrete.) Dc ree of D1stress Perc~nt4le of Dt~t,.cs~ ~O' 3rx.. 1/2- - 1" 1M or re tel'" B II 6 r-- 1 ROADWAY STRUCTURAL CONDITION RATING TOTAL: Rating>> for Geaootrics unci :structural Condition shall 00 r"L'viwll','d and adjust<.'l1 as appropriate for consistcllcy with fating critcria l>y un lndo- pcndC:.'nt cul\Hultant r0taincd by mutual l~(')nSlmt of all the (',oulltlC!H 111 th~ rccion" ~ , ~ or) o <:: o.j 6 ~- If 10 f' '3 4 6 3 -LL -t 3 () :!> ~ -"........... r. . . ~ t: :;; . ,'" A. ROAD GEOMETRies . .NWH luUJ I(.:llUIL! ~'(ln~:--;Il('l'l WAC 136-130-040 Pg. 1 of LJ la. Existing Pavement Width (WpE). 2"'2.- Design Pavement Width (WpD) . :z. 2:., lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSO) . ~ /' "-- Ie. [(WpD - WpE) + (WSD - WSE)] x 2.5 . ---1..Z... ' Rating (max. 20 pts.) ---!...:2.- 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: '1"1 B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accldents, Three Year Average !.ill. Property Damaqe Only 19B} 1~ 19~ Subtotal -L ...LL ---L- 'Z- -rr- l!!J.t!.!:t. Fatal -D- -0.. --CL --LL 0 -f:L ~ --rzr .',"-,. Total; ~ -:- 3 . ,&>b -:- Length (mlles)~ . ~ ~ TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: **5. Current Est. ADT: ~ Current Est. Truck APT (If known): TRAFFIC VOLUME RATING: ACCIDENT AND TRAFFIC RATING TABLE NOTE: Use truck count or A.D.T. whichever amage . . . verage a y Rat In Traffic (ADT) .'6" s 0-2 0 1 - SO 1 - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 . 8 3 2S0 - 500 25 - 50 9 . 10 4 500 - 7S0 50 - 75 11 . 12 5 750 - 1000 75 . 100 13 . 14 6 II 1000 - 1250 100 - 125 15 . 16 II 7 1250 - lS00 125 - ISO 17 - 1B 8 1500 - 2000 150 - 200 19 - 20 g 2000 - 2500 200 - 250 20+ 10 2500+ Over 2S0 , ~. D-1 ROADWAY STRUCTURAL CONDITIUN: Asphalt or L.B.S,1. (See D-2 for Portldnd Cement Concrete.) ~ ~, ~ Types VJ Df Distress De ree of Distress ~ <: 6. Rutting 1/2- - 1M 1M Or" re ter o.j'O 7. RAve ling 8. Corrugations ~- If 9. Alligator 10 0 II" CrAck lng 10. 6 f! r;> Trilnsverse Crack Ing 1/4- re ter 'I Co> 11. Longitudinal M Cncklng ~. 12. PAtching <l () 13. flushing 3 :!> tJ .' ROADWAY STRUCTURAL COHDITlON RATlNG TOTAL: Ratinll>> for Geaootrics ,,"y all indc- pendent \:uIlHult~u\t 1.tJt:aincd by mutual ennsent of all the countins in tho rccion. :;j.-; ,'. A. ROAD GEOMETRIes . :-.4WH lull) Hal UIl.! l\lll'j,:--;II('I'1 WAC 136-130-040 Pg. 1 of 4 la. ExIsting Pavement Width (WPE) . ~~ Design Pavement Width (WpD) . 38 1 b. ExIsting Shoulder Width (WSE) . ~ Design Shoulder WIdth (WSO) . ~ 1c. [(WpD - WpE) + (WSD - WSE)] x 2.5 . --D..- RatIng (max. 20 pts.) ~ 2. Horizontal AlIgnment Good (0-3) Fair (4-7 ) Poor (8-10 ) -.::L 3. Vertical A)lgnment Good (D-3) FaIr (4-7) Poor (8-10 ) -3- GEOMETRIC RATING TOTAL: 8 B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only AccIdents, Three Year Average ..i- -A- -B- ~ ~ Tot~l: ~ -:- 3 ..lb& -:- Length (ml1es)..2..:':.LL. 2.'28 -='- ---L- 7 ~ Fatal ~ (:/ ~ 19R1 1982 19,ID Property Damage Only -2... -z. l!!l!!..!:.l ""2. Subtotal --D- (;) ~ ',-- TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: .*5, Current Est. AOT: ~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: R o . 2 0 1 - SO I - 5 3 . 4 1 50 - 100 5 - 10 5 . 6 2 100 - 250 10 . 25 7 . 8 3 250 - SOO 25 - SO II . 10 4 500 - 750 50 . 75 11 . 12 5 7S0 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 . 16 7 1250 - 1500 125 . 150 17 - IB 8 1500 - 2000 150 - 200 19 - 20 9 2DOO - 2500 200 - 250 20+ 10 2500+ Over 250 .. of 4 0-1 ROAOIIA Y STRUCTURAL CDNDITIUN: Asphalt or L.B.S,T. (See 0-2 for Portldnd Cement Concrete.) ~ ~ Types V) Of Distress 0 <: 6. Rutting 1/2- - 1M 1- or re ter "l 0 7. Rave llng 8. CorrugatIons ~- If 10 '3> 9. AllIgator 6 CrAcking 6 f'fl 10. Transverse CrAck lng 11. LongItudInal 'I (',) Cracking to 114M r pr ~ 12. PAtching 13. flushing Lj IJ 3 :!> (!) .. ROADWAY STRUCTURAL CONDITION RATING TOTAL~ 3 Ratinl;>> for QcaooLrics uncl ~;tructurlll Condition shall be r<.:vlew"d and adjustL>d as appropriate for consistency wi th J'lItin~ critcria l>y un j ndc- pendent L:Un,.;ultnnt retainod by llIutual con,.;ent of all the c","ntj",.; in the r'-'l:ion. .... ;~~~t: , ,~A. ROAD GEOMETRies . :-JWH tU.lLUll..! \'n)l"~:--Ollt"t'l WAC 136-130-040 Pg. 1 of 4 1a. Existing Pavement Width (WPE) . ~ Oeslgn Pavement WIdth (WpD). 3,8 lb. Existing Shoulder Width (WSE) - --L2-- Design Shoulder Width (WSO) . ~ lc. [(WpO - WpE) + (WSD - WSE)] x 2.5 . -.f2..._ ' 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) -12- ~ GEOMETRIC RATING TOTAL: 0 B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Dnly Accidents. Three Year Average Year Property Damaqe Only .!!!.J.!!.!:l:: F ata I 19_ "'Z- I ~ 19_ ---L -L- 0 19.... --=L -4- -0- Subtotal 7 6 -&- -x-r- ~ ---=:L ~ 0 Total: ~ -:- 3 . 1<', ~3 -:- Length (miles) Z.36 - 1:,.07 '-- TRAFFIC ACCIDENT RATING: /3 C. TRAFFIC VOLUME: .*5. Current Est. ADT: ~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: /0 o . 2 0 1 - 50 1 - 5 3 . 4 1 SO . 100 5 - 10 5 - 6 2 100 - 2S0 10 - 25 7 . 8 3 2S0 - 500 25 - SO 9 . 10 4 500 - 7S0 50 . 75 11 . 12 5 7S0 - 1000 75 . 100 13-14 6 II 1000 - 1250 100 . 125 15 . 16 7 1250 - 1S00 125 . 150 17 . 18 8 1500 - 2000 ISO . 200 19 - 20 g 20DO - 2500 200 - 250 20+ 10 2500+ Over 250 >-. . .WAC 13G-DO-040 I'g. :t of 4 ~ 0-1 ROADWAY STRUCTURAL CONDITION: Asphalt or L.B.S,T. Types Of Distress 6. Rutting 7. Raveling 8. Corrullatlons 9. Alligator Cracking 10. Trilnsverse Cracking U. Longl tudlnal Crilcklnll 12. PAtchtng 13. FlushIng (See 0-2 for Portland Cement Concrete.) Percentdlc of D1$tress ~O 1M re. ter 2" 1- reater II 6 to 1/4M r pr ,. ROADWAY STRUCTURAl. CONDITION RATING TOTAL: Ratin!;>> for Geaootrics and Structur'.tl Condition shall be rwv!<,,,,,d and adjusted :lS appropriate for consistency with tatinlI critcria l>y an indc.- pcndcnt cun,,'Ultant retllinc.'CI by mutual conscnt of all the counties In the reclon. ~ , .. " v.> ~ <: o.j D ...L-L_ If ,03 P- O 'I () ~ o.j 3 :!> 0 6 . ~WI( ItJ-UA.Cll1L! \hll'l\oSll('I'1 WAC l3il'='i'30-040 Pg. 1 0 f 4 ROAD GEOMETR I CS la. Existing Pavement Width (WPE) lb. Existing Shoulder Width (WSE) Ie. [(WpO - WpE) + (WSD - WSE)] x - 7..2. Design Pavement Width (WpD) . ~ . ~ Design Shoulder Width (WSO) . ~ 2.5 ~ --D- ' Rating (max. 20 pts.) ~ (0-3) Fair (4-7) Poor (8-10) ~ 3- 2. Horizontal Alignment 3. Vertical A)lgnment Good Good (0-3) Fair (4-7) Poor (8-10) B. TRAFFIC ACCIDENTS GEOMETRIC RATING TOTAL: 7 *4. Equivalent Property Damage Only Accidents, Three Year Average ~ Property Damage Only ~ 2 ',- ~ o -iL () o ~ ---L ~-2.... Tot41: ~ -:- 3 . 1.{..I:,7 -:- Length (mlles)~ - -$$ 199\ 1~Z. 1~ ---L- -L -.Q... "2- --rr- -6- -Ll 2- ---rr Subtotal TRAFFIC ACCIDENT RATING: co."":" C. TRAFFIC VOLUME: **5. Current Est. ADT: ~O~ 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 /I 1000 . 1250 100 - 125 15 - 16 II 7 1250 . 1500 125 - 150 17 - 19 8 1500 - 2000 150 - 200 19 . 20 9 2DOO - 2500 200 - 250 20+ 10 2500+ Over 250 , >. ," ~ 'WAC 13G-130-040 py. 2 " . D-1 ROADWAY STRUCTURAL CONDITIUN: Aspha 1t or L.B.S,T. Types Of Distress 6. Rutting 7. Raveling 8. CorrugAtions 9. Alligator Cracking 10. Tran!Overse CrAck Ing 11. Longitudinal Crack tng 12. PAtching 13. flushing (See 0-2 for Portland Cement Concrete.) De ree of Distress Percent4 e of 01,trc5S ~3.0 3rC+ ter II 6 ROADWAY STRUCTURAL CONDITION RATING TOTAL: " RatinG>> for Geaootrics .end Stl"Uctural Condition shall be r<.:v\<.:w"d and adjustcd as appropriate for consistency with rating criteria l>y un indo- pendent l.:ul,sultant J'ota.inod by llIutual consent of all the ('.()untieH in the rl\.:lon. '" ~ v.> d- <: o.j 0 f' (') 'I D ~ 3 '-l / :!>?-- c; . :-lWIl Iu.U-LLlnl! ~'l)I'I{~ll(.I"1 WAC 136'!i30-040 Pg. 1 of 4 . .. t: .~r 1 ,~A. ROAD GEOMETRies 1a. Existing Pavement Width (WPE). ~~ Design Pavement Width (WpD) . ~ lb. Existing Shoulder Width (WSE) . ~ 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) ~ 3. Verttcal A,llgnment Good (0-3) Fair (4-7) Poor (8-10) ;;- GEOMETRIC RATING TOTAL: 9 S., TRAFFIC ACCIDENTS *4. Equivalent Property Oamage Only Accidents. Three Year Average ~ .!..!!.!!!.!:t. 7" Fatal o D C) o ~ () Property Oamaqe Only 19'?i,\ 19,9? I9$;> ',- -L. n () I --rr- I Total: ~ -:- 3 D -.C2.- o -2 ......::> Xb \'E/ Subtotal . ~.?3-:- Length (mtles)_._ TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: **5. Current Est. ADT: 7~CJ 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 5 750 - 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 2DO - 250 20+ 10 2500+ Over 250 . ~WH I!tUJ I.lll! \llll'l,:-'lll'l'l WAC 136-130-040 Pg. 1 of 4 ROAD GEOMETR I CS la. Existing Pavement Width (WPE) . ~ Design Pavement Width (WpD). 38 lb. Existing Shoulder Width (IISE) . ~ Design Shoulder Width (Wso) . -8..- Ie. [(WpD - WpE) + (WSD - WSE)] x 2.5 ~ ~ Rating (max. 20 pts.) ~ 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-lD) ~ 3. VertIcal A)lgnment Good (0-3) Fair (4-7) Poor (8-10) ~ GEOMETRIC RATING TOTAL: h B. TRAFfIC.ACCIDENTS *4. EquIvalent Property Damage Only AccIdents, Three Year Average Property Damaqe Only .!.!!...l!!.!:l f!!!l !!!!. 198/ 1982- 19B;. Subtotal -..::?::... o I --L -2- o I ~ -L (miles) ::;. '-16 .:aJrZ. TRAFFIC ACCIDENT RATING: ~ ~ ~ ? -n:- -3- Total; ..!:1...-- -:- 3 . 3- -:- Length ~ I? C. TRAFFIC VOLUME: .*5. Current Est. ADT: /500 Current Est. Truck APT (If known): _ TRAfFIC VOLUME RATING: ~ 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 - 500 25 - 50 9. 10 4 500 - 750 50 - 75 11 . 12 5 75D - 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 . P-1 RDAOWAY STllUCTUllAl CDNOlTlUN: Asphalt or L.B.S,T. Types Of Distress 6. Ru tt lng 7. RAye ling a. COrrugAt Ions 9. Alligator Cnck lng 10. Triln!Over~e CrAckIng 11. Longttudlnal Crack Ing 12. PAtching 13. flu~hlng (See D-2 for Portland Cement Concrete.) ~ , .. w v, Perc~ntdte of D1~trcss ~O 3r~-+ ~ <: 2 o.j 0 ... C> If J 10 f' C> "l 0 3 ~ -1 () 3 :!> Z. 3 ter II 6 to 1/4" (' t'r ROADWAY STRUCTURAL CONDITION RATING TOTAL: JlaUnll>> for Geaootrics unci :stru<:tural Condition shall W I'L'vi..,\\,I'Ll aIlL! adjusted :lS appropriate for consistel1<:Y with fating criteria lJy un jnd~- pcndent ",.Isultant r0tail1cd by lIIutual <,onsant of all the <'L1Ullt II'S III the r<\.:lon, . ~Wlt l!J.U' 1.11! \'1\11"1\:-.11'",'1 WAC 136-130-040 Pg. 1 of 4 ROAD GEDMETR I CS la. Existing ,Pavement Width (WPE) . ~ DesIgn Pavement Width (III'D). Z8 lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (W~O) . --8- Ie. [(WpD _ WpE) + (WSD - WSE)] A 2.5 . --L2--- Rating (max. 2D pts.) ~ 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-1D) ~ 3. Vertical A)lgnment Good (0-3) Fair (4-7) poor (8-10) ~ /-, GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents, Three Year Average ~ Property Damaqe Only subtota 1 ~ o I -ri- -3- Total: ...::1.- -:- 3 . 3- -:- Length ~ E!!.!l --'- ~ --2- .-f2.- 0 --9- 1981 1982- 198'7 - -rt- -&- ---L. (miles) ::'. '-16 . (U37 TRAFFIC ACCIDENT RATING: I') C. TRAFFIC VOLUME: "5. current Est. ADT: JSQQ.. Current Est. Truck ApT (\f known): TRAFFIC VOLUME RATING: ~ 0-2 0 1 - 50 1 - 5 3 - 4 1 SO - 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 5 750 - 1000 75 - 100 13-14 6 1\ 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 , . .,,~l'" i .' f' :;,~ , ," A. ROAD GEOMETR I CS . i'lWIt ltiU8lLUll! ~H)/'I<':--;IJ(.I'1 WAC 136-130-04D Pg. 1 of 4 1a. Existing Pavement Width (WPE) . "2. '2... Des I gn Pavement Width (WpD) . '"2.."2- lb. ExistIng Shoulder WIdth (WSE) . ~ Design Shoulder WIdth (WSO) . 3 Ie. [(Wpo - WpE) + (WSD - WSE)] x 2.5 ~ ~ ' Rattng (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) '--/ --r- GEOMETRIC RATING TOTAL: ~ B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents. Three Year Average Property Oamaqe Only ~ Fatal ~ 19EJ 19~ 19.f,3 subtota 1 ~ ----1- ---L if -rr -L Tot~1.: -1..k- -:- 3 . S, 3~-:- Length 2L o ~ ~ J.1::::... ....cL (miles) 3.z..... ..JJz1 -!- ~ -CL C) ~ \... ' TRAFFIC ACCIDENT RATING: 11');11 C. TRAFFIC VOLUME: "5. Current Est. AOT: 'Z"?3 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 5 750 - 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-lJO-040 P9- 2 Ln- 4~ D-l ROADWAY STRUCTURAL CONDITIUN: Asphalt 01" L.B.S,T. Types Of Distress 6. Rutting 7. RAveling 8. CorrugAt Ions 9. A IllgAtOJ' CrAcking 10. Trilnsverse Crack Ing 11. Longitudinal Crack lng 12. patching 13. Flushing ,. (See D-2 for Portl~nd Cement Con,rete.) Pel"C~ntd'c of DistreSS ~-(), r + ter UK 6 ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Geaootrics and Structural Condition shall be r"VilJWL,d and adjusted as appropriate for cOllsistellcy with J'ating criteria l>y un lode:- pendent \,~"Il\Sult~Ult retained by lTIutllal consent of all the countip!-l in the rccion. ~ ~ V) ~ <: o.j 0 .L.t2_ If 10 :3 f' 'I 0 ...LLL -1 ~ . .,...i:: " ,'" A. ROAD GEOMETR I CS 1a. Existing Pavement Width (WpE) lb. Existing Shoulder Width (WSE) 1c. [(WpO - WpE) + (WSO - WSE)] x . . ;.lWH lull' UaLUll! \)01"1(:-011('1'1 WAC 136-130-040 Pg. 1 of 4 2. Horizontal Alignment Good . 7_1_ Oeslgn Pavement WIdth (WpD). ~~ . ~ Oeslgn Shoulder Width (WSO) . ~ 2.5 . _ ' Rating (max. 20 pts.) -0- (0-3) Fair (4-7) Poor (8-lD) ~ 3. Vertical A)lgnment Good (0-3) Fair (4-7) Poor (8-10) -3- GEOMETRIC RATING TOTAL: 8 B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents, Three Year Average ~ Property Damaqe Only ~ Fatal --D- -.tL --L ~ -L ~ Tot4i: ~":' 3 . ~-:- Length (ml1es>....2..J:L. .Cj'b 19~1 196Z- 19A~ -D- ~ -L 1 ,.-r- .JL ..tL --CL o ~ ~ Subtotal \....., TRAFFIC ACCIDENT RATING: ( 0" C. TRAFFIC VOLUME: **5. Current Est. AOT: ~ Current Est. Truck ApT (If known): TRAFFIC VOLUME RATING: "'Z-- 0-2 0 1 - SO 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 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 136-130-040 pg. 2 D.1 RDAOWAY STRUCTUllAl CONDITION: Asphalt or L.B.S,T. (See D-2 for Portland Cement Concrete.) Types Of Distress 6. Ru tt lng 7. RAvellng 8. Corrugat Ions 9. Alligator Crack 1ng 10. Trilnsverse CrAck Ing 11. Longl tudlnal Crack 1ng 12. PAtch1ng 13. Flushing Percent4tc of D1~trc~s ij':"':]'O' T + tel'" II 6 to 1/4" r ..r ROADWAY STRUCTURAL CONDITION,RATIKG TOTAL: " Rating>> for Qeooolrics and structural Condition shall be r<:vlu"ud 'UlCJ ac.Ijusted :IS appropriate for consb,tency with J'llting critcria uy un indc- pendc.'nt t,;lll1sultant. l"vt.aincd by 1fI11tllal C'ons~nt of all the (",()UntiuH in the: rcc1on. ~ ~. oJ VJ 'i <: o.j ~- If "3 10 f! () 'I (,/ .l C) -1 "'1- 3 () :!> S ..".' . ~WH I!tU' H..ell.! "\11'1,:-'111'.'1 WAC 136-130-040 Pg. 1 of 4 t. .~~ , ,. A. ROAD GEOMETRIes la. Existing Pavement Width (WPE). ~B Design Pavement Width (WpD). 38 lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (Wso) . ~ 1c. [(WpD - WpE) + (WSO - WSE)] x 2.5 ~ ~ Rating (max. 20 pts.) ~ 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) C) 3. VertIcal A)lgnment Good (0~3) Fair (4-7) Poor (8-10) ~ GEOMETRIC RATING TOTAL: -Z- B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only AccIdents. Three Year Average ~ 19 f,( 19B2 Property Damage Only ----L I !!W!!:t. E!!.!l --12- o 19J2..~ subtota 1 ~ 7- ,.,- -l.. -L-I:L Total: -B- -:- 3 ..1:.D... -:- Length (ml1es)-1:1.'1..-. /,5?;;, TRAFFIC ACCIOENT RATING: -12- -L- .JL I --rr -9- o ~ "- /.55 C. TRAFFIC VOLUME: **5. Current Est. ADT: 29~ Current Est. Truck APT,(lf known): _______ TRAFFIC VOLUME RATING: IC) 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 - 250D 200 - 250 20+ 10 2500+ Over 250 . >. . 4ItWAC 1j6-1jU-040 py. ~ D-l ROADWAY STRUCTURAL CONDITION: Asphalt or L.8.S,T. Types Of Distress 6. Rutting 7. RAvel1ng 8. Corrug4tlons 9. Alligator Cr4cklng 10. Trilnsverse Crack Ing 11. LlIng1tud In41 CrAcking 12. PAtching 13. flushIng (See 0-2 for Portl,uld Cement Concrete.) ~ V) PercentdlC of D1~trc~~ ~O 3r~.. i <: 1/2- - 1" 1- or re ter- o.j 0 2 ~- If 100 8 6 fo 6 2 'I 0 3 ~ -1 0 3 0 :!> ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratinll>> Cor Geaootrics unci :structurul Condition shall l>e I'L'viu\\',,y :Ul j IIde:- pendent cunKultanl r~tailled by lIR.Jtual eonsunt of all the (.'J)Untit'H ill the r4.:ion. '- ~~e"'. :- ",. A. ROAD GEOMETRies la. ExistIng Pavement Width (WPEI lb. Existing Shoulder Width (WSE) Ie. [(WpD - WpE) + (WSD - WSE)] x . ~WH I!tU' AWL! \'1111'j,:--.III'.'. WAC 136~0-040 Pg. 1 of 4 2. Horizontal Alignment 3. Vertical A)lgnment Good . '2-2... Design Pavement Width (WpD) _ -Z Z- . ~ Design Shoulder Width (WSO) . ~ 2.5 a~ ' Ratlng(~ax.20 pts.)~ (0-3) FaIr (4-7) Poor (8-10) ---=L-- --=L 8 FaIr (4-7) Poor (B-lO) Good (0-3) B. TRAFFIC ACCIDENTS GEOMETRIC RATING TOTAL: *4. Equivalent Property Damage Only AccIdents, Three Year Average ~ Property Damaqe Only .!.!!...l!!.!:l .E!!!! 193.J ~ 0 ~ 1WZ '--1- 0 ....t2- 1~ -L 0 -SL Subtota 1 z.. 0 0 -n- ~ ~ V JL. 0 "- Total: ~-:- 3 . ~ -:- Length (mlles)..kiS::.. . ~ TRAFFIC ACCIDENT RATING: 0 C. TRAFFIC VOLUME: **5. Current Est. ADT: ~~~urrent Est. Truck ADT (If known):, _ ,TRAFFIC VOLUME RATING: 2- 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 - 15DO 125 - 150 17 - 18 8 1500 - 2000 150 - 200 19 - 20 g 2DOD - 2500 200 . 250 20+ 10 2500+ Over 250 .. . D-1 ROADWAY STRUCTURAL CONDITION: Asphalt or, L.B.S,T. (See D-2 for Portland Cement Concrete.) ~ ~ V) Types Of Distress 6. Rutting 7. RAveling 8. Corruyat Ions 9. Alligator CrAck lng 10. Trilnsverse CrAcking 11. Longitudinal Cricking 12. PAtching 13. flushing D~ ree of Distress Percentd c of D1~trcss c-:JO' 3f,,+ ~ <: II" o.j 0 ~- e- ,0 6 f' 'I 0 4 ~ ter to 1/4" r er 3 :!> ROADWAY STRUCTURAL CONDITION RATING TOTAL: 3 RatinGs for Geaootrics unci :,tru<.:tural Condition shall be rL'vk\\"'u ano adjusted as appropriate for consi:;wncy with fating critcria l>y .Ul in00- pL~ndent ~~'IIHlIlta.nt 1"~taillC'd by IInJhml cClnsent of all the c;.'/)unt ;l'S ill the r'-'Cion. . { .;r , ,~A. ROAD GEOMETRies la. ExistIng Pavement WIdth (WPE) . ~ DesIgn Pavement Width (WpD). ~~ lb. ExistIng Shoulder Width (WSE) . ~ 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) ~ 3. Vertical A)lgnment Good (D-3) Fillr (4-7) poor (8-10) ~ . . ;.tWit Hill' WlLl!1L! \\lH'K~IU'I'1 WAC 136-130-040 Pg. 1 of 4 GEOMETRIC RATING TOTAL: & B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents, Three Year Average ---C::- .!.!!...l!!.!:l -L ~ --L2- -\ --rr E!!.!l --D..- ~ 1fS I 19D,' Property Damaqe Only -W- 1 e7;;J -..:L Subtotal ~ ---L Total: ...::L- -:- 3 . -Z .,?? -:- Length -La- (miles) z-S!o .-=:!L.. TRAFFIC ACCIDENT RATING: ..LL ~ -Rr -2- ,"-" o C. TRAFFIC VOLUME: .*5. Current Est. ADT: ~ Current Est. Truck APT (If known): TRAFFIC VOLUME RATING: :2- o - 2 D 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 . .. . . WAC 136-130-040 pg. ~ ot .4~ D-1 RDAOWAY STRUCTURAL CONDITIUN: Asphalt or L.B.S,T. (See 0-2 for Portland Cement Concrete.) Types Of Distress De ree of DIstress 6. Rutting ter 7. Raveling 8. CorruQatlons 9. A l1tgator 8 Cracking 10. 6 Trilnsverse CrAck Ing 11. Longitudinal Crack lng 12. Patching 13. Flushing I, ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratinc>> for o..."Oootrics and Structural Condition shall be r<:vi<:",,,d and adjusted as appropriate for consistency with J'atin[l critcria uy un J"de:- pendent L:lm~"Ultunt rvtaincd by nrutlml consent of all the COlmtit}S ill the r<:elon. ~ V) :;. <:: o.j b ...LQ- ~ 0 'I i:) ...L-'L -10 if .~".. . . NWH lull' H.:.lL1.!1l! Wt lI"l{:--i1 1('1 'I WAC 135-130-040 Pg. 1 of 4 ,j:: ... ,~A. ROAD GEOMETRies 1a. Existing Pavement Width (WPE) - ~~ 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 Alfgnment Good (0-3) Fair (4-7) Poor (8-10) ~ 3. VertIcal A)lgnment Good (0-3) Fair (4-7) Poor (8-10) 3 B. TRAFFIC ACCIDENTS GEOMETRIC RATING TOTAL: t.. *4. Equivalent Property Damage Only Accidents. Three Year Average ~ 19q! 1982- 191fS -.. Property Damage On I y -I:L ~ ~ ~ ~ t) 0 JL ~ 0 0 ~ -r2r 0 --L:L. ~ ~ Subtotal ',-- (', Tr '7) Totai.: ':-0 -:- 3 .....D..- -:- Length (ml1es)~ .-a- TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: "5. Curfent Est. ADT: ~ Current Est. Truck ApT (If known): o TRAFFIC VOLUME RATING: ~ 0-2 0 1 - 50 , - 5 3 - 4 1 50 - 100 !. - 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 2DDO - 2500 200 - 250 20+ 10 2500+ Over 250 .. . .WAC 130-130-040 119. 2 0(--4 D-l ROADWAY STRUCTURAL CONDITIUN: Asphalt or L.B.S,T. (See 0-2 for Portldnd Cement Concrete.) ~ Types V) Of Distress 0 <: 6. Rutting 7. Ravellng o.j 0 8. Corrugat Ions -LL_ If ,0.-5 9. Alligator a" Cracking 6 I" D 10. Transverse Cracking 1/4" re t~r 'I (') 11. Longitudinal M CrAcking to 1/4" r ",. ..i.C2...... 12. Patching '"' (;) 13. flushing 3 :!>O ,. , ROADWAY STRUCTURAL CONDITION RATING TOTAL: L( Rating>> for Gcaootric.s ,met Structural Contli lion shall be r<.:vlc,,"<Jd ano adjusted :lS appropriate for consislency with J'ating criterIa l>y WI inde:- pcndent ,,,,,,,,,,ltant I'ctaincd by mutual consent of all the counti",,' ill the rl.\:ion. . S t: .;? ,~A. ROAD GEOMETRIes la. Existing Pavement Width (WPE). ~Z DesIgn Pavement Width (WpO) - ~ lb. Existing Shoulder Width (WSE) . ~ Design Shoulder Width (WSO). ~ Ie. [(WpD - WpE) + (WSD - WSE)] " 2.5 .....1:...:.L ' 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) ~ . ~WH l<.tU' elHI..! ..,,)1'1\:-'111'1'1 WAC 136-130-040 Pg. 1 of 4 GEOMETRIC RATING TOTAL: 7.S- B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents. Three Year Average ~ Property Damaqe Only .!.!!...l!!.!:l E!!.!l 19.e!. 0 ~ ~ 19JL'Z- 0 -D- --L2..- 19..!~ ~ ...lL- -9- subtlltal -R- -Po- 0 ~ '-- ~ --CL...a.- Total: ~ -:- 3 ......!2.-. ~ Length (ml1es)~ . ~ TRAFFIC ACCIDENT RATING: (1) C. TRAFFIC VOLUME: "5. Current Est. ADT:..::l2..- 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 SOD - 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 2DOD - 2500 2DO - 250 20+ 10 2500+ Over 250 ~. . D-l ROADWAY STRUCTURAL CONDITIUN: Asph~lt or L.B.S,T. Types Of Distress 6. Rutt lng 7. RAve ling 8. CorrugAtions 9. A 11lg~tor CrAcking 10. Trilnsverse CrAck lng 11. Longitudinal Crack lng 12. PAtching 13. flushing (See 0-2 for Portland Cement Concrete.) Perc~ntd ~ of 01~trc$s c-:-30" rt + 1/2- - 1" 1" or re ter 8" 6 1/4- re ter . to 1/4" r er ROADWAY STRUCTURAL CONDITION RATING TOTAL: RatinGs for Geaoolrics uncl :;truclural Condition shall l>e rL'vhm'.'u and adjusted as appropriate for consistency with J'ating criteria l>y un lndC!- }X.'IH:Jent ~\)Ilsultant retained b~' lIlUt\Hll eon5ent of all the ('i)unl ips ill th& r<.\:lon. ~ j V') ;} <; o.j V ...'LQ..- If 7-, ,0 f' 0 'I (:::> ~ -1 0 3 (:) :!> 3 . Jt: ,.,' ,'. A. ROAD GEOMETRIes . . :-"WH I!tU' Italllll! Ihll"h:->IU'!'I WAC 136-130-040 Pg. 1 of 4 1a. Existing Pavement Width (WPE). 26 Design Pavement Width (WpO) . -.ZiL lb. Existing Shoulder Width (WSE) . ~ 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 (8-1D) ~ 3. VertIcal A)lgnment Good (0-3) Fair (4-7) Poor (6-10) -1.2- GEOMETRIC RATING TOTAL: o B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents, Three Year Average Year Property Damage Only --D.... ~ ~ Subtotal -ri- -12.. -D.. -.C2.. ~ 19m 19P.z... 1983 Z- ---4- ~ ~ ~ z -rr- ~ ~ ~ Total: -13..- -:- 3 . 2..1.,1 -:- Length (mlles)~ . -1.:J:5 TRAFFIC ACCIDENT RATING: ~ C. TRAFFIC VOLUME: **5. Current Est. ADT: ~ Current Est. Truck ApT (If known): _______ TRAFFIC VOLUME RATING: If- 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 ~. D-l ROADWAY STRUCTURAL CDNOITION: Asphalt or L.6.S,T. Types Of Distress 6. Rutting 7. RAile ling 8. ClIrrugAt Ions 9. Alligator CrAck ing 10. Trilnsvers8 CrAck lng 11. Longtluc1lnal Crack lng 12. PAtching 13. fluShing (Se~ 0-2 for Portland C~IH~nt Concrete.) ~ , .. ~ V) Perc~ntd,eof D1~tr~~~ .;-::-JO' 3f :C+ :t ;,; 1/2- - 1M 1" 0" re" ter 2 II 6 2 to 1/4" r er j o.j 0 ~- If 10 <:?_ f' (;) 'I 0 3 ., ~ -1 c; j :!> D 0 ROADWAY STRUCTURAL CONDITIO~ RATING TOTAL: Rating.. for CeaooLrics unci :>tructul"ul Condition shall W I"CV iCWI'U and adjustt..>d as appropriate for consisLcllcy with J'ating criteria l>y an j nde:- pcndt::nt cul\:iultant ret.ained by lfIut\llI.l l:onscnt of all the ('.Olll1t j('H ill thu r<.eion. /. ~,,~~'(.. , ," A. ROAD GEOMETRies . ~WH IL-U' I,AH! \),'1',,:-'111"1'1 WAC 136-~"n'~040 Pg. 1 of 4 1a. ExIsting ,Pavement Width (WPE) . ~ Design Pavement Width (WpO) . ~ lb. Existing Shoulder Width (WSE) . ~ 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) --5- 3. Vertical A,llgnment Good (0-3) Fair (4-7) Poor (8-10) 6 GEOMETRIC RATING TOTAL: 23.5 B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only AccIdents. Three Year Average ~ Property DamaQe Only .!.!!.l!!.!:.l Fatal 19~1 -L ~ -L- 19..2,2 --1L- -.!L -1L- 19 83 -L- -..JL ....L.. subtota 1 4 -rt. -hr ,,- --L ~ .JL.. T 01& 1: ...1L -:- 3 ..l...22... -:- Len g th (m 11 e s )...ll..55..... . .5..l.2...- TRAFFIC ACCIDENT RATING: 2 C. TRAFFIC VDLUME: *.5. Current Est. ADT: 2500 Current Est. Truck APT (If known): _______ TRAFFIC VOLUME RATING: 10 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 - 250D 200 . 25D 20+ 10 2500+ Over 250 -" . D-l ROAOWA Y STRUCTURAL CDNDIT1UN: Asphdlt or L.ll,S,T. (See 0-2 for Por tl dlllJ Cement Concrete.) ~ , .. .- Types .,., Of Distress ;} <: 6. Rutting 1/2- - 1" 1M or re ter o.j 0 7. RAve l1ng 8. 2 ..LL_ ClIrrugatlons Ir 9. A 111gator II 10 ) Crack ing 6 f' 3 10. Trilnsverse CrAck Ing 2 11. Longitudinal '-l 0 Crack Ing 3 12. Patching ...:i..lL- 13. flush Ing -1 ? 3 :!> 0 ROADWAY STRUCTURAL CONDITION RATING TOTAL: 9 RatinG>> for Qeaoolrics unci :structural Coml1tion shall be I'L'vivll"'u 'U10 adjusted as nwropriate for consistency with fating critcria l>y un jnde:- pendent cullsultant r~Laillcd by Ulutlml cons4....nt of all the l.'.ount h'H 111 the r....:ion. . f: :;r> , ",. A. ROAD GEOMETRICS la. Existing Pavement Width (WPE) . _ Design Pavement WIdth (WpD) - lb. Existing Shoulder Width (WSE) . _ 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) . NWll l(AJJaL11l1..! \'n)!"J(SIU'I!1 WAC 13~Y30-040 Pg. 1 of 4 3. Vertical A)lgnment Good (D-3) Fair (4-71 poor (8-10) GEOMETRIC RATING TOTAL: B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accidents. Three Year Average Property Damage Only ~ E!!.!l Year, 19_ 19_ ~9...., subtota 1 --rr ,.-r- -rrr- ""--, Total.: -:- 3 . _ -:- Length (mlles)_._ TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: U5. Current 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 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 . ~. . . NWn HAP Hatinl.i \\'ol'k~K"C'Lt-. WAC 13G-130-U40 pg. 2 of D-l ROADWAY STRUCTURAL CONDITION: AsphAlt or L.B.S,T. (See D-2 for Portland Cement Concrete.) Types Of 015 tress Perc~ntdlc r '"' v.> ~ :::::. o.j ..2-_ 10 f'. <t 3 ~ -1 3 :!. 6. Rutting 1/2- - 1" 1N or re tel'" 7. RAve 11 n9 8. Corrugat Ions 9. A ll1gator II CrAcking 10. 6 Transverse Cracking 11. Longitudinal Cracking to 1/4" r r 12. PatChing 13. flUShing ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ra,tin(;H for Crt..'Oootric.:s i:Ul(1 ~;trlletural Condition shall be rl.'vh,:wl~d anu adjusted as appropriate for cOllsi"l..",cy with I'atln,: c,.;tcrla \.Jy WI In<l,,- pendent eunsultant retained by mutual consent. of a.ll tho counLiuH ill the r'-'Cion. . N.JU' t(t\ I U"'U h'UU"'~I1C.C. I WAC l3ti-1311-040 pg. 3 of 4 ~ 0-2 ROADWAY STRUCTURAL CONDITION: PCC Pavements (See D-l for Asphalt) .x ~ E ypes Of Distress De ree of Distress i4. CrAckfng 3-4 15. _ RAveling 16. Jo,fnt Spall1ng 1" - 3- 3- + 17. p~lIIping ght ModerAte Severe 18. 810wups o. 19. 'f4l:'lt1ng PAtching Pan >1 21. PArement Wear Percenta e of Distress O-:-j"O"j; + --n t!> z-- :l> <.. " "> p, <1 :!> ROADWAY STRUCTURAL CONDITION RATING TOTAL: Ratings for Crt"-Iootl'ic..... llIld Structural Condition shall be rcvi"""d :U1d pdjusted as appropriate for consistency wJth raUI1lt criteria by tUl illd,,- penck.>nt COIlsulllUlt J'OLllJncd by mutual C<>I1H"Jlt 01' all tll" ".,unti"" in Ill" recion. . . NWR RAP RATING WORKSHEET WAC 136-130-040 pg. 4 of 4 0-3 ROADWAY STRUCTURAL CONDITION: Gravel 01' 1f""IA Types of Distress Degree of Distress Percentage of Distress 1-15% l6-3D% 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 ., 26. Potholing Slight 0 1 2 Moderate 1 2 3 Severe 2 3 4 27. Dra inage Good 0 2 4 Fair 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 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. n.'\tln!;S for Gcullolrics and Sll"Uctlll'a) COlldition shall be nNil:\I'l.>d and adjustod :1S apPJ'oj>l.lato fell" c()nsi::;tc~ncy with ratjn~~ critoria by an indL'- l>cndent cllnsultlull rptainL'u by lIlutual consent of all tile ('oIIlHil!s in t.he rq,:ion. . :. >e: / " A. /' . WAC .-13ii~o40:'pg ~. i' of 4 ROAD GEDMETRICS la. Existing Pavcment Width (WpE) . _______ Design Pavement Width (WpD) . lb. Existing Shoulder Width (WSE) . _______ Design Shoulder Width (WSD) . lc. [(WpD - WpE) + (WSO - WSE)] x 2.5 ~ ________ Rating (max. 20 pts.) _______ 2. Horizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) 3. Vertical A)lgnmcnt Good (0-3) Fair (4-7) Poor (B-10) GEOMETRIC RATlN;JGOT : 8. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only Accldcnts, Threc Y:ar~r c Year Property Damagc Only ~ ~ 19_ ::-~ 19_ C. TRAFFIC VOLUME: ~ .*5. Current Est. ADT: _______ CU~Est. Truck ADT (If known): (~ TRAFFIC VOLUME RATING: ACCIDENT AND TRAFFIC RATING TABLE NOTE: Use truck count amage 0-2 3 - 4 5 - 6 7 - B g - 10 II - 12 13 - 14 15 - 16 17 - 18 19 - 20 20+ 0 1 - 50 1 50 - 100 2 100 - 250 3 250 - 500 4 500 - 750 5 750 - 1000 6 II 1000 - 125D II 7 1250 - 1500 B 1500 - 2000 g 2000 . 2500 10 2500+ 1 - 5 5 - 10 10 - 25 25 - 50 50 - 75 75 - 100 100 125 125 - 150 150 - 200 200 - 250 Over 250 ~. . 4ItAC 136-i30-040 pg. Z of 4 ATTACHMENT "A" IJHATCOM COUNTY April 16. 1964 0-1 ROADWAY STRUCTURAL CONDITION: Asphalt or L.8.S,T. (See 0-2 for Portland Cement Concrete.) 6. 'r ypes w. Deoree of Distress Perccntaue of DIU?i,!!.x+ .. Of Distress <:: - l~" nj.::-!cr r + Rutting Sllght 1/4" - 1/2- Moderate 1/2- - 1" Severe 1- or oreater L{ Raveling nTght Moderate Severe ~ 3 Corrugations Slight 1/4" -l7z" i~ Moderate 1/2" - 1- _ IIr . Sevpre 1" or oreater I i~ "1 10 A I) fgator Slight Less tha~itB".7 -. Cracking ~~derate 1(8" - 1/ I .... evere "or nre er 6 g Transverse S 1I9~?--lcf, , 'r;4J Crack lng Modera -1( Sev..r ",. re.tpr <l Longltudfnal ~~~~ ~J:tWfB" -. Crack Ing ~~~e ate 8" to 1~~" ~ - \ v " n~ nro' 'or I. o.j ~~" '). erate ~ II ,A.- Severe . ~ <l Fl hi -slTght -(81e~~J- I Moderate c:(CO se g Severe S 1\ c ) ~ ROADWA~CTURAL CONDITION RATIN~ TOTAL: r .- v:> 7. 8. 9. 10. 11. 12. 13. "If ;~'-- o~\t ,...1.\-;\7 to p~."-""""'~ \~.f.... ..... ""'''I, '3 ph. (i?:.vJI:(J I F\U.~"":d ') 1-\,,-,\ Iv., C ""'L;"""l........ i'~kk."" - 'i ph (F"..~"'t, ";'\~I h"...... I dY"MiJ'" \ CR""I+:"J I 'r~"...\ """/l~'(J:\"J",,<ol' F:k...:" ') 1.h;t-o- ''- ~""...... O";B..... 0": e,,,,-4:. / l)CH '~"J'" pr-a\.h:-., - 8t" 'up') . (Co....u4h;MC , l\1\'~4t.. C'~LC<"J- r ..1 " . ATTACHMENT "B" '.c 136-13Ii:04o n~9':T~( 4 WHATCOM COUNTY April 18. 1984 0-2 ROADWAY STRUCTURAL CONDITION: PCC Pilvements (See 0-1 for Asphalt) ypes Of Distress 14. Crack 1 ng 15. Raveling 16. Joint Spa1l1ng 17. Pumping 18. Blowups 19. faU1tf~~ __\ 20. '''f% 21. Pavem Wear De ree of Distress Percenta e o( Distress r.:-r rt,-;-:rO-:I: 31' + ROADWAY STRUCTURAL CONDITION RATING TOTAL: " , oX ,.. ~ 1::: ~ :l> c.. 5 ?> p, '\ :!> ATTACHMENT HC" .NWR RAP RA-T1NG WORKSUEET WAC 136-130-040 pg_ 4 of 4 . 0-3 ROADWAY STRUCTURAL CONDITION: Gravel 0(' P,.,/A Types of Distress Degree of Distress 31%+ 24_ Heaving Sli ght 2 Moderate 3 Severe 4 25_ Rutting Sli ght 2 Moderate 3 Severe 4 26. Potholing 1 2 2 3 3 4 -- 27_ 2 4 Fair 4 6 6 8 28_ 2 4 4 6 8 10 29. Surfacing Quality ood 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. , CCljnty . SEReI' Rating Wo/'ksheet WAC 136-130-060; Pg. ~ of .!!;,S E. GEOMETRICS (30 PIS, Max.) 1.. Ratings based on existing conditions and on aclual field mcasUl'ements th/"oughout Ihe prajecl. 2.. l'ou musl co/'/"ecl the deficiencies 10 ,"eceive points. (If you O/'e granted a deviation by Stal.e Aid Ihal becomes the deficiency you must cOl'/"ect to.) 3.. All numbers must be ,"ounded to the nearest whole integ r. I) Pavement Widllt (10 pts. Max.) Deviation r,,'om Minimum 2) Roadbed Width (10 PIs. (fax) Deviation f m MinYDeSign Standard \) AU,"""",, 2 . 4' 2 5 OEV. 0' 2 . 4' PTS. 0 2 5 DEY~ 0' " . . PTS. 2 5' 6' 8 G' 8' ~ of P/"oject 4) Alignmenl: "IJORIZONTAL" (5l'ts. Max.) R _~(De-Ds) a - ~ --;rc-- Wlte/"e: De "Degl'ee of E:dsting CUI"ves Ds "Deg/'eo of Design Std, CUI'ves L "Length, in Miles TOTAL GEOMETRIC POINTS FJ I\'OW,SlIn;T RECAP D,. ACCIDENT IIISTORY I'OINTS C.. TRAFFIC POINTS D.. STRUCTURAL CONDIT. 1'7'5. E.. GEeMETRICS POINTS ~ TOTAL SER RAP WORI,SIIEET RATING ---~ C:oul)ty . . IVAC' i36:13'o"-'OGO; 1'g : o[ S .s 5 'E. GEOMETRICS (BRIDGES) (301'15. Max.) -- I) Ve,.tical Clew'ance (51'15. Max.) DevioCion [/'om Minim",,, Desfgn Slo,,<lQ/'d (i. e. 16.5 Fl.) . E'EV8"~E--zff-"~'-'- 4'J PTS. 0 I 2 3 5 , - - - - -"--- --- 2) 1I0/'iwnlal Clearance (i.e. CleQl' II'f<llh) (10 :~~~/i:f:x~:ear'anc"~p,"._- Devfa/ion [,'om Minimum Desi,qn Slan<lQ/'d 4" :5' 6' ACT <400 DE\!. O' ,. Z' 3' ZS' PTS. 0 5 7 400-2000 OEV. O' 4 ' 5' 34' PTS. 0 7 2000+ AD CEV. 0' .' 40' PTS. 10 6' 1 . , 0 I I Z' -_?- ~ Clearance Pis. 3) App,'oach " A'S) A~:~::' Goo<l o PIs "' ~;o:\. (lIorizonlol) PIS. 5) Bl"idge Railing (31'15. A<lequole -....-. 1nudcq uote --- 01'15. 31'15. B,.,.dge RuiU1l1l PIs, 6) n,.,.rlge Al'l"'ooch Guo,'dl'Clils (31'15. Ma,,'.) Adequale --""- Illadequole o PIs, 31'15. F. '!J'.2.B.!iE!..€.ET - R!,--~ AI'I'I'O~ch Guun/l'ail 1'15, n .. ACCIDf:NT I1ISTOJ/Y POINTS C .. 7'J~AFFIC POINTS D - STIWCTUHAL CONDIT/ON 1'1'5 E.. GEOME1'J//CS I'D/i'll'S 1'01'.11. SEll RAP lVOlll\SlIl:.'ET RA TING ---~ ~ A . 10,000 ..000 6,000 4.000 3.000 2.000 u fE ~ 40 I- :; 30 ::> is 20 ~ t 10 8 ~ .. 0: l- I- :z: '" :; 1 . EXAMPLE 10,000 7.000 5.000 ~- " . u c ~~ ... s. >- or. 10oUL~ 1 10 it 50 ~ > o ~ o Roadway Str~ural Condition SWR RAP Rating Worksheet WAC 136-130-070: Pg. 4 of 6 A . c '(oJ S1"" .., ""':: << ~; ., i: :z: ~ c; 15 9 !1 ~ ~ ~ (211 9.5 l:l w g 1401 ~ '" z w u; ~ 20 fnl 10 >' 122.41 10.2 <4 {~Ol P< 25 IGOI -'TN v~ll.I. m..y r('(JulIe c;n"t'C,.on whp,1" Ihp lOT 01 .ulamnuill'S Ind hot'll Irucks is rI'I,llivt'IV hilJh. Sn fi'illJ,e 111.2, Figure Irl-1. Trllffjc: "ndJwsJs ClldTt. Asphalt Concrete us.~ I$k . Roadway Si8IEtural Condition Asph. Concre~ (contl.d) SWR RAP Rating Worksheet WAC 136-130-070: Pg. 5 of 6 To detel'mine the DESIGN TRAFFIC NUMBER (DTN) of the existing roadway 1. From the STRUCTURAL ADEQUACY EVALUATION tests made by Benkelman Beam or Road Rater determine the DESIGN REBOUND DEFLECTION and enter the chart below, ~ '2 ~ 0.200 . ... ::: z , u l" z .;.0.100 0 Ii' I 0.070 l!. ~ 0.050 ~ 0 ::: . . 8' " !i ~ 0.030 '" Z Ii' " 0.020 ~ ~ 0 . a. o.OtO 0 1 " " i: ~ \o~ 5.00 \)\ fi E E 2.~ z' 2.00 Q ~ 1.50 ~ l.OO~ :> o 0.75 : z O.SO ~ o --'--'-'- 5 10 :10 50 100 OESIGN TRAFFIC NUMBER IOTN) 200 !.DO 025 1.000 Gro\~th factors are assumed as "0" percent. Point Value for Structural Rating - ( 1 - ( Qlli ) ITN ) ( 25 ) Nott': When (1 ( DTN ),. " - T'fN ) 1; then point value for structural rating D .. Point value for structural rating to the nearest whole number _ . ~WH I(,.U' l~Hl! \hll'l,:-.III,.q . WAC 136-130-D40 Pg. 1 of 4 ROAD GEOMETRICS la. Existlog,Pavement Width (WPE) . ~ Design Pavement Width (WpDl . ~ lb. Existlog Shoulder Width (WSEl . ~ Deslgo Shoulder Width (WSU) . ~ Ie. [(WpD - WpEl + (WSD - WSE)] x 2.5 . ~ . Rating (max. 20 pts.l ~ 2. HOrizontal Alignment Good (0-3) Fair (4-7) Poor (8-10) ~ J. Vertical A)lgoment Good (0-3) Fair (4-7) poor (B-I0) ~ GEOMETRIC RATING TOTAL: .14.5 B. TRAFFIC ACCIDENTS *4. Equivalent Property Damage Only AccIdents. Three Year Average ~ Property Damage Only .!.!!J!!!:l W!l 19.81 ---1- -L- -D- 1982 -L -D- --1L 19~ -L ---D- -D- Subtotal 3 ~ -As- ,.,- -L. -1i- ---D- Total: ~ ~ 3 . -2..- ~ Length (miles)lL..3.6- . ..L1L9.. TRAFFIC ACCIDENT RATING: 1 c. TRAFFIC VOLUME: **5. Current Est. ADT: 2l!lO- Current Est. Truck. APT (If known): - TRAFFIC VOLUME 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 II - 10 . 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 STRUCTURAL CONOITlUN: AsphAlt or L.ll.S/T. Types Of Distress 6. Rutting 7. RAveling 8. CorrugAtions 9. AlligAtor CrAck Ing 10. Tran~verse CrAck I ng 11. LongitudinAl Cncking lZ. Ptltchlng 13. flushing (Sell D-2 for Port I.nd Cl:ment Con.;rde.) 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':" ,. ," ", .', ;' ,'..,' ' ";' ..,: ",,:'..' , .,', URBAN ARTBRIAL LONG RANGB PLANNING MANUAL ,,' I prepared and edited by the Urban Arterial Board Staff distributed by the .',,' I ''::. ..... .. URBAN ARTERIAL BOARD William I. Hordan--Chairman, State Aid Engineer Fred Anderson--Pierce County Public Works Director Ernest Geissler--County Road Administration Board Engineer M. J. Hrdlicka--Mayor, City of Lynnwood John McBride--Spokane County Commissioner Annette McGee---Chairman, County Road Administration Board Darlene McHenry--Councilmember, City of Issaquah Loren MooG--Lincoln County Commicsioner Jack Pittis--City of Port Angeles, Director of Public Works Charles Royer--Mayor, City of Seattle Irving B Reed--Managcr - Engineering Services, City of Spokane Gene SQmplcy.....Skagit County Public Works Director Fred Thompson--City of TacomQ, Public Worka Director Robert A PlQquet, Executive SecretQry UAB CONTACT NUMBERS Robert A Plaquet, Program Diroctor (206) 753'719D Dan Rude, Program Engineer (206) 586-1402 John Tovia, Region 1 Aroa Enginoer (206) 586-6263 CharleD Giboon, Regions 2 & 5 Area Enginoer (206) 586-6262 Don Oeioo, Regions 3 & 4 Areo Engineor (50D) 766-2315 OloriQ Canfield, Office Enginoer (206) 586-12~1 Barbaro 8oughmon, Secretory (206) 753-71D8 "" ;' ::'< -': " ,,""',:':' '; , ',..,', ..,..... :',j, ..,'.; " - '..,' " , ':': '" ": , . ..... 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""-10 lJ u!;t . ~ ~~; ; ~~~ :sI 0..5 ~ ... -~. cdZ ...."'0 g::5~ ~~~~ -'>ow !?~~:::J ~~~~ I ~ :.' ':'" , ., '.',';; ;.... );".' > , ". L: . '.~', ',: "',"..' ,:'.::'.,"'. ...:,"','...., " ";""/:.':..;, ~ V\., ,\:':':,: ..,..".':...,,'.'. :}:::'/:::::::'.',)",',:,t ,;',':-:,.0:'"',:'',''' ""(>"::';' ~ -,~! : ,(;:,',;' e.,,'" 1', ..~,::':.\,::~ ;": :,> :;~';~~ '-"";"";'.-,'..; . ""';'>;: ;:':"'-',".:,;::.-.::< :/:::>'\i:;:/\:,.'::-,;: )'...~,.::~i.': ::~:,;<:-, ';I::;,t<" lteIIl 42. .Widenirn Feasibility - (Physical Restraints only) Code 1 = Not feasible Code 2 = Yes, le--..s than one lane Code 3 = Yes. one . lane Code 4 = Ves, tw:> lanes Code 5 = Yes, more than tw:l lanes lteIIl 43. ,Horizontal Aliqnnent Adeauacv (Roao.ay) - COde 1 = All curves meet appropriate design stardards. Reduction of curvature would be unnecessary even if reconstruction were required to meet other deficiencies, i.e., capacity, vertical al1grment, etc. Code 2 Although SOJM! curves are below appropriate design staniards for new construction, all curves can be safely ani comfortably negotiated at the prevailing speed limit on the section. The speed limit was not established by the design speed of curves. COde 3 Infrequent curves with design Gpeeds less than the prevailing- speed limit on the section. Infrequent curves m<q have reduced speed limits for Gafety p.lrpoGes. Code 4 several curves uncanfortable and/or unsafe when travelled at the prevailing speed limit on the section, or the speed limit on GOction is GeV<!rely restricted due to the design speed of curve:> . ltuD 44. . Vertical Aliqrment Ad~~a.nY1 - Code 1 a All grades (rate am length) am vertical curves IIVJCt minimum design stamardo appropriate for the terrain. Reduction in rate or length of grade would be unnecessary oven if recon- struction were required to meet other deficiencies, i.e.. capacity, horizontal alignment. etc. Code 2. Although GOIIe grades (rate mid/or lerqth) mid vertical curves are belo.< appropriilte design stand:irdG for 111M construction, all grades and verticil1 curves provide sufficient sight dist;:mce for Gilfe trwel and do not sub13tantially affect the speed of trucks. Code 3 a Infroqllent gradeD ilnd vertical curves that impair sight distance ""d/or affect the speed of truclaJ it truck climbing l;:mes are not provided. 15 tIlIlAN AREA ID4BI!R lXIE 1- Seattle, Everett 17. Ellensburg 2. Spokane 18. Moses Lake 3. Vancouver 19. Oak furbor 4. Pasco, Kennewick:, Rich1and 20. Shelton 5. Yakima, Union Gap, Selah 21. Anacortes 6. Olympia, Lacey, TulIKlter 22. M:ront Vernon, Burlington 7. Brel1'Erton, Port Orchard, Paulslx> 23. Cheney 8. Bellingham 24. SUrulyside 9. Kelso, Longv1ew 25. Ephrata 10. Aberdeen, CoGmopol1s, iIoqu1am 26. Clarkston 11. IGlla IGlla. College Place 27. Toppenish 12. Pullman 28. Port Taomsend 13. Wenatchee, East Wenatchee 29. Tacana 14. Port lingo lea 30. Sedro w:>olley 15. Centralia, Chehalis 31- arandview 16. Camas, Washougal 32. Enumclaw a-I Cl'lY _ Colfax .........................., College Place ..................... Colton........................... . Colville .......................... Conconul.ly ........................ COncrete .......................... Connell ........................... Cosmopol1a .............. .......... Coulee C1ty ...........,........... Coulee Dam ........................ Coupev1lle ........................ creaton ........................... CUs1ck ............................ Darrington ........................ Davenport ......................... Dayton ............................ Deer Park ......................... Des M:>1nea ........................ Dupont ............................ Duvall ............................ East ~natchee .................... Eatonv1lle ........................ Edmonds ........................... Electr1c C1ty ..................... Ellensblrg ........................ Elma .............................. Elmer C1ty ........................ Endicott .......................... Entiat ............................ Enumclaw .......................... Ephrata ........................... Evorett ........................... Evoraon ........................... Falrt1eld ......................... Farln1ngton ........................ Fomdalo .......................... Fite ............... ............... P'1rcroot .......................... ForIcD ............................. Frlday Itlrbor ..................... lIiBAH CXllJN'1Y caE CI!IISUS caE ~ .!!!!!!!! IlIMlI!R 3 38 0230 4 36 0235 3 38 0240 3 33 0250 3 24 0255 2 29 0260 4 11 0265 6 14 0270 3 13 0275 3 24 0280 2 15 0290 3 22 0295 3 26 0300 1 31 0305 3 22 0310 4 07 0315 3 32 0320 1 17 0325 1 27 0330 1 17 0335 3 09 0350 1 27 0360 1 31 0365 3 13 0375 4 19 0380 5 14 0385 3 24 0390 3 38 0395 3 04 0405 1 17 0410 3 13 0415 1 31 0420 2 37 0425 3 32 0430 3 38 0440 2 37 0445 1 27 0450 1 27 0455 2 05 0465 2 28 0470 c-2 CI'lY _ Garfield .......................... George ............................ Gig Harbor ........................ Gold Bar .......................... Goldendale ........................ GraIrl Coulee ...................... Gran:iview ......................... Grarger ........................... Grani te Falls ..................... Hamilton .......................... Harrah .............,.............. Harrington ........................ Hartline .......................... Hatton ............................ Hoquiam ........................... Hunts Point ........,.............. Ilwaco ............................ Index ............................. Ione .............................. Issaquah .......................... Kahlotus .......................... Kalama ............................ Kelso ............................. Kennewick ......................... Kent .. ........... ..... ............ Kettle Falls ...................... KirklaIrl .......................... Kittitas .......................... Krupp ............................. La Center ......................... Lacey ..,........................., La Conner ......................... LaCroGse .......................... LaI:D Forest Park .................. LaI:D Stevens ...................... Lanr:Jnt ............................ Langley ........................... Latah ............................. Lo<lvonworth ....................... Lind .............................. tlIlIlAH <XJCH1'Y OCIE CZIISOS CXDl RIlDICIl' !I:MlI!R !I:MlI!R 3 38 0480 3 13 0488 1 27 0490 1 31 0495 4 20 0500 3 13 0510 4 39 0515 4 39 0520 1 31 0525 2 29 0535 4 39 0540 3 22 0545 3 13 0550 3 01 0555 5 14 0560 1 17 0570 5 25 0575 1 31 0580 3 26 0585 1 17 0590 4 11 0595 5 08 0600 5 08 0605 4 03 0610 1 17 0615 3 33 0620 1 17 0625 4 19 0630 3 13 0635 5 06 0640 5 34 0645 2 29 0650 3 38 0655 1 17 0658 1 31 0660 3 38 0665 2 15 0670 3 32 0675 3 04 0680 3 01 0685 c-J crrY _ Long Beach ........................ Longview......................... . Lyman ............. ... ...... ....... ,Lynden ........... .'. .... .'.. .,.., ..,.. .LynllI'Ood ...................,....,.. ,McCleary....... .... .....'......... .,.. Mabton ............................. Malden ............................ Mansfield ...', .,.'.. ... .. .... .. . .,.'.. Marcus ..... ....... ..... ...... .'....... Marysville ... ... '. ..'.... .,..- .... .,. 'Mat_ .................... .'... '... . Medical Lake .,.................... Medina ............ .'... .'. ..- .. .. . ., 'Mercer Island ....,................ Mesa .......,.... .'. . . .. .. .. . n.. . .. Metal1ne ........... .'.............. 'Metal1ne Falls ............. .'. . . . . . Mill Creek ........ .... ,... . ., . ...'... .. ,Millwood. ......... ............ ..... Milton ................. '. .. . . . .. . .. Monroe ........ .'. ......'....... ........ ~tesano ........... .'.........,... !obrtan ............... .'. . . . . .. .. .. . M::lseB Lake...,............. . '. . . , . .. MossyrocIc ..................... .'... M:>untlalte Terrace ................. M:>unt Vernon...................... Moxee City ............ .'........... Mult1lteo ............,............. Naches ............................ Napavine .......................... Ncspolem .......................... Newport.... ....................... NookDaclc ..................... .'. . . . Norm.3ndy Park .............. '.. .. .. . North Bend ........................ North 1lonn<lV1l1e .................. Northport ., ....................... OalcDdale .............. '. .. . . . ... . .. UlIBII1I cx:mmr ,lXIIE CBIlSUSaIlB ,~ 2lIlJMBI!R ~ 5 25 0690 5 '08 '0695 2 29 0705 2 37 0710 1 31 0715 5 .l~ 0720 4 39 0725 3 38 0730 3 09 0735 3 33 0740 1 31 0745 3 13 0750 3 32 0755 1 .L7 0760 1 '17 0763 4 1:1 0765 3 26 0770 3 26 0775 1 31 0778 3 32 0780 1 27 0785 1 31 '0790 5 14 0795 5 21 0800 3 ,).3 0805 5 2.1 0810 1 31 0815 2 29 0820 4 ,39 0825 1 31 0830 4 39 0835 5 ,21 0840 3 24 0855 3 .26 0860 2 37 0865 1 17 0870 1 17 0875 :; 30 0880 3 33 0885 3 38 0890 c-4 Cl'lY _ Oak Harbor ........................ Oak-ville .'......................... Ocean Shores ...................... Odessa ............................ Okanogan .,................,....... Olympia ........................... Omak .......................,...... Oroville .......................... Orting ............................ Othello ........................... Pacific ........................... Palouse ...,....................... Pasco ............................. Pateros ........................... Pe Ell ................,........... Pomeroy ........................... Port Angeles ...................... Port Orchard ...................... Port TohtlSend ..................... Poulsbo ........................... Prescott......................... . Prosser ........................... Pullman ........................... Puyallup .......................... Quincy ............................ Rainier ........................... Rajll1lOl'ld ..... ...... ....... '" ... ... Reardon ........................... RecImond ........................... Renton ............................ Rep.lblic .......................... Richlan:i .......................... Ridgefield ........................ Ri tzville ......................... Riverside ......................... Rockford .......................... Rock Island ....................... Rosalia ........................... Roslyn ............................ Roy ............................... tIlBAN CCJllN'J.Y CCIE CDlSDS CCIE ~ NlMII!R IDIBIlR 2 15 0895 5 14 0900 5 14 0907 3 22 0910 3 24 0915 5 34 0920 3 24 0925 3 24 0935 1 27 0940 3 01 0945 1 17 0950 3 38 0955 4 11 0960 3 24 0970 5 21 0975 4 12 0985 2 05 0990 2 18 1000 2 16 1005 2 18 1010 4 36 1015 4 03 1020 3 38 1025 1 27 1030 3 13 1040 5 34 1050 5 25 1055 3 22 1060 1 17 1065 1 17 1070 3 10 1075 4 03 1080 5 06 1085 3 01 1090 3 24 1095 3 32 1100 3 09 1105 3 38 1115 4 19 1120 1 27 1125 c-s CITY _ Royal City........................ Ruston ............................ St. .John .......................... Seattle ........................... Sedro w:>olley ..................... Selah ............................. Sequim ............................ Shelton. .. .. . .... ..... . .. ...... ... Skykanish ......................... Snohomish ......................... Sncqualm1e ........................ Soap Lake ......................... South Bend ....,................... South Cle ilIum ..,................. South Prairie ..................... Spangle ..................,........ Spokane ........................... Sprague ........................... Springdale ........................ StaDoood .......................... Starbuclc: .......................... Steilaccom ........................ Stevenson ......................... Sultan ............................ Sumas ............................. SUmner ............................ SUnnyside....................... .. Tacana ,........................... Telcoa ............................. Tenino ............................ Tieton ............................ Toledo ............................ TonaaIcet .......................... Toppenish ......................... 'l\lkwila ........................... 'l'ImN1ter .......................... 'noliop ............................. Union Gap ......................... Uniontoon ......................... Vader. .. . .. ... .. ... .. .. ......... . . lIRIBlIJI CXIllII1Y CXIlB CI!HSOS CXIlB RBDmN IIlMII!R IItMII!R 3 13 1127 1 27 1130 3 38 1135 1 17 1140 2 29 1150 4 39 1155 2 05 1160 5 23 1165 1 17 1175 1 31 1180 1 17 1185 3 13 1190 5 25 1195 4 19 1205 1 27 1210 3 32 1215 3 32 1220 3 22 1225 3 33 1230 1 31 1235 4 07 1240 1 27 12'45 5 30 1250 1 31 1255 2 37 1265 1 27 1270 4 39 1275 1 27 1280 3 38 1285 5 34 1290 4 39 1295 5 21 1300 3 24 1305 4 39 1310 1 17 1320 5 34 1325 3 24 1330 4 39 1335 3 38 1340 5 21 1345 c-6 CITY _ telAH ~ caJIII'1'Y OCIE !!!!!!.!!! C2HSOS lXIE ~ Vancouver ......................... 5 06 1350 Wai tsburg ......................... 4 36 1360 Walla Walla ....................... 4 36 1365 Wa....to ............................ 3 13 1375 Warden ............................ 3 13 1380 Washougal ......................... 5 06 1385 Washtucna ......................... 3 01 1390 Watervi11e ........................ 3 09 1395 Waverly ........................... 3 32 1400 Wenatchee ......................... 3 04 1405 Westport .............. ............ 5 14 1420 West Richlan:l ..................... 4 03 1425 Wh1 te Salman ...................... 4 20 1435 Wilblr ................ ............ 3 22 1440 Wilkeson .......................... 1 27 1445 Wilson Creek .......... ............ 3 13 1450 Winlock ............... ............ 5 21 1455 WinslCM ............... ............ 2 18 1460 Winthrop .............. ............ 3 24 1465 W:lodland .............. ............ 5 08 1470 Woodway ............... ............ 1 31 1475 'facolt ............................ 5 06 1480 Yakima ................ ..... ....... 4 39 1485 'farrow Point ...................... 1 17 1490 'felm .............................. 5 34 1495 Zillah ............................ 4 39 1500 c-7 z o .... 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NAME TELEPHONE ASSISTANCE TO JURISDICTIONS IN: Jim Justin (206) 753-2684 Clark Mason (SCAN) 234-2684 Clallam San Juan Cowlitz Skagit Grays Harbor Skamania Island Pacifi.c Jefferson Thurston Lewis Wahkiakum Kitsap Whatcom Bob Drake (206) 753-1889 Adams Kittitas (SCAN) 234-1889 Asotin . Klickitat Benton LincoJ.n Chelan Okanogan Columbia Pend Oreille Douglas Spokane Ferry Stevens Franklin Walla Walla Garfield Whitman Grant Yakima Steve Hodes (206) 753-3205 King (SCAN) 234-3205 Pierce snohomish Nancy' Rutledge (206) 754-1239 Project Manager (SCAN) 235-1239 Alice Lee (206) 753-2621 Research Director (SCAN) 234-2621 . . ~ TELEPHONE ASSISTANCE TO JURISDICTIONS IN: Jim Justi.n (206) 753-2684 Clark Mason (SCAN) 234-2684 Clallam San Juan Cowlitz Skagit Grays Harbor Skamania J:sland Pacific Jefferson Thurston Lewis Wahkiakum Ki tsap Wha tcom Bob Drake (206) 753-1889 Adams Kittitas (SCAN) 234-1889 Asotin ' Klickitat Benton Lincoln Chelan Okanogan Columbia Pend Oreille Douglas Spokane Ferry Stevens Franklin Walla Walla Garfield Whitman Grant Yakima Steve !lodes (206) 753-3205 King (SCAN) 234-3205 Pierce snohomish Nancy' Rutledge (206) 754-1239 Project Manager (SCAN) 235-1239 Alice Lee (206) 753-2621 Research Director (SCAN) 234-2621 Cl S ~ I ~ ..... III .!~ j;: ...... 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NI\ME OF JUR'ISD'Icr'ICN . NI\ME OF PERSCN CCMI?LE'l"ING TH'IS SECl''ICN TITLE PH<::m: What is the present assessed valuation of your jurisdiction? $ B. What is the outstanding arrount of: 1. N:m.:.voted (or limited tax) general obligation bonds $ 2. Voter approved general. obligation bonds $ 3. Revenue bonds $ IDeal 'Inprovarent District bonds $ Soort tenn tax anticipation notes $ 6. Other $ c. What is. the rraxinum. arrount of debt you may legally issue for: $ 1. N:m-voted (or limited tax) general. obligation. bonds $ 2. Voter approved general. obligation bonds $ Page B . . D. FUNDING: S':I'REFrS AND R:lADS What percentage of total funding requirements for the projects identified in Part c do you anticJ.pate fran the following sources: l2!l! ~ 1. CUrrent expense funds _% - % 2. State gas tax _% _% 3. Urban arterial board _% _% Federal Highway Administration programs _% _% 5. Bonds - Councilmanic _% _% 6. Bonds - voter awroved _% _% 7. local Inprovenent Districts _% _% B. County \<<)ad Irrprovenent Districts _% _% 9. Local road. levy _% _% 10. State timber harvest tax _% _% 11. Federal forest receipts _% _% 12. Other _% _% Subtotal _% _% 13. Shortfall (unfunded) - % _% Total -!.QU -!QP...! ~ <';"d;'" ", ~ '_:\-, .. ;"~"'~~;::::',\ ,; I f p r , III '.,--,',:-,<',);:-,,:, >,' ,'"_".,~.,, d. :"."r.,/_'-,...._ :'~-, :'\ ';: .;.' ,:\',: ~ ;';,:'~': .::. ,.' ", ,,:,'..; ,',' ~ _'~ ;; '.': 1 ... :, '" 'j ,:- ~> -;" , ",: ':,~ ~~~ ...<j~ r.~::1 .~'Sg .a.agJ i~; :>, II) u-..~ 8 l5,i . a 8 ~~ '" .~:;:J 'i9 13..... 13 .~ !:J . E ~~! Ol.a OJ ~]~ l' , .~~~ ~13~": .il~J [~~ i ~ ~ IE ~ :hf I : g~ f i:fom i ~i' i o ~ ~~~~ i ~ ~1jl :>.\\:,:-,~,:':::' . , " ....., ::',,::;'.~A(i:&i,!S~~};ff J .:-;;-,,'1' '. " :',,' .~':,.' :;',';'. "", :<.--;:'; . " t',:, :'~'/ ::'::: ',.': :~J;_' -:.: .'~.': :",!.<:,~:~';'~):. :.;,\{,~:< I" ,:'i,'<;"'" ",' ',". <,c;::,:,:<,,:",_._;,,:>:, '..' : : :: .;' ~.,:'- .~ '::'~',\'::.: ~'.':, />,;~: ; "o',' ':,; ", ~', ;':'::, ':,<:'.,.:-;," >,.: - ,:- . ."'. " ~', . -. . . '-';'-,--" .j'."'"'' " ,> ,'..' ::':',<<::', ','" ,..';'>":"::'/ ': I~,;~;:-, -'; ',' ,; , ;,':, ;., \:'., " ,-' :: . ~ "...-} " '~:~/:';~;,:' ",'" .':,: ~', ;,. ",; ;~,::,,:'\.!: ...... . "':""-,>.::,t./' "'.; -;: ,.' -- '. ~-, "-""'.. ;,-' ",,_>::,;":,::"i":'" . ;'''.''---,;,', I"':" """"'---':"'::'._',< .' ;:!:.:~~'/:<::: :,:;.,:,?......'<'..' """. . ^ i,''':.;:,''"..,-,:'..''::_'','....,:; !-'>"': <.:-',,'+..<:. ::)"".::: ,',.:,' ,~::;;'. ..",," .' ',' ,';'.'.' .~ '. , ;'- .,,~, , ::.~:.;;'::':::~.',}",:~.;:':>,:.:_,-::. .i" ;',' ,.',/:-::,: '",';'.,,,;,,'-:.:'..',,,::., , , :;"'.: ':i'; ~'.., .:"": :S 'M i, ~ "~g ~ ~.~ ~ ~i .ID ... 8", .~I Ii! ~~ ~ 8 B ,~ 8 ' ":1 8 ~ '5~ 4J ~~ ~ ~l ~ ~, ! .~.~ ~ 'g m .M !J i ~] !. Ud Ej [.~ Ji ;1 c E '. . ". ",.:",,: "'. . ,',.' ".. ',;, :'''': , ..'.', ,; '. ',. ,.",' . .,' ," ..,,'.::.,.' :. ',",' ':.,,". '...:\ ,. " "i.. ,,'.,,:: ! ,'): ", '. "::, ,'.".':: .. ': ., .. ",:,..:. . .,,' "" ':::' '" .. ,'.: ',." "." ", ",., '.' ',; ',",':.' ";', ' "', .. ,', . ",',. :', ,'.' ,. .' , " , " ,.','.' :: ,', ":, .' ' . .. ." .:' ,C ," ." .,i .' . ,.... .:: " ',',:, .,,",'<:,Y .'.' ,". ", ;~:-::'\ ::-,i,',-: ;;<:"~ (i 'i\':-'-:~;:' ~.- / ;::':> "; ,. "...".,.'/<:.r 2 ; 0 .~~~ ~ &J8= ~ co co ~.~_... x .""l~co ~~~~ ~~gl2 .. ... co ~ El-l] E~B~ 'tJ~ .6 ~-~~ x ~.~ F& J~i ~ 8 I ~:~ ~ Ej ~ ,J tI) 21 ~~ :2 J ~ !r~ I~JU 4. . . ~ING: BRIDGES What percentage.of total funding requirarents for the projects identified in Part C do you antic1pate fran the following sources: ' . Total 1984 _% _% _% _% _% _% _% _% _% _% -' _% _% -' -' _% ~ ~ CUrrent expense funds County Road1Irprovement Districts Local, road levy State. tirrber harvest tax Federal forest receipts. other SUbtotal 13. Shortfall (unfunded) . . Page 12 SEx::TION V: WATER SYSTEM NAME OF JURISDIcrION NAME OF PERSON CCOO'LEI'ING THIS SEx::TION TITLE PHONE A. INVENTORY \'vm1; is the present mmber of service =nnections (metered or UIlIletered) in your system? B. CXlNDITION 1. What percentage of your system's rraintenance needs is =ently (1983) being met, carpared to the leve~ needed to keep facilities in optimal condition? _% a. what percentage was being met in 1978? _% 2. What percentage of your water facilities inventory: a. is in less than acceptable =ndition !E!!.? _% b. will be in less than acceptable condition if repair is not accarplished ~? _% c. will require repair within the next five years? _% d. is in acceptable condition now and expected to remain so for five years or lonqer? Sum: % 100 % c. CRITICi\L NEEDS ASSFSSMENl': (attached) D. ~ What percentage of total funding requirements for the projects identified in Part C'dO"'"you anticipate fran the followmg sources: 1- 2. 3. .illi ~ Current expense funds - % _% Revenue bonds _% _% General obligation bonds _% - % a. CouncilJnanic - % _% b. Voter appI'OlTed - % _% I.ocal Improve:rent Districts _% _% 4. . Page 13 D. FUNDING: WATER SYSTEM (continued) 5. Utility Local Improvement Districts - % 6. Grants _% 7. Sinking fund _% 8. System developrent fees _% 9. other _% Subtotal _% 10. Shortfall (unfuncled) _% Total ~ - . _% _% _% _% _% _% _% ~ h - ii, , ,," . , " '..., " ", :.,.'.,,", ' ". . ' " ., .'. .," ""."',.., " '..'..','., ".. " , . . '.. .. " ,'.,: .......... ,'> :.'. .... , ' " ....:.', .' "; ..,. ". '.' .'. " . ~.. '.', ...... ,.'.,,',' .,.:.'<, .:, <" " .. '.'. ",' ';'" ;" ,'.: .,." B ~ .~ 4J ~ 4JUl'" t'J8::: :; c . ~~g ...<E~ ~g~ ~,~; ~ '@,~ ~,~ ~ ~~, ~.~_b; 1I)'!i 'SIB", ~~~ ~. 00 ~= 8 ~ ~ ~ ~ ij~ ~ ~S'n ~~i - - ~ :E B ~!:1,. ~ .~~ BE~B~ J'iill"O] 8 Ul~ OJ ~g I t ~~~ j~ J . . ~ 1i ~ i .~.~ il )I! & ~.B.j..; lilJ ~ ~"O~~ ~ ~ 9 ~ i.~i~'J .. ~!ff I n~1 ~ .~~ !.i! ,'0 B ~~-J ~ ~ j~'~~ I tJ P<!i~< i~' '. ~, \. o o o o o '" '" U> co 00 :S 'M ~ 8 B 0, :;:J .~.~ ~. ~C) 8: ::l.~ ~~ f ~ B ..; ~I ~, ; ~ ;] ~ "0 8 ~ ,{ i l~ c9! ~ ~~ ! ~ s:g:s .B t~ .~ ~ ~ ui ~ 's 2l 'n a. Ul'~ri a 6 ~ a...... .... ~ ~ ~l 8 ~ 8.... 11 ~ ~ j ~. .S'g 0 lU] iJ j i~ Ej .~ ~.~ i~ ~ ~i x 8 t ~ ~ 8 :i 8 8 ;:1 b' :g~ oc) ....lU ..... ~~ ~~ ...,~ lU~ '~j :~i!i ~Jk~ J J J B ~ 8 '.... 'j ~ J 8 :;:J & 11 fi 2 ~ 6 ",,,::,:~ , ,....' " ,", . "~I ~:3 ,',' . ',. ('" ;" ',:"':,:..: ':"....;.. . .','.' ':'..' , .1" " .. ! . ,',": " "., . .... , " "'. ;',' "',;. .' :':.. ',", ,':' :,'<, .. ,:,,'.": " "",,' """"".".'.' :: ,": '., . '." ,',.,., "'. ",' .':',.,:.; , " " " .' " ",:.; ,,",,' ..',',' ,'" " ''''.''''':'.'. ,,','" ,".'." '. ' '.' ,,'." ;,.' ',::",,'.,', ,', ,. :.... ':' ' , , ..', ' .'." .' .. . .' ',.'. . .':' .', ,'," , ,,:,' ",:',',',:. .:'" ,.' " , ,'. ',."., :.. ..':','. .', ,'i'., : ,',. '..:, ',:.', .", . , ':\~~"..i"'J"~'",\.",\'!f' ' a Ui <I)- 0 M 0 co ~ '" 0 ::! '" <I)- co <Xl ~ co '" co III <Xl ... X <Xl ~ I 8 t x ~ "' 'I 0 0 III ..... 0 8 4Ja :::J ta .S ~ ~~ 2l &'1! d I i 8i .~ I"M J .~ 2i~ ~.s .. ~ .. ] .~ 4J 4JII) ~8 !'l j ~ ~ .... ~ .... ". 0 8 '11 13 8l .:;! ~ 21 8' l~ ,~ ~ ~ ~ ~ ~ :8.~ p" ~ i 81 ID 8 II) .g '~I ~~ 8 ~ gJ"j ~ ......'0 p,,~ '1! ~ ~ ~ 1 l~ .: ~ ElU g, 4J l!J ~ lU .~ 8] ; j3 ~ lU ffi ~ ~ rii ~ 'S II) 2l 8. P" ].~ f .~ ;i 8 i 8; 8 !l lffi 'j ~~ li ~ u E j .~ [-~ .~~ j ~] ~~ P< ~~ 2 a: fj :;;: ~. '9. OOOUl ~ ~E~ ~~ .....~Ul.s ~M ,... 00 m,~~ "'ijJ$ la gj t ,~ _ -0).. QJ~OJ 'I'"'> ~ Ul P. 0 ~!!~ p:~~ >Ul 8 ~ ~ g ~.~ ~ ~ 8 ',..., ~.... ~ .~]~ ~ -E .,.,f +J ,.... .~=~] B ]~~ l., nQiIl) ~8 <n"Ow ~I ..21.E:1~ .....()~ B!!'" i~~ .. o i lil <J> M co '" ::: co co ~ co '" co III 00 '" 00 ~ ~ 8 ~ ~ CJ) '~ & 8 ~ ~ ~ j I i I ~ ,~ ~ .514 t ~ . :S 2l ..... ~ ~ JJ. ~ti- 81 15 :;:J lU 'M .~ -8 ..... ~ u ~ :d 8 ..... ~ ,~ ~~ 3l 8 Ul II) ~B fA ~ II) .~ ::l . ....'0 ... JJ.al t 0 ~~ 1 86 ~ 0: . o ~ II) ~ 'B 0 .~ 'M 4J ~ ~ ~~ ~j ~ .a 8. ]~ 8 ~ :;:J !l '[ Ul..... ~ 6 ~~ ~ .E:131 'M Ul .~ 'iil CJ) ~ ~g 8 8"" 8 i . ~ Iii :;:J 'I'"'> g' ~ ~~ ~.~ .s lU.... .~ . Ul 8 'M l~ ~i Ul ~fA ...... 'S'.~ ]~ ,~ JJ. ~i ~~ ~~ ~.~ :tl~ 2 ~ 5 Page 19 . . 0-1. FUNDING: SEl'i'ER SYSTEM What percentage of total funding requirerrents for the projects identified in Part C-l do you anticipate fran the folla.ring sources: 1984 ~ 1. CUrrent expense funds ----=- % _% 2. Revenue bonds _% _% 3. General obligation bonds _% _% 4. Local !mproverrent Districts % _% 5. Utility Local Tnproverrent Districts _% _% 6. Grants _% _% 7. Sinking fund _% _% 8. System deve10prrent fees _% _% 9. Other _% _% SUbtotal _% _% 10. Shortfall (unfunded) _% _% Total -1:.QQ...! -1:.QQ...! - ,~ ~. ., J:,ii,(;,., :, " ,.:,'" . , ":.0'. , ' ,""', '..,' '..,. . . ,; " ,'.',..,'....' '.' ....., ,.' .", '. " ....,., ;,,':',';. ',. "..,.' ..... .',';' '. ' ." ->' , . ,:" ,..' .',,' :..' ' . ~~~,.> .",'..:.. ... ...,.... .... .'. .... ' .' .... ..', . ..... .' ,:.' 0ill: "::'/:~:>I l",' '. ::.' , , ",'.: ". ." \,' , ,'" " ..........." "..:.'. .;,,:'. ,'.: . ' . '., ' . " '. '.,.'.' ' ' , . ,:. . .' ' .. ',.. , ..;, "" ...., .'.:,.,',."., :", '.',' :..;," . " . '. P~ge 23 r",' D. FUNDING: DAMS .'. .... ..'."..' '.., ....,....., . f 1 fundin" " t" th. , 'den' 'f' '. '. ".'... ,.' ,What percentage 0, ~ g.~ s ...or e proJects 1. ti 1.00 in.. . ,'::, .,' ",':;,:.Part, C do 'you .antic1.pate fran the follow~g sources:.. .. ," ... L .... '.'.,'.":.,:",. " ' " . ..' I . ' ,. ~ 1985-88 , . . ... ....'. . ' ;'. ' '. . . ...... .."":1 ,'" '.: .' 1.. Revenue IXmds _%' '. %.;' " ,:...,', .,' '..,::.....,.. . '--:-~' '",.; .'. .. ".2. . Generaiobligation bonds. _% , ~%>> . " ..' .3.:'Federal grants _% . '.. , %' ';'.. '. .. .....,< .(i.E:!.,Public~566, etc;) , -:-- '" ;\:, ,'.' . :"4..Fe!deral~oans(~.e~, Small . . '.. .:..... .'; .. ':" '.' Reclamation ProJects 1lct, etc.). ~% ~%, " ." ,. "",'. .".', " ". ,,', '. "..... " ' ..' ..,.. .,.' .' ,. '.. ." ,',,5~.State grants (i.e., Referendum '. '. , ," '.', ;"." ,38FLmd, etc.) _%. '. .. .% '.., ,>~~ .' '. , ,..... ....... %' .,%',/ '.';' :-;-:-:-. --,- -:-, . .--:--""" ..', . ... .". , _.- -, "" -~.. ..<, ' ..'. ,.', '.. '% ' , ' % ,,,'. " ::.,. ."-,..,,':. ,:; ...;-~ -(l.U1fUn~) _% .'%:('" , ..",--T~"Total _100 % 100%,.... '_:':;'\\'~"'i::>_.,:':,','_:;.._':' ',,1 _'.,;:,' , .", ,'.. .. ':"'.' '. " ... . ,,' ."., ,.,' ,.:'. '" ";:, ,. :. ,.".. ' . . . . ,...... , ' ' ,,',.. ., , . " . ., , ,. .... , :.", ,...... :' :', ' ,: "", ': '.' ;":';';,i .' '.:. .' . '.' '., ," ..' . . "" ,", .",:. . . , .' . Co,' . ;., ' ',..':, :'.. "',' .:.. ':<':. ,<; i . ','''.'' ':':':~ : C ic , ; CcC \ c c c CC I" ',:, '.'::":, . I '" " '. . ,,'. , I:,',.". ,~", {:: .,....;"" :'.'. ' . ': ",' I :.i ':':' .',':.i ,', " '..--," .....,' ":.'. ", "" "',' ',: "'.'.: .'" ' . .. ", ....:'.'< . "'. .,.:. , , .'.", ',' i,:.': ',.', .:"" ' ",; ," ,:, , .'. , '.'.' . ' '.' :, ,:'.::,. :: "". ;', . .'," ;,' .'': ,.....' " " " ", \: ,'. ',' .:.: :';.' ' ':'< "',:, ...." ,., " '.. ' .j . ,..., .," ., , ".".; , ."'. ''',' " ' '. ' """"'. ".',' ;: , ".".';.', .<::/:', "'.' , "'::"",." ",.""i".:"'; ...... J,..- ...... r ,',,',,'..i' " ':~;' .~<': ..- . .. --'" .... , .' ' " .. . .', :.'. "',~.' ,". :-. .' .... . ,,~:, :'C,. '- " .,;,,:C; . ,: ", . ,,' ". >-:: ' : ".. . ",," '.' ,', .',." >'.:,. ..' '., .. ,.::: ~..'. '. '.' ... "'.: .. .: ..',. ..' ,,'.:'..,<,. ;.,;-. '." ..:. 0".>: :'.., , <'.: ':.:'.'.' >. ::. ';'.'; .'.. ,.','" . .;':.,.;, '.." ..., <,.... '.",:';.. .... ".. ,',; ::::'.:'.:.", , ~. :,'.:.,.: .';",:: ,.... ;.,,:,':>. ;'....; ..: ."...<:... ''''. ,,' " :'.: .. ',-. ',: :".", '.,. ::'; :,"" ::,:' :.: '.. .. I ";, '''', :' ~.. . . ;. , : ;., ,'.:.,. . ,>,.....: .: "-' ....: 7c:--:--- I ~ I i i J ! j ! ! 1 I J", '".' ,,',:"-:"<" ..< :,.' " ,(. '.';: . ",.' 'Fi'~'.\{f" ,. ,,,; ,:: .. '..... ( , \ i ./ I M ! cc ~ ,} '" :'c f .... . 3 .... t "" '" 'j <Y '" 0 i 0 I m E >U 'I 0 C, <t 0 I CY 1.- r:l. I .. '( .':.'. ,:-..: .",: ';';; ':.: '::/ i, I i i J 1 'I I , I f ,:' .,'. ~.. ":" ~"'.: :~:< :~.,' :'\>,.:>:: ... '...:' "'C.' .'I",Y:' " <. ':' ,,'.,' . i. :, " ",:,:,.. ;.:: (',," i\~ ../'" """ ,; .', :.j ,: ':;, , ,,":~: '::,' ;.:.' '~~' , 'c",: " ;) '~';_: ./:/...", :;>"~:';;"~',":;:,i:':;::.. :'::".., _..:"/.A,,,r...: '.' F '.", - '-' ,: .\. ." r',':, ::,' :.. ,'....,., ,', ". r". ','..,'!' :',' :'.., ,,"~', ~'-,. : :,: ;"; ,:.:. ''''" :;;'. , '" ; i" , '.' ",' :,,~ I. ,'.. ',::,;~~:~:~:,!;:r ;':. ,"':,:\{;,', L L -::;: ---, . .:::- -1' 1\,-, .. j t'\l " ~ \l' \J u "J ~..J ~....! Q.... \ .2 :c :::I Q. - o co CD C') co C> \ , e ..( (l)Q)$::g E ~ ci ~ t::~zJ, lUt::wCO o.",CI),? (l) 0 Z CD a()~~ >- l- e tI: :::I 0 o D- o C o (I) ... (l) - - (l) -, ~I ~~ ..- ." ~ ,,~ .~-t: ~ :;-'t ~ ';;:"' R J~ ..,;;.. ~ -- ~- "- ~-s ~J(tp I.' ~ ~ ,---... ~ -ifb ~ 't-.-- ~ ~ V> ~ '"h.. Q. -Sl\~ \jll.1~ (I) .:s:: ... o == .2 :c :::I Q. - o co ID C') co C> ~ o o ~ \.J - ..( ~Q)$::g E~ci~ t: ,g z'';' lUt::wco o.",CI),? (l) 0 ~ IDo a():> o '" >. l- e tI: 6 ~ o c o f! (l) - - (l) -, \ , . Ii ,~ {i ~.~~!j 'F >.. ~'- Rogion t'lunty ___Jef:::::~~__ NOllTIlWF.S'C / SOUTHF..AST / SOUTHWEST REGION HI\P PHOJECT PHOSPECTIJS . (WAC 136-J.60-020) IDENl'lFICATION: Road Name: Whitney Point Road Fed. Funccional Class: 08 County Road Log # 27590 Project Termini: M.P. 0.00 to 1.06 DESCRIPTION OF PROPOSED IMPROVEMENT: ':/ ':J~"~:" ~',;.~ ~ 'lproposed Starting Date: Anticipated Completion: Estimated Total Cost.: RATA Funds Requested:* * RAP Funding shall not be requested or approved for right o{ way acquisition or preliminary engineering. INITIAL PROJECT PRIORITIZATION Condition Rated Regional Maximum RAP ProJ ect Roting Structural 1,0 GeometrIc 40 Tr/lfflc Volume 10 Traffic Accidents 10 /7 ~- ---~ (.) TOTAL S4 Ratings as proposed by: d,....~...-q~/I?~~J~? Thomas R. Marshall, P.E. ^.' llOJJi GEOHETRICS: (=---' . P...ycmcnt IIldth Good (J~)), .r...lr ("-7), Poor (8-10) -3- Shaul der III dth (--) Good (J -2) , f....lr ()-,,). Poor (S) ~ "'."'). Road Bed \11 dth (- ) (1-2) . ()-IJ) . (S). - Good .f...lr' Poor ..--:L- IJ.. IIorlzon.t..., Alignment :Good (1-)) , fair (1J-7) . Poor (8-10) ~ 5. Vertical Alignment Cood '(1-)). Fair (IJ -7) . Poor (a-io) ,--12- . .-.., '. Gf.OMETRIC RATING TOTAL: ADT "00 -2000 > 2000 <20 "22 GEOMETRIGS RATING TABLE B. TRAFFIG ACCIDENTS: +6: Equivalent Property Damage Only A~eid~nts. Three Ye~r,Ayerage ~ Property Dama~e Only In1ury Fatal 19_ 19_ !9_ Xl X 6 -:Jf25 " -- Total .. ~3 +Lengtb (miles) .. TRAFFIC ACCIDENT RATmG: 0 C. TRAFFIC VOL~IE: ++7. Current'Estimated ADT: TRAFFIC VOLUME RATING: +Equlv. Property O...magc . Onl Accidents/Mile ....._, 0-) '. (, 7 - 9 10 - 12 13 - IS Ie. la 18 - 21 21 - 2" 21J - 27 28 '- JD JO.. RAP Ra t I nq o 1 2 ) If S (, 7 8 9 10 ACCIlmNT AN:li nArI'lC )(AnNe l'ABLE i+ Average Ca lIy Traffi c '(AOT) '1 - 50 50'-'100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 1500 1500 - 2000 2000 - 2500 2~00. .3S- 2. . ROADYAY STRUCTURAL CONDITION: rce of Distress 8. RUTTING Slight ... - Moderate ls," - 1" Severe (;,ro."1 te.r 1" 9. MVElINCi Slight Ji" to l:Lu Moderate ~" to 1" Severe r~'t: 10. CDRRUGATI ONS Slight 5% to 10% Moderate 10~. to 15% Severe ITOr~ tho, 11. Allll:ATDR Slight Less l/S" CMCKINCi Moderate 1/8" to 1/4" . Severe l;t" or 'J"Ceat , 12. TRANSVERSE Slight .J.essI/a" CMCKIIlCi Moderate 1/8" to 1/4" Severe J.." or qrea 13. LDIlCITUDINAl Slight Less l/B", . CMCKINCi Severe 1~. PA1CIllllCi SlIght Moderate Severe 15. FLUSIlIIIC 5 II gh t Fllcoclin9 HoderateOourse Aqg. .'Severe Slick . 111. \. j ~. ~ ~ 'J RAP Rn t ing llarkshee!:' 136-130-040 Pg. 2 or 2 Percen ta~e of Distress. 1 - 15% 1 2 ~ 1 2. ~ 1 :7. CD 2, 3 4. ~ 1 2 ., 2: ., 5 ., 5 7 -1::- 1 2 3 ---L 1 2 3 3 ., 5 ---2..- 1 2 2 3 3 4 ~ 2 .3 3 ., 4 5 E. PROJECT 1DENTIFICATION: ROADWAY STRUCTURAL CONDITION RATING'XU'XAL: F. WORKSIIEET RECAP: A. GEONETlltC RATING TOTAL B. TRAFFIC Ac.:CIIl~NT ll^,rTllG C. TRAFFIC VOLUME RATING D. STRUCTURAL RA'l'lNe "OTAL TOTAL NWI\ RAP WOIlKSIIEET RATING -' . . _ RAP R"tinc lIorksheet ~ 136-130-040 Pg. 2 of 2 ROADI./AY STRUCTURAL CONDITION: rea of 01 stresS Perc:cnlaqe of Distress' 1 - IS'!. 8. RUTTI NG Slight Hoderate '1" - 111 Severe r.ro... tar I" ~ 9. RAVELING 5i"i!iirt~ }." t:D ~" ,Moderate};" to 1" ~ ;'Sever~ r~'t 10. CORRUGATIONS Slight S'I. to 10'1. 1 Moderate 10~ to. 15'1. 2. Severe nriri! tho... 1 ~ 11. ALLI GATOR SlI ght Less 1/0.... 1 CRACKING Hoderate 1/0" to 1/4" 2: ., Severe ~" or 'JX'cat 4 ~ '12. TRANSVERSE Slight .J.essl/a" CRACKING Hoderate 1/a" to 1/4" Severe J.." or qrea -'L 13. lONGITUDINAL Slight Less l/B'" 1 , CRACKI NG Moderate I/O" to 1/4" 1 2 Severe 10". m' qreat:cr 2 -3 ~ 1/j. rATClllNG Slight 0 1 '- Hoderate 1 2 3 Severe 3 ,4 ~ 15. flUSHING SI 'gnt Hlcocling 2 2- Hode..ateO:>ursc Nlg. 3 4 -Severe slick 4 5 ROADWAY STRUCtURAL ~ONriltION.RAtiNG 'xu:tAL : E. PROJECT tDENTIFICATION: F. WORKSHEET RECAP: A. GEO~IETRIC I1ATlNG TOTAL B. TRAFl'1C ACClDlmT RATINe C. TRAFFIC VOLUME Rl\TlNG D. STRUCTUI\AI. l\AnNe TOTAL TOTAL NWIt RAP WORKSHEET !lATING ee./~'..) f?/~:- .,.,-n-:o;o ~~'-,u to So -7, L/ 'f "l. Pavement \/Idth (- "2./) Good (1-)). fair "~2. should~r \/ldth (-~) Good (1-2), FaIr Road Bed \/Idth (-~ Good (1-2), FaIr 4..Horhontal Alignment ,Good (1-)). FaIr 5. VertIcal AlIgnment Good (1-3), FaIr ROAD GEOMETRICS: ("-7), Poor (8-10) ~ . Exhibit -040 Pg. 1 of 2 ~ ()-4) . Poor (5) ~ (H), Poor (5) ---2- (4-7). Poor (B-IO) ~ (4-7). Poor (B-io) .~ Gf.OMETRIC RATING TOTAL: GEOMETRICS RATING TABLE B" TRAFFIC ACCIDENTS: +6~ Equivalent Property Damage Only Accidents, ~ Property Dama~c On1y Three Ye~r Ayerage Injury $" I () Co X 6 ~(p, (miles) 19-8Q I 19-6-L 0 19~ I Z Xl ~O Z. Total a +3 (".l +Lcngth 12,1 Fatal -D- -D-. -D- () --:r:25 ~6 7 /3 TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: ++7';' Current Estimated ADT: '2<') 0 0 .; 4Equlv. Property Damage On I Acci dents/HI I e .. ,. .- . o - 3 4 - 6 7 - 9 10 - 12 13 15 16 lB 18 21 21 74 24 - 27 28 - 30 30t- RAP Ratlnq ,0 1 2 3 ,. S I) 7 8 9 10 ACCIDENT AND 1'MFFlC RATING TABLE TRAFFIC VOLIDIE RATING: ++ Average Dally Tr~rfi c '(ADT) '1 - 50 50'- '100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1750 - 1500 1500 - 2000 2000 - 2500 7500+ 2-1 :z?r /4 ~q . "RAP Rating Worksheet Exhibit -040 Pg. 2 of 2 ROADWAY STRUCTURAL CONDITION: of Distress Pcrccntaqe of DIstress 1 - 15'1. 16-30% 31% + 8. RUTTING Slight l10derate Js" - 1" 1 'L.. Severe r.ro.., te.r 1" 2 3 4 9. RAVELI NG S 1 I gh t '..; to l;," 1 ':2-'- 3 ~ ""oc"< ,. ro '" 2 3 4 Severe n,,,t 4 5 -5- CORRUGATIONS ~ 511ght 5% to 10% 10. 1 2 3 Moderate 10'1 to 15% 2. 3 Severe rrnr~ th."'\ 1 4 .-l II. ALL! GATOR 511 ght Less l/S" 1 2 4 CRACKING Hoderate l/R" to 1/4" 2: 4 5 Severe l.t" or <jTe.,t 4 5 7 3- '12. TRANSVERSE 5 lIgh t Tess l/S" :! 3 1 2 3 CRACKING Hoderate 1/8" to 1/4" 3 4 . -1L Severe )1" or qrea t 4 13. LONG I TUDIIIAL S" ght Less l/S" 0 1, 2 1 2 :I 1 2 3 CRACKIIlG Moderate l/S" to 1/4" 1 2 ,1 3 ~ Severe It... or €Jrcute.r 2 3 3 4 5 3 4 5 I ~. PATClllNG SlIght 0 1 2 Hoderate 1 2 3 -.L Severe 3 4 IS. FLUSH WG 5 lIght nlcocling 1 2 J HoderateOoursc hqg. 3 4 -Severe Slick 4 5 --2- ROADWAY STRUCTURAL ~ONDITION RATiNG XUZAL: E. PROJECT IDENTIFICATION: &el'1veR Vr9/IC,/ ty1 ,? /',56- :S T""7E 1-.0') ;;t; 9'1/50 /<.D I 7,'-17 F. WORKSIIEET RECAP: 2/71- q ~-4 ~q J.7)17 stJ 21- A. R. C. D. GEOMETRIC RATING TOTAl. TRAFFIC ACCIDlmT RATING TRAnIC vOI.mm RAT[NG STllUCTUltAl. RA'I'ING TOTAL TOTAL NWR RAP WORKSIIEET RATING 'rtJ f.f-IT N r=: y 'SlBTE L.S .Exhlblt -040 Pg. 1 of 2 ROAD GEOMETRIes: ~ "I. Pavement \II dth (- Ih ) Cood (1-)). ralr (~-7) . Poor (8-10) ---3---- Shoulder \lldth (~~) Good (1-2) . ral r ()-~). roar (5) ~ Road Bed \II dth (~ --1&-) Good (J -2). Fair ()-~). Poor (5) ~ ~..HorI2ontal Alignment ,Good (1-)) . Fa Ir (~-7) . Poor (0-10) -.fL S. Vert I ca I Allgnmcnt Cood (J -3). Fair (~-7), Poor (O-io) . ...6- f3 CEOMETRIC RATING TOTAL: ADT ~OO -2000 > 2000 "'20 "22 GEOMETRICS RATING TABLE B.. TRAFFIC ACCIDENTS: +6:. Equivalent Property Damage Only Accidents, Three Yeflr Average Year Property DamaRe Only In1ury ~ 19 -B.fL () rJ. -D- 19...B..J... 0 V ~ 19...8b. (') 0 ~ I? 0 C) Xl X 6 ---x25 - _.-!.2- (I') - ---LL Total - rJ +3 n +Lcnnth (roUes) ----=:t2::-~ TRAFFIC ACCIDENT RATING: -rS? C. TRAFFIC VOLUME: -++7', Current Estimated ADT: 10 t.. TRAFFIC VOLUME RATING: "2.. -trqulv. Property D.:lmagc On I Accl dent ./MII e , .. ,_ . 0-3 It 6 7 9 10 - 12 13 - IS 16 18 18 21 21 zit zit - 27 28 - JO JO+ RAP Ratlnq 00 I z 3 It 5 6 7 6 9 \0 ACCIDENT AND 10RAFrIC RAnNG TABLE -++ Average Da" y Traffi c o(ACT) I - 50 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - \500 1500 - 2000 2000 - 2500 2500+ . N~RAP Rating Worksheet Exhibit -040 Pg. 2 of 2 ROADWAY STRUCTURAL CONDITION: ypes 0 Distress De rce of Distress PercentaCJc of Distress B. RUTTING SI 'ght Hoder.ate ~.. _ In ~ Severe r.ro.~ tex- 1" 9. CORRUGATIONS Slight t.. to Jos." Hoderatc ~.. to 111 Severe rr"'"t -z-- 10. RAVEr~ING Slight 5% to 10% 1 :1 J Iioderatc 10'! tu lr.'I. 2. J Severe nnr~ th:\ 4 .3- II. ALLI GATOR Slight Less 1/8" 4 CRACKING Hoder"te l/R" to 1/4" 5 Severe 1.(" 0[" 'JT"ea t 7 ~ '12. TRANSVERSE 5" gh t T.ess 1/1l" 1 2 J CRACKING Hoder"tc 1/a" to 1/4" Seve re J.." or qrCilt :s 13. LoNG!TUoINAL Slight Less 1/8" 0 1, 2 1 2 3 1 2 J CRACKI NG Iioder"tc l/S" to 1/4" 1 2 .1 3 Severe "". or qrcutcr 2 3 3 4 5 3 4 5 .-b- lit. PATCH I NG Slight 0 1 2 Hoder"tc 1 2 3 Severe J 4 ~ 15. flUSHING 5" gh t Hl coc\in9 1 2 J HodcrateOour5e ~g. J 4 -L -Severe Slick 4 5 ROAllWAY STRUCTURAL ~ONDltlON RATiNG TUIAL: .Efj E. PROJRCT IDENTIFICATION~ q)f! ITHG'Y / 'OINT j? j), srn:rE' LC& V 2.75'90 F. WORKSIlEET RECAP: A. GEOMETRIC RATING 'I'OTAL B. TRAFFIC ACCID~NT RATING C. TRAFFIC VllLUHI' RATING o. STRUCTUltAL RA'I'ING TOTAL 32: ?5 o "'2.- ~/4 TOTAL NWR RAP WORKSlIEET RATING ~6'/ . . llJ'''.o ~.~~~ j-a g Z I :2 c'" 0 ",II> <J 0 ",ac ~8 l- UD. e &3 .... CJ) ~ ~ ... 2rw ~ IE ~ 0 i 3~ Q:: ~ <.;" -ro-~ o~ I '" c::(~ z ;: 0.. U> ~ ~ ;c ... o:::~ ~ a: i .. -1 I&J 9 ~ ~ D. <t '" l!t ... (,) w > e CD 0 - f a... :It >- 0 u .- .. ~~ ~ ~ . . / .,' '" ... Q. l!! ~ ~ Z :t 0 0 .u 5! r 0 4;' <.) 0 a: W I- en z ... 6 '" ~ CD a.. ... -OJ-... . >- 0 ~ -' w '" < z '" 0 u of' '= 0 . <! 0 'I: l- I .... ~ '" 0 l:; '" a: '" ;Z. g~ ~ Q.Q. ~~ ...J ~~ <t !l <..) a.- u 8' >- 3i~ ~ r '" u .. _0: e~ itc (I\JP'''I PuAL . t)C=:1"€lUv{r~ED fl.:,y PSR-NER RAP Rating Worksheet WAC 136-130-030 & 050; Pg. 1 of 8 PR.OJEC--r PP.IO~J"ty AATI~GC; WILL BE "\\IE FcRlvtu\.A ~ R 2 r...,lo-z.5 10.0' ? = .5 L Y\c;, ~ lOG Rc.' J WH~1l.e Rp = Att D(l.rry RA"t~cq Rs II: .5e:"",CE. (U'5e.) RA,,~G; Rc = cONDITtON RA.TI14Gi -r~ Fc>Rt~\lJLA. ,s ILLOSTItATE.O r~ -rn.'S G;(lAP&-t ~ PG.19, QAt; Rt'~I"t'f AtOGRAN\HIr.1G ""ANU~L, tv1J.~ I'll%. ~ ~o -. =i"' .- ~v /' V V V V - I.. I I- - '~l5~ ./ V:: j V / W~y ./ Y V' V J J '''1/. I /' :...-: &"" ..0. ~ l.L lL /': % /,//~ Y V 1/ IA:~ ;;;.- · 0 V' V ,/ I ,/ ,/ -.~ 0 V ~ i::::= ., . - V I -- --- ~~ ~ t::: I- ~ - . ./ - - I.. '- ~ 40 . 30 . . S 20 .. . '" 10 o o 10 20 30 40 DO eo 70 eo 80 '00 I I I " I, ,. :i Ii Ii !' COltDnlON .AT'''' . :' !: " WIle.tU; - CPNO/7>PM ~v(i, "05 A7~ 1#'P,c.' S7.4ucru,e..u, ~1V"'7'/olV G;,Gt::>M6"n,,,c ~/"7IDAJ ~ A """AoKIMln." d,!C /00 PO. (Use) SS2.na.= ,€q:n.u4 ""s IV/A-De- H'" t:),p.. 7"M,eP/C ~LI.f_G 7.evc::.t: ~F,cA:: ~ ~/Tr r~/c I ~N'';A/'" M:s7"~Y' 1 AN" i: ~ N m.4X'MIU'" t::1P SO Pr.5 PI2/0Q.l-r'( n^,-r-/~IG r PSR-NER RAP Rating Wocksheet KJ-f. , "... f::l.E:ME-N TSJAC 136-130-030 & 050 Pg. 2 of 8 .t. COIJO 1'71 Ot...J QAiTI NC!, M4ll.IMLAM (00 PO'1Jl'S 4. STWC,Tl./1Z41- Cc.vOI"TIOAJ U-1AJC'tl1t.4", 50 Po"IT~) I) SL.U2F.qCe CoAJOI71011J ( M4",II1IAWI 30 Rl/.v7s) z) S....e:>CAe~4Ce Ccuo,..,.,alV (MA)(,MW.<-1 eo Rl/~) B. Ge-otl\eTa/c::. UJAJO.T'O(\J (MA"',"~", SO PoIAn'$) ') JIofi! l'eoVTt4I... /}uolJlYlewr (MA-KI"'" m IS F'OIIJTS.) Z.) Vea"'~'H. AuCh,MEur" (M4"'Ilf"111 IS l'b/AI'1S) ~) wlor", of -.-.eAvE-LWA\", (,...,4x/mum ZO Ib/~) 'IT. SeQV'C~ f2A-T/A.JC.? /Y14)///l1tot"., So Po,/JTS . 4. 'TlZA-F=-FIC! ~-roIl..s (MAx/mu,." YS PoI#TS) I) "".""'6' PAIL't' rAM''''~ C,."A.Il',"U'" IS A:l/AlTS) Z) TA!ueJc. Cou IJ'T DtJ- (""A./C '''"''WI '80 A:>lvrC) C4>""""olID'7V I<!I4UL i?s-r; B. A<:c.'~,JT ~""TOllS (MIIIJtlW/um *:S Al,.,.,.,,) 1if. 8C.,c..u. fb"JT:!> MA". rn.. ~ . ZO PDI""'~ . . . z WI DT If \5 P It> ~ &. 5 '" s 'I- ..3 2- FEeT OF WIl)TU e.&t.OUJ ~TA~OA~O . PSR-NER RAP Rating Worksheet WAC 136-130-030 & 050 Pg 5 of 8 I)07G: POIl.ITS t'l..y Iae 4WAt?Clfa<1::{ t::)I.JL'f' II=- -nfe-- PIloJEc"r CoR.2Ec~ ~ Ok I=-'c.'e~c.,.. IVCTrE:-D. 1klt2/,;!OOTAL "e~""'CAL IV/ D'TJoI ""t'"0Tl0\\.. c:, EOM 6"Te.. C '<m<\.L Sn" C:tucz.<<. 7CrrAL Co^,D~T"DIV,e.,'7"'.JG _ ( fG. 0) . . . IL :5ef<..v I c.G RA-lltV~ 15 PSR-NER RAP Rating Worksheet WAC 136-130-030 & 050 Pg 6 of 8 ADT '0 ~ &~ Q '00 ~ ~c.~.5 ZO ~ & 10 lSoo , /Cl:lO+ -b:.O &:'0 400 AVceAbE- DAILY -reA"'FIc. 0, 'Sot IS C:o "7S ~ 4-5 ===- -n2.uc..\C~ Peer.. DAV , [012-1/ ;r,c 7XZV~.e Ot::1u/llr.> ~A/pr..w~eMSl-& ~ UN6'ST"lmIJ1?Ir!JeS.J ~ pSI? ~.M:7..e.w' ,~ e:sr~A1A7'$ P.s~ D'" .l2PU'n' ~s ~"'TY , HA.vl- ,l2PiAIi' CoMMOOITI€-S to ~ &10 o 1J~"" Ave QAl:> & HI6I1U~ 1 VH'tI.ITfte S AccIDaJ~ . * 3 II) ~ ~ 2- . . o I z. oS o!:o.....'uALENT ACClDE:/JT~ pc/il.. MILE:- PSR-NER RAP Rating Worksheet WAC 136-130-030 & 050 Pg 7 of ~ s '" tJ<AmAe-a oFACL'O&ffS + .s X FA7_Ikt:'O...A<IT~ t.6'N67"1I t:1,c P/e<>Jrcr G"GlUluAl.G....,.. ACLIDENTS "" P e-<<.. m It. ~ AD-r ~"P- ~MMOO'"TlC~ I\<<.IOe-AIT s. .,.- orAL~" ~IU'" (""AIt SOP'"l's.) NWR RAP RATING WORKSHEET WAC 136-130-040 Pg. 1 of 2 A. ROAD GEOMETRICS: ~ .1. Pavement III dth (- ) Cood ( 1-3). ralr (~ -7). Poor (8-10) 82. Shoulder Illdth (--) Good (I -2) . fal r C3-") . Poor (5) ~U3. Road Bed III dth (--> Good (1-2), f"/r (3-") . Poor (5) "..lIorl%ontal Alignment Good (I -3), f,,1 r ("-7). Poor (a-Io) 5. Vertical AlIgnment Cood (J -)), fal r ("-7) . Poor (a-ioj "_ GEOHETRIC RATING TOTAL: AOT "00 -2000 > 2000 <20 <22 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6: Equivalent Property Damage Only Accidents, Three Ye~r Average Year Property Damage Only Injury Fatal . 19_ 19_ r9_ X 1 X 6 ---x25 Total . fo3 - +Length (miles) - TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: ++7. Current Estimated AnT: TRAFFIC VOJ.lJ}!I~ RATING: ~ Equlv. Property O"m"gc Onl Accidents/Hllc '""" 0-) Ij - 6 7 - 9 10 - 12 13 - IS 16 - la 18 - 2\ 21 2" 2" - 27 28 - )0 JO+ RAP Ratlnq o I 2 3 " 5 6 7 8 9 \0 ++ Averagc O"lly Trarfi c '(AoT) I - 50 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 12$0 1250 - 1500 1500 - 2000 2000 - 2 $00 2500+ ---.------- ACCIIlI(NT AND 1"RhFFIC RA'l'ING TABI.E N\.JR RAP Rating \.Jorkshcet WAC 136-130-040 Pg. 2 of 2 . D,. ROADWAY STRUCTURAL CONO III ON: vpes 0 Distress De ree of Distress Percentafle of Distress 1 15'/. 16-30'/. 3l'/. + B. RUTTING Slight " - Hodcrate ls." - 1" 1 Severe C';.ro., tar I" 2 3 4 9. RAVEL! NG Slight _.;ti to l:i." 1 '2-H 3 Moderate !:in to 1" 2 3 4 Severe n:~"lt- 4 5 10. CORRUGATI ONS SlIght 5'/. to 10'/. 1 ;1 3 Moderate 10'! t.o IS'!. 2. 3 Severe rrnrn tho, 1<; 4 11. ALL! GATOR SlIght Less 1/8" 1 2 4 CRACKING Moderate l/R" to 1/4" 2: 4 5 Severe II" or I)Y'c....t 4 5 7 12. TRANSVERSE Slight I..ess 1/f.l" :! 3 1 2 3 CRACKING Moderate l/f.l" to 1/4" 1 3 4" Severe J.;" or greater 2 4 . 13. LONGITUOI HAL Slight Less 1/8" 0 1 2 1 2 3 2 3 CRACKI NG Moderate l/B" to 1/4" 1 2 ,1 3 Severe l.t". or qreater 2 3 3 4 5 5 I". PATCHING Slight 0 1 ;1 Moderate 1 2 3 Severe 3 4 IS. FlUSHI NG Sligh t nlccrling 1 2 3 Moderate (burn<> lIt]g. 3 4 ..Sevcre Slick 4 5 ROADWAY STRUCTURAL CONDITION RAl' iNG 'XUTJu.: E. PROJECT tDENTIFICATION: F. WORKSIIEET RECAP: . I . . A. GEOMETIlIC IlATING TOTAL 8. TRAFFIC ACCIDENT RATING C. TRAFFIC VOJ.lJl'lE RATING D. STRUCTUllAl. IlATlNG TOTAl. TOTAl. NWII RAP WORKSlllmT IlA'l'ING A. PROJECl' lDE11l'IPlCATICl'l . CoWlty Foad Narre Project Sect~on: CoWlty' No. l10ad log No. I'I.P. Foad From To to H.P. Classification: Length lliles 07 11I\JOR Collector 08 IUNOR Collector ................................................................................... B. lICClD= llISTORY (10 Pts. 11ax.) Reported and Substantiated Unreported l\ccidents SER RAP Rating Worksheet WAC 136-13U-060; Pg. 1 of 3 Typo Pro .Dama e In Fowl Year 1 Year 2 Year 3 Subtotal Factor xl x2 x3 Total + + = Total Accident Rate ---r:ffr te .01 .02 .04 .06 .08 .10 .11 .12 .13 .14 .15+ 0 1 2 3 4 5 6 7 8 9 10 lICClDENT lIlSTORY POINTS . .................................................................................. C. TRIIl'FIC (10 ?ts. lax.) 1) Vo11.1l!n: 50% Use the larger of M:tr or Truck N:fr - "'0 Volurrc Pts. X 4 Subtotal 2) Usage: 50% Logging 10 Industry 10 lIgriculturc 10 I'J:!crcational 10 Subtotal . Traffic Total ---rr 'l'lw"nc mum; _. t II .. _..I, . . . D. Sl'RUeruML CONDITlrn (40 Pts. /1ax.) 1) Surface Type (8 Pts. ~lax.) lICP- PC LBST Gravel Earth Opts. 3 pts. 6 pts. 8 pts. 2) Surface Condition (8 Pts. Max.) Very Excell. Good Fair Poor poor Opts. 2 pts. 4 pts. 6 pts. 8 pts. 3) Drainage (12 Pts. flax. ) Very Good Mequate Fair Poor Poor Opts. 2 pts. 5 pts. 10 pts. 12 pts. 4) Base Section (12 pts. l'm<.) Deficiency of Design Depth D% SER RAP Rating Worksheet WAC 136-130-060; Pg. 2 of D% 0% 25% 35% 50% 67% 75% Pts. 0 4 6 8 9 10 87% 11 D% Del-De Del = Design depth De = Existing depth ~ 100% 12 STRUCIUAAL cnIDITION pon-ITS . . . SER RAP Rating Wl)rkshcct WAC 136-130-060; l'g" J of 3 E. GEX:I'lEI'RICS (40 Pts. Max.) 1) Paverrent llidth (10 Pts. ['lax.) Deviation Fran Minimum Design Standard Dcv. A' I' Pts." 0 2 2' 5 6' 10 3' 7 4 ' o 5' 9 2) Hoadbcd \'lidth (10 Pts. lUx. ) D3viation From I.linimum Design Standard /'om 400 Dev. 0' 2' 4' 5' 6' 8' 10 28' Pts. 0 2 5 7 8 9 10 400-2000 Dav. 0' 2' 4 ' 6' 8' 10' 12 34' Pts. 0 2 5 7 8 9 10 2000+/IDT Dav. 0' 3' 6' 9' 12' 15' 18' 40' Pts. 0 2 5 7 8 9 10 3) Alignment: Vertical (5 pts. Nax.) % of Project Length Exceeding Design Std. IIax. ~ pts. 0 1 2 3 4 5 4) Alignment: Horizontal (5 pts. llax.) Ra :E (Dc-Ds) 4r:- De Degree of Exist. CUrves Ds Degree of Design Std. CUrves L Length in Hiles 5) Average Existing Safe Speed (10 Fts. [lax.) Deviation Fran Design Std.. Speed in M.P.H. Dov. 2 4 6 B 10 J2 14 16 18 20+ 1 2 3 4 ~. h 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Ave. Exist Safe Speed is the t:i.rrc required to drive safely through the project converted to II.P.H. GIDlEI'RIC POINTS F. WORKSHEET RECAP: B. ACCIDENT HISTORY POINTS C. TRAFFIC POINTS ___ D. STRUCTURAL CONDITION P01NTS_____________ E. GEOMETRIC POINTS ___.___. TOTAl. SER RAP WORKSHEET RATING SWR RAP Rating Worksheet WAC 136-130-070; Pg. 1 of 3 . A. ROAD GEO~ETRICS: RATiNG *1- Pavement Width (M ) Good (1-3). Fair (4-7) , Poor (8-10) **2. Shoulder Width (=--) Good (1-2). Fair (3-4), Poor (5) ***3. Road Bed Wi 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: Cu____~,;;~:,~i::.iii'r"'~ili':~.:': f::O-"'}:-1~o~ ".J I <400 20+ 18-20 "18 4+ 2-4 <.2--'" 2"8:"'"24-28--;<2 400-2000 22+ 20-22 <20 . 6+ 4-6 < 4 34+ 30-34 '30 >2000 24+ 22-24 <22 8+ 6-8 <.6 40+ 36-40 <.36 ~_.._,-_.--------,----- ' --------.---- B. TRAFFIC ACCIDENTS: +6. Equivalent Property Damage Only Accidents. Three Year Average Year Property Damage Only Injury Fatal 19_ 19_ 19_ x ~ ~ Total "__ ;'3 ~ Length (mi les) " TRAFFIC ACCIDENT RATIN~ C. TRAFFIC VOLUME: ++7. Current Estimated AOT: \~UIV. Property Damage Onl Accidents/Mile TRAFFIC VOLUME RATING: '. 4 - 6 7 - 9 10 - 12 13 15 16 - 18 18 - 21 21 - 24 24 - 27 28 - 30 30+ 2 4 6 8 10 10 10 10 10 10 ++Average Daily Traffic ~ADT) 1 - 5 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500+ RAP Ratln SWR RA.P Rating WorkshcC.;!t WAC 136-130-070: PI>. 2 or 1 ~-l. RDA8:,AY STRUCTURAL CONDITION: ASPHALT SURFACES (see Pg. 3 for concrete) lYpes of Distress De ree of Distress Percenta e of Distress - D 3 + 8. RUTTING Slight 1/4"-1/2" 0 2 4 Moderate 1/2"-1" 2 4 5 Severe Greater 1" 4 5 , 9. RAVELING Slight 1/4" to 1/2" 2 3 Moderate 1/2" to 1" 3 4 Severe Greater 1" 3 4 '-5 10. CORRUGATIONS Slight 5% to 10% 1 3 5 Moderate 10% to 15% 3 5 6 Severe more'than 15% 5 6 8 11. ALLIGATOR Slight 1 2 CRACK ING Moderate 2 3 Severe 3 4 12. TRANSVERSE Slight Less 0 1 2 0 1 2 CRACKING Moderate 1/8" 2 3 2 3 Sever e 1/4" 2 4 2 3 4- . 13. LOrlGlTUDINAL Slight Less 1/8" 0 I 2 0 1 2 CRACK I NG Moderate 1/8" to 1/4" 2 2 3 Severe 1/4" or reater 3 2 3 4 2 3 4 14. PATCIHNG Slight 0 1 2 Moderate 2 3 Severe 2 3 4 15. FLUSHING Slight Bleeding 0 1 2 Moderate Course Agg. 2 3 Severe Slick 2 4 ROADWAY STRUCTURAL CONDITION RATING TOTAL *... * * **** * **** **. ****** ** **** *** * * *** **** *:A"-'"* ***** ***"fl' * * *. *.*.* *** *** *. * -4*** ****. PROJECT IDENTIFICATION: WORKSHEET RECAP: A. B. C. n. GEOMETRIC RATING TOTAL TRAFFIC ACCIDENT RATING TRAFFIC VOLUME RATING STRUCTURAL RA1'lNC TOTAL . TOTAL SWR RAP WORJ<SIIEET RATING . . / x .. ... l!l ~ ~ z ~ 0 0 :~ g I- 0 4' <.) 0 W a: I- c.n Z' .. 0 .. ~ ca 0.' -' -UoJ -.. . >- 0 3: oJ l.iJ J: 4: .. ... Z 0 01' I;: 0 . <( ~ ~ ... ~ I :ll ~ ~ 0: :z: ax u... :! a.Q. 0'" ..J ...0 Ul <( !I u 0- u s- >- ~:} I- :> 0: u .. .0: J,J *c . o/-1,e.y~ 1~~~~~~lDLl[R" PE. DIrector JOHN SPEllMAN Governor STATE OF WASHINGTON "JEFFERSOff COUNTY, COUNTY ROAD ADMINISTRATION BO. OE COMMISSlOtlEJtS 6~"'J() Mar/in Way, N.f. . Olympia, 'vVJshington 985CJ.1 . (206) 459-6425 . (SCAN) 585-6.US September 7, 1983 TO: Chairman of Boards of County Commissioners County Executiyes County Engine~r~nd Public Works Directors Chuck Klaricl~. FROM: RE: Emergency Rules to Implement Rural Arterial Program (RAP) Enclosed for your information is a packet o{ WAC Emergency Rules adopted at the last CRABoard meeting intended to get the RAP off the ground in January of 1984. House Bill 235 provides that the CRABoard adopt emergency rules, subject to approval by the Transportation Commission, in order to get the program off to a fast start. The following emergency rules are included: (1) Chapter 136-110 regarding Apportionment of RATA Funds to Regions. (2) Chapter 136-130 regarding Regional Prioritization of Projects. (3) Chapter 136-150 regarding Diversion Constraints. (4) Chapter 136-160 regarding Project Approval. (5) Cha p ter 136-170 regarding Allocacion of Funds to Projects. (6) Chapter 136-220 regarding Local Matching Requirements. The rules arc patterned after recommendations made by county engineers at a series of meetings last summer to give maximum flexi.bility at regional level. These rules are intended to apply to the distribution of approximately $11 million in Rural Arterial Trust Account (RATA) funds to become available this biennium. Permanent rules will be developed later to cover the continuing program .. These rules are not necessarily final. We would like Co calk with you about them at any of the three District meetings or two CRAB meetings coming up between now nnd the November pre-legJ.slativc meeting. We want everyone to understand wlmt the rules of this program nre going to be. Commissioners and county executives nre adviRed to discuss these rules with their engineers and/or public works directors so that each will understnnd how their rcospcctive counties are affected. If there arc any questions please bring theln up at one of the DIstrict meeting discussions, or call me, or call. the CRAB offIce. CK:sa .. .. H.... .-- .--- Exhibit -040 Pg.. 1 of Z A. ROAD GEOMr::TRICS: ~ .,. Pavement WIdth (- ) Good (1-)) , ralr (~-7) . Poor (8-10) _ ..2. Shoulder Width (--) Good (1-2) . faIr ()-~l. Poor (5) H.). Road Bed III dth (--' Good (1-2) . f"lr ()-~l. Poor (5) ~'. Horlzontal Alignment Good (1-)) . fOIl r (~-7), Poor (8-10) 5. VertIcal AlIgnment Good (1-3) . faIr (~-7) . Poor (8-ioj ,_ Cr.OMETRIC RATING TOTAL: ~OO -2000 > 2000 <20 "'22 GEOMETRICS RATING TABLE B.. TRAFFIC ACCIDENTS: +6: Equivalent Property Damage Only Accidents, Three Ye~r Ayerage ~ Property Damage Only In1ury Fatal 19_ 19_ 1:9_ X 1 X 6 --y:zs- Total ... fo3 - fLangeh (miles) TRAFFIC ACCIDENT RATING: C.. TRAFFIC VOLUME: ++7. Current Estimated ADT: TRAFFIC VOLUME RATING: ..rqulv. Property D"mage Onl Accidents/Mile.. 0-3 ~ - 6 7 - 9 10 - 12 \ 3 - 15 16 - 18 18 - 2\ 2\ - 7~ 2~ - 27 28 - )0 )0+ RAP Ratlnq o \ 2 ) ~ 5 6 7 8 9 10 ACCIDENT AND TMFFlC RATING TABLE T+ Average Dally Traffi c '(ADT) 1 - 50 50 - 100 100 - 250 Z50 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - \ 500 1500 - 2000 2000 - 2500 2500+ . . RAP Rating \,orksheet Exhibit -040 Pg. 2 of 2 D,. ROADWAY STRUCTURAL CONDITION: ypes 0 of Distress De fee Dlstrcss Percentaoc of Distress 1 15% 16-30% 31% + B. RUTTING Slight Hoderate J.s." - I" 1 ---2-- Severe ("..rOll ter I" 2 3 4 9. RAVElI NG S "gh t }..,tI to Js." 1 "2-"- J I1oder.:>te l;" to I" 2 3 4 Severe n....,t- 4 5 10. CORRUGATI ONS SI 'ght 5% to 10% 1 2 J Moderate 10'1 tD 15% 2. 3 5 eve re nnrc tho, ]5 4 II. All! GATOR Slight Less 1/8" 1 2 4 CRACKING Modcrate l/R" to 1/4" 2: 4 5 Severe ~" or <Jr&'lt 4 5 7 , 12. TRANSVERSE Slight Tess 1/8" :? 3 1 2 3 CRACK I NG Moderate 1/8" to 1/4" 1 3 4" Severe '.." or qrc.ater 2 4 I). lONG ITUO I NAL Slight Less I/O" 0 1 2 1 2 3 1 2 3 CRACKI NG Hoderate 1/8" to 1/4" 1 2 ,1 3 Severe ~I'. or qrcater 2 3 3 4 5 3 4 5 lit. PATCH I NG Slight 0 1 2 Moderate 1 2 J Severe 3 4 15. flUSHING Sligh t nlccdinCJ 2 ) Moderate O:,ur<",c 1Itjg. 3 4 '.Scvere Slick 4 5 ROADWAY STRUCTURAL CONDIT'ION RATiNG 'ruTA!.: E. PROJECT IDENTIFICATION: F. WORKSIIEET RECAP: A. GEOMETRIC RATING TOTAL R. TRAFFIC ACCIDENT IlATlNG C. TRAFFIC VOl.Ufm RA'I'[NG D. STRUCTUIlAI. IlATING TOTAl. TOTAl. NWR RAP WORKSIIEET RATING . 5 A::cIDaJ~ 'I- 3 II) ~ 8 2. . PSR-NER RAP Rating Worksheet Exhibit -050; Pg. 7 of 8 o I z. .5 'I ~ .Go o!:o.....IVA.LENT ACClDE:AIU PC/il.. MILE:- G"QUIVAl.GA/r /'rCLIDI;Vr.S "" P e1t. mll"~ II/tAmA".Q of ACC'~ + .s X FAT_ AGc'O",A<IT-\ t.6'NIbTII t:11C Pieq"I'.,r AD-r ~"P- ~MMOO'T\E!. 1\<<.\ Oe-WT s. I 0'Cll0l..~" ~IU'" (""AIt SOP'"l'S) . ~ER RAP Rating Worksheet ~"hibit -060; Pag,; l' of 2 R. l\. P. SOlJ1'llEllST REGION Pro:rn::T PRlORl'l'Y RATING SYSTE11 ................................................................................. PROJEX:.'T lDENTlFICATICll COunty Foad Narre Project SectJ.on: From 'Ib H.P. to H.P. Foad ClassJ.fJ.cation: County No. l10ad Log No. _ Length Hiles 07 ~lI\JOR Collector 08 ~IINOR Collector .................................................................................. JlCClDENT HISTORY (10 pts. ~Iax.) Reported and Substantiated Unreported Accidents Type Pro .Dana e In Fatal Year 1 Year 2 Year 3 Subtotal Factor xl x2 ><3 'Ibtal + + 'Ibtal Accident Rate l\fYr to .01 .02 .04 .06 .08 .10 .11 .12 .13 .14 .15+ 0 1 2 3 4 5 6 7 8 9 10 ACCIDENT IIlSTORY POINI'S ................................................................................. ~ (10 Pts. flax.) 1) Volurrc: 50% Use the larger of l\DT or Truck l\DT Voll.1lOC! Pts. X 4 , 2) Usage: 50% Logging 10 Industry 10 lIgriculturo 10 P<x:rcat1onal 10 Subtotal Subtotal Traffic Towl Il TRIIFFIC POlNI'S ................................................................................. P""e 1 of 2 . R. 1\. P. SOUTIIEl\ST REGION P~ PRIORITY RATING SYSTErI ~Exhibit -060;-Page 2 of-2 ................................................................................... STRIlCI'llRAL CONDITlrn (40 Pts. Max.) 1) Surface Type (8 Pts. Nax.) 1\CP-PC LBST Gravel Opts. 3 pts. 6 pts. Earth 8 pts. 2) Surface Condition (8 Fts. Max.) E><cell. Opts. Good 2 pts. Fair 4 pts. Very Poor Poor 6 pts. .8 pts. 3) Drainage (12 pts. ~1ax. ) GoOd Very lIdequate Fair Poor Poor Opts. 2 pts. 5 pts. 10 pts. 12 pts. 4) Base section (12 Pts. 1'IaX.) Deficiency of Design Depth D% D% Dd-De Dd = Design depth De = E><isting depth --o:r- D% 0% 25% 35% 50% 67% 75% Pts. 0 4 6 8 9 10 87% 11 100% 12 S'l'RUCIURAL CONDITION POINTS .................................................................................... ~lETRlCS- (40 Pts. Max.) 1) Paverrent Hidth (10 Pts. 1"ax.) Deviation Fran Minimum Design Standard Dcv. 0' 1 Pts~- 0 2 2 5 3' 7 4 8 5' 9 6' 10 2) Ib!ldlxld l'Iidth (10 Pts. llax.) Deviation Fran f.linimum Design Standard NYr 400 Dev. 0 2 ' 4' 5' 6' 8' 10 28' Pts. 0 2 5 7 8 9 10 400-200 Dev. 0 2' 4 6 8 10 12 34' Pts. 0 5 7 8 9 10 2000+1IDT Dev. 0 3 6 9 12 15' 18 40' Pts. 0 2 5 7 8 9 10 3) Alignrrent: Vertical (5 pts. ~Iax.) % of Project Length Exceeding Design Std. I-lax. ~ ~ 4) Alignrrent: Horizontal (5 pts. 11ax.) l1a .. ~ (Dc-Os) --;u:- Dc .. Degree of Exist. Cu%Ves Ds .. Degree of Design Std. Cu%Ves L .. Length in ~liles 51 1\ver"ge E><i"ting S.~fe Speed (10 I'ts. !lax. I Deviation Fran Design Std. Speed in H.P.H. Dev. I'ts. Dov. I'ts. + 4 5 ~ 5 lIVe. E><ist Snfe SpL">OO ; Eo the tir.o required to drive safely through the project converted to /l.P.H. GEDlETRlC POINl'S 'l"Ol'AL pPO.JIX:T pROJJrI'S . . .,. . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . r~~~ . 2'';f' 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ~D' . SWR. Rating Worksheet Exhibit -070 Page 1 of 2 ROAD GEOMETRICS: RATiNG *1- Pavement Width (= ) Good ( 1-3), Fair (4-7), Poor (8-10) **2. Shoulder Width (= ) Good (1-2) , Fair (3-4), Poor (5) ***3. Road Bed Width (-=---) Good (1-2), Fair (3-4) , Poor (5) 4. Horizontal Alignment Good (1-3) . Fair (4-7) , Poor (B-l0) 5. Vertical Alignment Good (1-3) . Fair (4-7) , Poor (8-10) GEOMETRIC RATING TOTAL: to 1*~IIlf1lL!iLd.tb...Lftl..~.s-'JO u 1 d !tl:.J:!.L<1tlLW_~ ***RoAd.!?-,~_d...Jilil.1h_ ft --1\DL__,___[GQQ.L.__f.a i r n._pQor___ n _ _ GOQd_-E\l iI.,_.E92.c.__., (10090 Fa i r Poor I <400 20+ 18-20 -<18 4+ 2-4 < 2 2B+ 2 - < 400-2000 22+ 20-22 <20 . 6+ 4-6 .. 4 34+ 30-34 ..30 >2000 24+ 22-24 <22 8+ 6-B <.6 40+ 36-40 ..36 _ __ __MO. ___.________._______._____ ________ .__ TRAFFIC ACCIDENTS: +6. Equivalent Property Damage Only Accidents, Three Year Average Year Property Damage Only Injury Fatal 19_ 19_ 19_ X 1 x-r- xg- Tota 1 = ;'3 ~ Length (miles) = TRAFFIC ACCIDENT RATIN~ TRAFFIC VOLUME: ++7. Current Estimated ADT: \ +Equ iv. Property Damage Onl Accidents/Mile TRAFFIC VOLUME RATING: RAP Rat in 4 - 6 7 g 10 - 12 13 15 16 - 18 18 - 21 21 - 24 24 - 27 28 - 30 30+ 2 4 6 8 10 10 10 10 10 10 ++Average Daily Traffic ~ADT) 1 - 5 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500+ . ~WR RAP Rating Worksheet Exhibit -070 Page 2 of 2 ROAO\,AY STRUCTURAL CONDITION: IYpes of Di stress De ree of Distress Percenta e of Distress 6- 0 3 + 8. RUTIING Slight 1/4"-1/2" 0 4 Moderate 1/2"-1" 2 4 5 Severe Greater 1" 4 5 4 9. RAVELING Slight 1/4" to 1/2" 2 3 Moderate 1/2" to 1" 3 4 Severe Greater 1" 3 4 5 10. CORRUGATIONS Sl ight 5% to 10% 1 3 5 Moderate 10% to 15% 3 5 6 Severe more 'than 15% 5 6 5 11. ALLIGATOR Sl ight Less 1/8" 0 1 2 CRACKING Moderate 1/8" to 1/4" 1 2 3 Severe 1/4" or reater 2 3 7 12. TRANSVERSE Sl ight Less 0 2 0 1 2 CRACK ING Moderate 1/8" 3 2 Severe 1/4" 2 3 3 13. LOrlGITUDINAL Slight Less 1/8" 0 1 2 0 1 2 CRACKING Moderate 1/8" to 1/4" 2 3 2 3 Severe 1/4" or reater 3 2 3 5! 2 14. PATCHING Slight 0 1 2 Moderate 2 Severe 2 3 4 15. FLUSHING Slight Bleeding 0 1 2 Moderate Course Agg. 2 3 Severe Slick 2 3 5 ROADWAY STRUCTURAL CONDITION RATING TOTAL ******************************************************************************** !ROJECT IDENTIFICATION: WORKSHEET RECAP: A, GEOMETRIC RATING TOTAL n. TRAFFTC ACCTOEN1' RATTNG C. TRAPFIC VOLUMI' HATING ll, STRUCTUllAL RATING TOTAL TOTAL SWR RAP WORKSHEET RATING . . IOHN SPEllMAN Governor ERNFST GEISSLER, P.E. Dire(lor STATE OF WASHINGTON COUNTY ROAD ADMINISTRATION BOARD 67JO Martin Way, Nf. . Olympia. Washington 9850-1 . (206) 459-6425 . (SCAN) 585-6.115 September 7, 1983 TO: Chairman of Boards of County Commissioners County Executives County Engine~r~nd Public Works Directors Chuck Klaricl(ft1). FROM: RE; Emergency Rules to Implement Rural Arterial program (RAP) Enclosed for your information is a packet of WAC Emergency Rules adopted at the last CRABoard meeting intended to get the RAP off the ground in January of 1984. House Bill 235 provides that the CRABoa.d adopt emergency rules, subject to approval by the Transportation Commi$sion, in order to get the program off to a fast start. The followIng emergency rules are included: (1) Chapter 136-110 regarding Apportionment of RATA Funds to Regions. (2) Chapter 136-130 regarding Regional Prioritization of proj ec ts. (3) Chapter 136-150 regarding Diversion Constraints. (4) Chapter 136-160 regarding Project Approval. (5) Chapter 136-170 regarding Allocation of Funds to proj ec ts. (6) Chapter 136-220 regarding Local Matching Requirements. The rules arc patterned after recommendations made by county engineers at a serios of meetings last summer to give maximum flexibility at regional level. These rules are intended to apply to the distrihution of approximately $11 million in Rural Arterial Trust Account (RATA) funds to become available this biennium. Permanent rules will bo developed later to cover the continuing program. These rules are not necessarily final. WO would like to talk with you about them at any of the three District meetings or two CRAB meetings coming up between now Ilnd the November prc-legJ.Rlative meeting. We want everyone to understand what the rules of this program arc going to be. Commissioners and county executives llre ndviRcd to discuss these rules with their engineers and/or public works directors so that each will understand how their respective counties are .'1ffected. If there arc Ilny questions please bring them up at one of the District meeting discussions, or call me, or call tl1" CRAB office. CK:sa RECE~VED SEP/g... 1983 . . ...... ._- .-.-. Exhibit -040 Pg. 1 of 2 A. ROAD GEOMETRICS: ~ .1. Pavement III dth (- ) Good (1-3) . ralr (1,-7) . Poor (0-10) ..2. Shoulder Illdth (--) Good (\ -2) . fal r (3-~) . Poor (5) ...3. Road Bed III dth (--) Good (1-2). fair (3-1,) . Poor (5) ".. Horlzonta\ Alignment ,Good (1-3) . fa Ir ("-7) . Poor (6-10) 5. VertIcal AlIgnment Good (1-3). fal r (4-7) . Poor (6-io) ,_ Gf.OHETRIC RATING TOTAL: ADT Good 20+ ~OO -2000 22+ > 2000 24+ <20 <22 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6: Equivalent Property Damage Only Accidents, Three "ie!lr Average ~ Property Dama~e Only Injury ~ 19_ 19_ I9_ X 1 X 6 ----x2S Total . _~3 - +Lenr,th (miles) ~ TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: +H. Current Estimated AnT: TRAFl'lC VOl.liNE RATING: tEqulv. Property Damage Onl Accidents/HI Ie 0 ,.__ 0-3 4 - Ii 7 - 9 10 - 12 13 - 15 16 - 16 16 - 2\ 21 - 7~ 2~ - 27 28 - )0 )0+ RAP Ratln,! o \ 2 3 ~ 5 (; 7 8 9 10 ACCmENT AND 1'RAt'l'lC RATING TABLE ++ Average Dally Traffi c o(ADT) I - 50 50 . - ' 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1750 - 1500 1500 - 2000 2000 - 2500 2500+ . . NIIR RAP Rating \Iorksheet Exhibit -040 Pg. 2 of 2 ~. ROAO~AY STRUCTURAL CONDITION: ypes 0 Distress De rce of Dlslress Percenta'lc of Distress 1 15% 16-30% 31% + 8. RUTTING Slight Hoderate 's,u _ 1" 1 Seve re rue.1 ter I" 2 3 4 9. RAVELI NG Slight )._n to S:i," 1 ' :2---. 3 Haderol tc >>:iff to I" 2 3 4 Severe r<<."'\it 4 5 10. CORRUGATIONS SlIght 5% to 10% 1 2 3 Hoderate 10'! to l!i% 2, 3 Severe rrnr~ th"\ 15 4 II. ALLIGATOR Slight Lessl/S" 1 2 4 CRACKING Hoderate 1/8" to 1/4" 2: 4 5 Severe \(" or CJrcat 4 5 7 12. TRANSVERSE SlIght Tess 1/8" 1 3 1 2 3 CRACK I NG Hoderate 1/8" to 1/4" 1 3 4 ' 5 eve rc J.." or qrc..'1ter 2 4 13. LONGITUOINAL Slight Less 1/8" 0 1 2 1 2 3 1 2 3 CRACKI NG Hoderate l/S" to 1/4" 1 2 ,1 3 Severe ~". or qroatc.r 2 3 3 4 5 3 5 I~. PATCHING Slight 0 1 2 Hode ra te 1 2 3 Seve rc 3 4 IS. HUSHI/IG Slight fi1ccrling 1 2 3 HoderaleCburZC lIrjg. 3 4 '.Severe Slick 4 5 ROADWAY STRUCTURAL CONDITION RATiNG TUIAL: E. PROJECT IDENTIFICATION: F. WORKSHEET IlECAP: A. GEOMETRIC RATING TOTAL 8. TRAFFIC ACCIDENT RATING C. TRAFFIC VOI.Ufm RATING D. STRUCTllllAl. IlA'l'lNG TOTAl. TOTAl. NWR RAP WORKSHEET RATING . ~ER RAP Rating Worksheet "ID\!xhibit -060; Page. l' of 2 R. A. P. SotlTllEllST REGION pro:m::r PRIORI'l'Y RATING SYSTI:H ................................................................................. pro:m::r IDE!lTIFICATICl'I County Road Narre Project Sect1on: From To B..P. to H..P. Road Class1hcation: County No.. Road r:c;gNO:" I.engt!l 07 Ill\JOR Collector 08 IlINOR Collector Hiles .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ~ .. .. .. .. .. .. .. .. .. .. ACCIDENT HISTORY (10 Pts.. llax.) Reported and Substantiated Unreported J\ccidents Type Pro . Dama e In Fatal Year 1 Year 2 Year 3 subtotal Factor xl x2 x3 Total + + = Total l\ccident Rate ---pJff" te .01 .02 .04 .06 .08 ..10 .11 .12 .13 .14 .15+ s. 0 1 2 3 4 5 6 7 8 9 10 ACCIDENT HISTORY POINl'S ................................................................................... ~ (10 Pts.. !lax..) 1) Volurrc: 50% Use the larger of ACT or Truck ACT Voll.ll1U Pts. X 4 Subtotal 2) Usage: 50% lDgging 10 Industry 10 Agriculture 10 Recreational 10 Subtotal Traffic Total II 'l'RAFl'IC POUlTS . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . P~9~ . i . ';f' 2' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . R. II. P. Scx.m lEl\ST REG ION pRQTI:X:T PRIORITY FATING SYS'IDl ~Xhibit -060;-page 20f"2 ...........'....................................................................... STRVcnJFAL CONDITIal (40 Pts. Max.) 1) Surface Type (8 Pts. Nax.) ACP-PC LBST Gravel Earth Opts. 3 pts. 6 pts. 8 pts. 2) Surface Condition (8 Pts. Max.) Very Excell. Good Fair Poor poor Opts. 2 pts. 4 pts. 6 pts. 8 pts. 3) Drainage (12 Pts. flax.) GoOd Very Adequate Fair Poor Poor Opts. 2 pts. 5 pts. 10 pts. 12 pts. 4) Base Section (12 Pts. VdX.) Deficiency of Design Depth D% D% Del-De Del = Design depth De = Existing depth -00- 25% 35% 50% 4 6 8 67% 9 75% 10 STRUCIURAL CONDITION POINTS ..................................................................................... GWlETRICS (40 Pts. Max.) 1) Paverrent width (10 Pts. ("ax.) Deviation Fran Minimum Design Standard Dcv. 0' 1 Pts'- 0 2 2' 5 3' 7 4' 8 5' 9 6' 10 2) J10adbed \'lidth (10 Pts. 11nx.) Deviation Fran Uinimum Design Standard N"Jr 400 !lev. 0 2' 4 ' 5' 6' 8' 10 28' Pts. 0 2 5 7 8 9 10 400- 00 Dev. 0 2 4' 6 8' 1 12 34' Pts. 2 5 7 8 9 10 2000+N"Jr Dev. 0 3 6 9 12' 15' 8 40' Pts. 0 5 7 8 9 10 3) Alignrrent. Vertical (5 Pts. ~1nx.) % of Project length Exceeding Design Std. 11nx. ~ 4) Alignrrent: Horizontal (5 Pts. Bax.) I1a = ~ (De-Os) --;rr;- De = Degree of Exist. curves Os = Degree of Design Std. curves L = Length in Hiles 5) IIvnrag" Existing s.,fe Speed (10 Pts. nuc.) Deviat.ion ~'ran D.>sign Std. Speed in ~\.I'.Il. + 5 3 5 (, o live. Exist Sofe Speed is tha ti= required to drive safely through the project converted to II.P.Il. GEXlll:.'l'RIC 1'OINl'S 'l"C1I'lIL ppanx:l" PronrI'S ................................................................................. rage 2 of 2 ~IlJ . SWR tit Rating Worksheet Exhibit -070 Page 1 of 2 ROAD GEOMETRICS: RATiNG *1- Pavement Width (= ) Good (1-3) , Fair (4-7), Poor (8-10) **2. Shoulder Width (= ) Good (1-2) , Fair (3-4), Poor (5) ***3. Road 8ed Width (=---) 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: 1[--- I*~w Wi dth ( ftll-:;~-'l~gU:LL<tih....Lft..J ***Ro_a.J1JJ_e.9-lii9J:J:!-l.ll....L --AD1._,. ____[GQQ.(L.:_ f.a i r..,..PQo.r_~::1GoI?~L_f.?Jr.._-EPE.c.__. ~o.oP_ Fa i r Poor I <400 20+ 18-20 -<18 4+ 2-4 "2 28+ 2 - < 400-2000 22+ 20-22 <20 6+ 4-6 < 4 34+ 30-34 <30 )2000 24+ 22-24 <22 ' 8+ 6-8 <6 40+ 36-40 <.36 --.--.---.-.------------...--.----------------------...,.--- TRAFFIC ACCIDENTS: +6. Equivalent Property Damage Only Accidents, Three Year Average Year Property Damage Only Inj ury Fatal 19_ 19_ 19_ X I ---xo- ~ Tota 1 = ;'3 = ~ Length (miles) = TRAFFIC ACCIDENT RATIN~ TRAFFIC VOLUME: ++7. Current Estimated ADT: \ +Equlv. Property Damage Onl Accidents/Mile TRAFF IC VOLUME RATING: 4 - 6 7 - 9 10 - 12 13 15 16 - 18 18 - 21 21 - 24 24 - 27 28 - 30 30+ 2 4 6 8 10 10 10 10 10 10 ++Average Daily Traffic ~ADT) I - 5 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1 250 1250 - 1500 1500 - 2000 2000 - 2500 2500+ RAP Ratln . ~WR RAP Rating Worksheet Exhibit -070 Page 2 of 2 RDA(1!,AY STRUCTURAL CONOITION: TYpes of Distress De ree of Distress Percent a e of Distress - 0 3 + 8. RUTT ING Slight 1/4"-1/2" 0 2 4 Moderate 1/2"-1" 2 4 5 Severe Greater 1" 4 5 4 9. RAVELI NG Slight 1/4" to 1/2" 2 3 Moderate 1/2" to 1" 3 4 Severe Greater 1" 3 4 5 10. CORRUGATI ONS Slight 5% to 10% 1 3 5 Moderate 10% to 15% 3 5 6 Severe moreOthan 15% 5 6 .5 11. ALLIGATOR Slight Less 0 1 2 CRACK ING Moderate 1/8" 2 3 Severe 1/4" 3 7 12. TRANSVERSE Slight Less 2 0 1 2 CRACKING Moderate 3 2 3 Severe 3 3 13. LDtIGITUDINAL Slight Less 1/8" I 2 0 1 2 CRACKING Moderate 1/8" to 1/4" 2 3 2 Severe '1/4" or reater 3 !J! 2 3 14. PATCIHNG Slight 0 1 2 Moderate 2 Severe 2 4 15. FLUSHING Slight Bleeding 0 1 2 Moderate Course Agg. 2 3 Severe Sl ick 2 3 .'S ROADWAY STRUCTURAL CONDITION RATING TOTAL ******************************************************************************** !ROJE<:T IDENTIFICATION: WORKSHEET RF.CAP: A. GEOHETRIC RATING TOTAl. --- II. TRAFFIC ACCIDENT RATING --_._-_._.~ 1:. TRAFFIC VOLUME RATING .------ D. STRUCTURAL RATING TOTAL ----- TOTAL SWR RAP WORKSHEET RATING . . 5T ANDARD5 OF GOOD PRACTICE WAC 136 CHAPTER FOR RAP EMERGENCY RULE REGARDING DIVERSION CONSTRAINTS COUNTY ROAD DEPARTMENTS COUNTY ROAD ADMINISTRATION BOARD DATE ADOPTED 'July 14, 1983 PG. 2 OF 2 WAC 136-150-040 TIMING OF IHVEH'l'ED IWAD LEVY. The Boord shall not authorize the expenditure of RATA funds on .:my project in any county which has spent diverted. road levy for other than the purposes stated in -030 within the previous twelve months. Any county which spends diverted road levy for other than the purposes stated in -030 between the time of RATA funding authorization for any project and the last receipt of RATA funds for any project shall be considered in violation of the law and this regulation and shall (1) be denied all future RATA participation in the project, and (2) be required to pay back all past RATA funds received for the project. WAC 136-150-050 CERTIFICATION AND FORFEIT/PAYBACK PROVISIONS. The contract. between CRAB and a county relative to a RAP project shall detail the method of re-' payrrlcnt should a county be found in v:Jol.'Jt:Jon of -030. A county in such situation shall not be eligible for another RAP project t'luthorizntion until its repayment ' obligations have been met. The contr<1ct shall also contain 11 certifjcntion by the county of compliance with this WAC chapter. WAC 136-150-090 FINAL AUDIT. Every RAP project shall be subject to final examination and audit by the State Auditor. Whenever it is determined by such, an audit that a county has been in violation of any provision of tIlls chapter during the life of a RAP project, it shall be subject to the repayment provisions in -050. 0 (1) t:. (2) )i' I (3) WAC 136-150-100 1983 BUDGET IlEV1SIONS PEI\MITTED. Counties which diverted road levy in their 1983 budgets and budgeted Or spent such levy for other than the purposes stated in -030 may, by official action of the legislative authority, make the following budget revisions for purposes of achieving RAP eligibility ns of January I, 1983: Release for road expumlitllrc ..'my Cuntlsin tll(~ road hudget rcscl:vcu 'Bj but not yet spent for diversion to the current expense fund; and/or. ..': Revise the current expense budget to elirulMte any diversion for , ....:...^ atllcr thnn tllO purposes Htlltud ill -030; nlld/or ; Pay back to the road fund any divurted rond levy spent for other than the purposes stnted in -030. This section shall apply only to the 1983 budget year and "shall expire on January 1, 1984., / --',.:-' ,. . . RURAL ARTERIAL PROJECTS (RAP) Priority Rating Work Sheet County: Roa d Name: Proposed Project Termini: Route No. and Termini M..P. '5: Length (MI I es) : Rating Summary Geometric Rating: Traffl c Acci dent Rating: Traffic Volume Rating: Roadway Structura J Condition Rat Ing: RAP RATING: ~'. ROAO GEOMETR I CS: . . .MI.!!:!!l *1. Pavemen t loll dth (g Good (1-3) , Fair (~-7) , Poor (8-10) **2. Shaul der WI dth (g-) Good (1-2) , Fair (3-4) , Poor (5) ***3. Road Bed loll dth (=-) Good (1-2) , Fair {3-4) , Poor (5) ~. Horl zon ta 1 A 11 gnmen t t '70 ..f: Good (1-3) . Fal r (~-7) , Poor (8-10) 5. de.fi(;lell~1 Good (1-3) . (~-7) . (8-10) Vertical Alignment all 0$\"1&;"1 Fair Poor 2"",1..,. GF.OMETR I C RAT! NG TOTAL: ADT o 400 -2000 > 2000 Good 20+ 22+ 24+ <20 <22 TRAFFIC ACCIOENTS: +6. Equivalent Property Damage Only Accidents, Three Year Average ~ Property Damaqe Only ~ ~ 19_ 19_ 19_ X I x 6 x 25 Total- +3. -:-Length (miles) . TRAFFIC ACCIOEtlT RATING: TRAFFIC VOLUME: ++7. Current Estimated ADT: TRAFFIC VOLUME RATING: +Equlv. Property Damage Onl Accidents/Mile o - 3 4 - 6 7 - 9 10 - 12 13 - 15 16 - III 18 - 21 21 - 24 24 - 27 28 - 30 30+ RAP Ratln ++ Average Dally Traffl c (ADT) 1 - 50 50 - \00 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1 250 - 1 500 1500 - 2000 2000 - 2500 2500+ ~- . . ROADWAY STRUCTURAL CONDITION: Types 0 OJstress Deqree of Distress Percentaqe of Distress 1 - 15% 16-30% 31% + B. RUTTING Slight III - ~II Moderate J..ill - 111 1 Severe Cireater 1" 2 3 4 9. RAVELI NG Slight -- J...,i to.~1f 1 ---2 3 I10derate !:in to III 2 3 4 Severe re.-:J.t 4 5 10. CORRUGAT IONS SI ight 5% to 10% 1 2 3 Moderate 10% to 15% 2 3 Severe nnre tJ 15~ 4 11. ALLI GATOR Slight Less 1/8" 1 2 4 CRACKING Moderate l/B" to 1/4" 2 4 5 Seve re ~Il or qrea 4 5 7 12. TRANSVERSE Slight Tess 1/8" 0 1 2 :1 3 1 2 3 CRACKING Moderate l/B" to 1/4" 1 2 3 2 3 Severe ).." or qreater 2 3 4 3 1). LONGITUDINAL S\ Ight Less 1/8" 0 1 2 1 2 3 1 2 3 CRACKING Moderate 1/8" to 1/4" 1 2 ., 3 Severe !...fI or qreater 2 3 3 4 5 3 4 5 14. PATCHING S \ Ight 0 1 2 Moderate 1 2 3 Seve re 3 4 15. FLUSHING Slight Bleeding 1 2 3 ModerateCourse N]g. 3 4 'Severe Slick 5 ROADWAY STRUCTURAL CONDITION RAT! NG TOTAL: ************************************************************************************** CDMIIENTS: . Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEl'I!O, WASHINGTON 96366 lEL.120613B5-3505 JEFFERSON COUNTY COURTHOUSE NATIONAL tllSTOtHC SITE POnt TOWN5EUO, WI\SIltNGTON '" ' Milton L.SanslroOl, DIRECTOR r1EI~0 TO: Board of County Commissioners FRDr1 : Gary Rowe (f2/ DATE: I.larch 4, 1983 SUBJECT: Rural Arterial Progl"am The 'following is a list of figures regarding the proposed Rural Arter;'al Program to be funded by an increase in the state Gas Tax by J,1: per gallon: Tile est'imated revenue is $ 10 million of \vhich the north~lest region ~lOuld receive approximately $ 1,166,000. The funds aloe to be distributed according to a priority lwting simi 1 ar to the Urban Arteri a 1 Program" Jefferson County has approximately 138 miles of rural arterial roads" Upon reviewing these roads, I have compiled the fol1(lWing 'list of projects ~Ihich we should apply for funding: Flagler Road Paving ~~. 150,000 450,000 700,000 850,000 Co. Rd~ 18 ~~.~~ .r:X.llj3.EU~~. I ronda 1 e-Iladl oc k Rd" I ronda 1 e Fi 11 Repa i r 12 18 216 10 20 !leDver Vall ey-Chilll" P,Win9 Chim.-Center Overlay Paving UPP(!I' 1I0h Rd. ,!idening (3 miles) 600,000 O,l\( Bay Rd. Yi\rl" Hill Slide 25,000 East Quil. Rd. W'dcning 450,000 3,225,000 r'lC!;I~ are projects th,lt hjiVI~ b(~en In'ogrL\t'lmerl '_1Ut hf.lv~ not bee~ comf"Jlc:cd bGcl\l)Se of Funding Shortfa115. Ohviously tile ;nc'~c(l~)e .'1 Gns T~\:-: '..r111 not fund (1:1 of .f:h0se proj0ctr, 1\11<1 wi J 1 be COl!lp(~tin9 wi th other' counti0~. for' ,J sh!1r'0. ! vlO:.:1d hop~ \\'e cou; d ~:~(2t fUlldipo for thr !t'ond.=t1(l F'ill "I~pi1h' ;,t lpi'~":. ~.,l(' have D~,1'1~ .111d ~l'r:H:~ i):r(~(ldy done on f 11191er HO(l(L 1 hlJt],.~ t11i'i 'il\f(J~"l(\tio!! ,:,:" ~Jr~ ~1{;(\fU~ to YO'..' '.-:h~~n ~'.a1'.:.'in!) ......:th Sti"lf;r~ Leqi51i\tn"s.. If you need ftwthcr inforrl;'t'ioll, \'.'e C,1!" C'~c;C'J5(~ .;"; r1t yr)'Jr C0t'V{,i'l':n."'Cf~. :.,~'.)i~:f,!l;:'~~i~;;f/-' ~ >."''''''.' ; ,',', <.-t. "~'. ,', .'i":;' '" , ~ . .ion NORTHWEST County ~FER~.9_Ii____ NORTHWEST/SOUTHEAST/SOUTHWEST REeION RAP PROJECT PROSPECTUS (WAC 136-160-020) lllEN'rIFlCATION: Road Name: I RONDALE ROAD Fed. Functional Claas: 07 County Road Log # 93350 Project Termini: M.P. 0.00 TO 0.53 DESCRIPTION OF PROPOSED IMPROVEMENT: WIDEN SHOULDERS AND PAVE WITH ASPHALT PAVEMENT, IMPROVE SUPERELEVATION AND DRAINAGE. Proposed Starting Date: 5 / I /8 5 Anticipated Completion: 8II/85 Estimated Total Cost: $ 8 0,000 . 00 RATA Funds Requested: * $ 6" , 0 0 0 . 0 0 * RAP Funding shall not be requested or approved for right of way acquisition or preliminary engineering. INITIAL PROJECT PRIORITIZATION Condition Rated Regional RAP Project ~ Rat in!! Structural 40 --~- Geometric 40 ._12.._ Trllff Ie VolU111e 10 10 Traffic Accidents 10 " TOTAL "" SICNATURES REQUIRED RAP Project prospectus prepared under the supervision of signature of County Engineer/date RAP Project prospectus submitted to CRAB with the approval of HtRnature nf Chatrmlln of Bonrd ur Cuunty ....xocut ivc/cJl1h' . . J~EEsBEQ~_~QY~IX BQ1l!Ll!:l~g!:lIQ!3X ROAD NAME STIITE LOG * COUNTY ROIID ,~ SECTION LENGTH CLASS AIRPORT CUT-OFF RD. 95170 12 2.36 07 ')( ANDERSON LAKE RD. 52340 95 2.77 08 5'4,413 BEIIVER VALLEY RD. 94150 12 9.10 07 BEE MILL RD. 27340 74 2.32 08 CAPE GEORGE RD. 62280 98 7.55 08 CENTER RD. 93150 18 15.01 07 CHIMACUM RD. 93250 18 1.57 07 y: COYLE RD. 40390 16 14.97 08 DABOB RD. 34880 18-3.50 5.23 08 40 DISCOVERY RD. 60150 38 4.84 08 'DOSEWALLIPS RD. 25000 70 6.81 08 XDUCKABUSH RD. 22740 54 3.66 08 ?~. E. (lUILCENE RD. 32750 20 4.43 08 EAGLEMOUNT RD. 51050 87 5.34 08 # FLAGLER RD. 95270 4 7.85 08 d7 FOUR CORNERS RIr. 60120 38 1.33 "otr ~6 HASTINGS AVENUE W. 96130 40 2.10 08 HAZEL POINT RD. 40800 16-18.44 1.65 08 44 IRONIrALE RD. 93350 18 1.93 07 LARSON LAKE RD. 42800 89 4.06 08 OAK BIIY RIr. 94040 10 10.80 08 PENNY CREEK 30390 78 & 78-1.45 4.56 08 QUINIIULT-SOUTH SHORE RD. 10165 W 202 4.11 08 RHOIrYDRIVE 95170 12 2.74 07 THORNDYKE RD. 41870 9 8.52 08 ){ UPPER HOH RD. 14020 W 216 12.04 07 )( WHITNEY POINT RD. 27590 74-1.60 1.06 08 ========================================================================= 148.71 <15 \1 () , , I sO C' (('J ~ ty ./,' - , If. bO 2,5-0 (/t./' S ('"C :J,{, .-" ,I,) J ~/ II 4' ~i:l- I- u Q. Q U U U l- I- I- U Z .; - U 7- Z ~ , m Q "'0 Q- m m III Q m Ii Q o Qo m I>i~ l:i .( .( III -i 0: 0: 0: E-t 0: .0: ::E ::E ::E 0: .. E-t .. .. en .. .. .. .. .. .. .. .. .. .. .. .. ~ .. .. 0 .. .. 0" .. .. .. .. .. .. .. .. .. .. .. 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E-< ~ 0 0 0 .. .. 0 .. .. .. <5 u - N N .. - N N 0 0 N t>1 ~ - 0-1 0-1 0 u "" 0 ~ ~ 0 0 0 0 0 .. 0 0 0 0 0 0 0 0 0 .. .. 0 0 r<lN .. 0 PI N .. .. ... .. .. .. .. co .. ... .. .. .. .. .. z ~ .. 0 :; 0 - ;; N .. - - ... N ... .. .. .. N ... N H .. " .. 0 " 0 .. .. N N N N 0 0 N .. N :f ::<: .. N .. - .. - .. .. .. .. .. .. N .. .. .. .. N .. Ul '" - ~ 0 Ii!- ~ .. N ";f 8 to 0 0 ;:; .. 0 .. .. N N 0 0 .. .. .. .. .. .. 0 - ... Of .. N - - - N .. .. - - - .. .. Of a .. It .. to .. III It . W ~ a a 0 .. < 0( 0( a UI 0 0 0 a 0 a < w It It It 0( a < 0( 0 :I a 0 :t 0 0 0( 0 0 0 It Z 0( 0( J- >- >- .. II: 0( 0 II: 0 II: 0( W 0 0 ~ 0 .. .. z 0 It < 0 III > It It 0 0( .. .... .. It W 0 .. l,e It ~ < UI 0 a .. "u U ci 0 0 " D: U ~ :t >- It < < 0(.. a: :t 0( 0( It It .. .. III ~ It t- o > > - 0 III a: 0 0 0 .. 0 .. .. " .. .. It II: ~ .. ~ II: II: .. .. .. ~ z 0( < z > ~ .. II: ffi a u m " i u a .. It 0 0( .. .. .. 0( lD .. .. ~ z .. to .. U Z " .. > > J- .. ll: 0 .. .. w .. 0 III " L III - 0( >- 0( 0( III ~ U m >- >- L .. L ~ It 0 < L ~ .. 0 w "e ~ 0( 8 0 < .. 0( - 0 :t ~ 0 a ... u a> .... u 0 0 u u m u .\1 - N .. .. '" .. ... co '" :: :: ~ ::! :! ~ ~ :: ~ ~ ~ N !;l tl ~ l(l le !:;; co I1l l'l ;:; N ... .i;1b1; ::040 Pg. 1 of 2 ROAD GEOMETRICS: ~ Pavement \II dlh c- , Cood (1-)) . ralr (~-7) . Poor (6-10) Shoul der \II dlh C-_, Cood (I-Z). ralr ()-Io) . roor CS) Road Bed \II dth C-_, Good (I-Z) . ralr C)-Io) . Poor (S) ~..Horlzontal AlIgnment ,Good (1-3) . ralr (10 -7) . Poor (6-10) 5. Vertical AlIgnment Good (I -3). roll r (10-7) . Poor c8-ioj,_ Cr.OHETRIC RATING TOTAL: AOT Io00-Z00D > ZOOO GEOMETRICS RATING TABLE TRAFFIC ACCIDENTS: Equivalent Property Damage Only Accidents, Three Ye~r Average ~ Property Dama!!e Only Injury ~ 19_ 19_ 19_ Xl. X 6 --x25 Toeal - +3 -:-Lcngth (miles) a TRAFFIC ACCIDENT RATING: Current Estimated ADT: TRAFFIC VOLUME RATING: D - ] " - 6 7 9 10- lZ l3 - 15 1(, - 18 18 - 21 21 - 2" Z" - 27 28 - )0 )Ot RAP RollIn,! ,0 I 2 3 " 5 (, 7 8 9 10 ACCIDENT AND 1'!:AFt'IC RAnNC 1'ABLE ++ Average Dally Traffl c '(hOT) 'I - 50 50 . - ' I DO 100 - 250 250- 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 25DOt . NWR RAP Rating Workslu,et Exhibit -040 Pg. 2 of 2 ROADWAY STRUCTURAL CONDITION: rce of Diu rcss Percentaqc of Distress 1 - 15\ 16-30\ 31\ + 8. RUTTI NG Slight Moderate 1:1." - 1" Severe r.ro..1 tar I" 2 3 4 9. CORRUC;A'l'IONS Slight ,," to 1:>." 1 :2- ) . Moderate "" to ~.. 2 3 4 Severe n'"\t 4 5 10. RAVELING Slight 5\ to 10i 1 " 3 Hadera te 10'1 to 15\ 2, 3 Severe nnri! t'h."\ 1 4 II. ,ALLIGATOR Slight Less I/S" 1 2 4 CRACKING Modcrate l/B" to 1/4" 2: 4 5 Severe J,{" 0[' 'J'l"e..t 4 5 7 '12. TRANS VERSE Slight J~ss 1/1l" CRACKING Moderate 1/1l" to 1/4" Severe '4M OX" qreat 13. lONG ITUD IflAl Slight Less l/S" 0 1 2 1 2 3 1 2 3 CRACKING Hader"te l/S" to 1/4" 1 2 , 3 Severe "n. or qroatcr 2 3 3 4 5 3 4 5 lit. PATCHING Slight 0 1 2 Ilodcr"te 1 2 ) Severe 3 4 IS. flUSH I NG Slight R1coding 1 2 3 Moderate Oour.:e NJg. 3 4 .Severe Slick 5 ROADWAY STRUCTURAL CONDITION RATiNG TU:J:A!.: E. PROJECT IDENTIFICATION; WORKSHEET RECAI' ~ A. GEOMETRIC RATING TOTAL B. TRAFFIC ACCID~NT RATING C. TRAFFIC VOLUH(; RATING D. STRUCTUItAL RA'I'ING TOTAL TOTAL NWR RAP WORKSHEET RATING . Nt RAP Rating Worksheet Exhibit -040 Pg. 2 of 2 ROADIJAY STRUCTURAL CONDITION: ypes 0 Distress De ree of Distress Percenta'lc of Distress 1 - l5~ 16-30~ 3U + 8. RUTTING 51 Jght """ - 's," Hoderate Is" - 111 1 Severe r.ro.~ tcr I" 2 3 4 9. CORRUGATIONS Slight J-" to ~" 1 -:2--- 3 . Moderatc 1;" to 1." 2 3 4 Severe n.........,.. 4 5 Slight 5~ to 10? I 2 3 Moderate 10'! tD 15~ 2, 3 Seve rc nnrf! tho,", IS 4 Slight Less l/S" 1 2 4 Moderate 1/8" to 1/4" 2: 4 5 Severe 1.(" or <]rea t 4 5 7 - Sligh t Jess l/Il" :! 3 I 2 3 Moderate 1/8" to 1/4" 3 4. Severe J1" or qreat 4 - 13. LONGITUDINAL Slight Less l/B" 0 1 2 I 2 3 1 2 3 CRACK I NG Moderate l/B" to 1/4" 1 2 ,1 3 Severe ~n. or qrcatc.r 2 3 3 4 5 3 4 5 11,. PATCHING Slight 0 1 2 Modcrate 1 2 3 Severe 3 4 15. flUSH I/IG Slight Jllco:ling 1 2 3 HoderateOourse Aqg. 3 4 -Severe slick 4 5 ROADWAY STRUCTURAL CONDITION RATING :rU:IAL: E. PRO.ffiCT IDENTIFICATION: F. WORKSIIEET RECAP: A. GEOMETRIC IlATINC TOTAL B. TRAFFIC ACCIDlmT IIATINC C. TRAFFIC VOLU~m RATING D. STRUCTURAL RATINC TOTAL TOTAL NWR RAP WORKSHEET RATING N~P Rating Worksheet Exhibit -040 Pg. 2 of 2 ROADYAY STRUCTURAL CONDITION: vpcs 0 Distress De ref: of Distress Percentaqe of Distress 1 - 15\ 16-30\ 31% + 8. RUTTING Slight " " Hodera te ~" - 1" Severe r.ro.'1 tar I" 2 3 4 9. CORRUGATIONS Slight _.." to ~H 1 :2 3 Hoderate ..." to 1" 2 3 4 Severe r""t 4 5 10. RAVELING SlIght 5\ to 10\ 1 2 3 Hoderate 1D'! to 15\ 2, 3 Severe rmr" tho'1 ] 4, II. ALLIGATOR SlIght Less 1/8" 1 2 4 C/lACKING Hoderate 1/8" to 1/4" 2: 4 5 Severe 1;(" or 'JI"e..'1 t 4 5 7 , 12. TRANSVERSE Slight J.ess l/S" 2 3 1 2 3 CRACKING ... Hoderate 1/8" to 1/4" 3 4 . Severe '." or qreat 4 13. LONG ITUOI HAL SlIght Less l/B" 0 1 2 I 2 3 I 2 3 C/lACKING Hoderate l/B" to 1/4" 1 2 ,,\ 3 Severe ~". or qrCil tc.r 2 3 3 4 5 3 4 5 I~. PATCH ING SlIght 0 1 2 Hoderate 1 2 3 Severe 3 4 IS. flUSHING SlIght Jl1cocling 1 2 3 HoderateOour5e ~g. 3 4 -Severe Slick 5 ROADWAY STRUCTURAL ~ONJi1T'rON RATiNG TU:l:AL: E. PROJECT IDENTIFICATION; F. WORKSHEET RECAP: A. GEOHE'rRIC RATINC '[OTAL B. TRAFFIC ACCID&NT MATINC C. TRAFFIC VOLUME RA'I'ING D. STRUCTURAL RAl'lNG TOTAL TOTAL NWR RAP WORKSIIEET RATING ROAD~AY STRUCTURAL CONDITION: vpes 0 Distress 8. RUTTING 9. CORRUGATIONS 10. RAVELING II. ALLIGATOR CRACKING '12. ' TRANSVERSE 'CRACK1NIl ' 13. LONG nUDI NAL CRACKING I". PATCHING 15. fLUSHING E. PROJECT IDENTIFICATION: F. ~ORJ(SIlEET RECAP: De rce or Dlstrcss Slight Hoderate Severe Slight Hoderate Severe Is" - 1" r.ro.."ltcr 1 N ).." to ~.. ':it. to 1" n,.,t SlIght 5% to 10% Hoderate 10'l t..:> 15\ Seve rc rrnrn tho, SlIght Less I/O" Moderate 1/8" to 1/4" Severe It" .or ')re:'lt SlIght Jess 1/8" Moderate 1/B"' to 1/4" Severe '.... or qreat Slight Less 1/0" 0 tIoderate1/0" to 1/4" 1 Severe ..", or qrCiltcr 2 SlIght Hoderate Severe Slaght nlccdin~ HoderateOour5C ~9. -Severe Slick o 1 1 . NWR RAP Rating worksheet Exhibit -040 Pg. 2 of 2 Percenta~e of Distress 1.2 2 1 3 1 2 3 1 2 3 3 3 4 5 3 4 5 1 '- 2 3 3 4 2 3 3 4 5 ROADWAY STRUCTURAL ~ONDITION RATING TU~: A. CEOMETRIC RATING TOTAL B. TRAFFIC ACCID~NT RATING C. TRAFFIC VOLUM~ RA'I'ING D. STRUCTUllAL RA1'lNG 'l'O'rAL TOTAL NWR RAP WORKSIlEET RATING NW'RAP Rating Worksheet Exhibit -040 Pg. 2 of 2 ROAO\.lAY STRUCTURAL CONDITION: Types of Distress De rce of Dlstrcss Percentaqe of Distress 16-30% 31% + 8. RUTTING Slight Moderate Severe 1" 3 4 9. CORRUGATIONS Slight J." to as." :2- 3 Hoderatc .... to 1" 3 4 Severe n,'''lt 4 5 10. RAVELING S I 'gilt 5% to 10% 1 2 3 Hoderate 10'1 to 1r.% 2, 3 Severe nnrn th.~ 4 II. ALLIGATOR 51 'gilt Less 1/8" 1 2 4 CRACKING Modcrate 1/R" to 1/4" 2, 4 5 Severe It.. or t)'re....t 4 5 7 '12. TRANSVERSE Slight l.ess 1/0" 1 3 1 2 3 CRACKIN~ Moderate 1/0" to 1/4" 3 4 . Severe 'i" or qreiJ 4 13. lONG nUDI HAL Slight Less 1/8" 0 1, 2 1 2 3 2 3 CRACKING Moderate 1/8" to 1/4" 1 2 1 3 Severe ...., or qr011ter 2 3 3 4 5 3 4 5 14. PATCHING Slight 0 1 2 Moderate 1 2 3 Severe 3 4 IS. nUSHING Slight fIlccding 1 2 3 ModerateOour~ Aqg. 3 4 -Severe Slick 5 ROADWAY STRUGTURAL CONDItION RATiNG TOTAl.: E. PROJECT IDENTIFICATION: F. WORXSIlEET RECAP! A. CEOMETRIC RATING TOTAL B. TRAFFIC ACC1D~NT RATINC C. TRAFFIC VOLUHI~ RAT lNG D. STRUCTUltAL RA'I'ING TO'rAL TOTAL NWR RAP WORKSIlEET RATING . NWR RAP Rating Workslll,et ExhIbit -040 Pg. 2 of 2 ROADWAY STRUCTURAL CONDITION: vpes 0 Dlslress De ree of Dlslress Perccntaqe of Distress 1 - l5! 16-30! 31% + 8. RUITINC Slight Hoderate .I:i." - 1" Severe: r.ro.~ter I" 2 3 4 9. CORRUGATIONS Slight J." to ~.. 1 :2-' 3 Hoderate '.ill to ~.. 2 J 4 Severe r(\",\t 4 5 10. RAVELING SlIght 5i to 10i 1 2 3 Hoderate I01 to 15i 2, 3 Severe nnrt> th~ I 4, II. Alll CATOR Slight Less l/S" 1 2 4 CRACKING Hoder"te l/R" to 1/4" 2: 4 5 Severe "" or ']r&'l t 4 5 7 '12. TRANSVERSE Sligh t l.ess l/S" 2 J 1 2 3 CRACKING Hoder"te 1./1l" to 1/4" J 4 . Severe 'i" or qreat 4 13. lONC ITUDI HAL Slight Less l/S" 0 1 2 1 2 3 1 2 3 CRACKING Hoder"te l/S" to 1/4" I 2 ,1 J Severe 't", or qrCilter 2 3 3 4 5 J 4 5 lit. PATCHING SlIght 0 1 :I Hodcrate 1 2 3 Seve re 3 4 IS. flUSHING SlIght R1cocting 1 2 J HoderateOourse ~g. J 4 "Severe Slick 5 ROADWAY STRUCTURAL ~ONDITION RATiNG rU1:AL: E, PROJECT IDENTIFICATION; F. WORKSHEET RECAP! A. GEOMETRIC RATINC TOTAl, B. TRAFFIC ACCID~NT RATINC C. TRAFFIC VOLUME RATINC D. STRUCTURAL RA'I'INC TOTAL TOTAL NWR RAP WORKSHEET RATING NW~P Rating Workslu~et EKhibit -040 Pg. 2 of 2 ROADYAY STRUCTURAL CONDITION: vpes 0 Distress De ree of DIstress PercentaCJe of Distress 1 - 15\ 16-30\ 31% + 8. RUTTING Slight " - l10derate I:s." - I" Severe r.ro.., tar 1" 2 3 4 9. CORRUGATIONS Slight ).." ,to l:L" 1 :2 3 Hoderatc Is" to 111 2 3 4 Severe rt"n~ 4 5 10. RAVELING Slight 5\ to 10% 1 2 3 /Iodera te 10'! W 1r.% 2, 3 Severe nn'J"'f'! th."'\ 1 II. ALLIGATOR Slight Less 1/8" 4 CRACK ING l10derate 1/11" to 1/4" 5 Severe ~" or <Jre....t 7 '12. ' TRANSVERSE Slight T..ess 1/1.1" , 1 2 3 CRACKINIl l10derate 1/1.1" to 1/4" .Seve re J.." or qreat 13. LONGITUDINAL Slight Less 1/8" 0 1, 2 1 2 i 2 3 CRACKING /Ioderate 1/8" to 1/4" I 2 ,1 3 Severe 1;", or qrC>iltcr 2 3 3 4 5 3 4 5 14. PATCHING Slight 0 1 2 Moderate 1 2 3 Seve re 3 4 15. FLUSHING Slight JIlco:ling 1 2 3 110derateOourse ~g. 3 4 -Severe Slick 5 ROADWAY STRUGTURAL CONDITION RATiNG :J:U:!:AL: E. PROJF.C1' IDENTIFICATION: F. WORKSHEET RECAP; A. GEOMETRIC RATING TOTAL B. TRAFFIG ACCID~NT RATING C. TRAFFIC VOLUHI; RAT[NG D. STRUCTUIv\L RA'I'ING TOTAL TOTAL NWR RAP WORKSHEET RATING . \SWR RAP Rating Worksheet WAC 136-130-070; Pg. 3 of \ D-i. ROAI:IdAY STRUCTURAL CONDITION: FCC Pavements (see Pg. 2 for Asphalt) Types of Distress Degree of Distress , Percentage of Distress 1-15 1-30 31+ 16. CRACKING 1-2 Panel Lengths 1 2 3-4 Panel Lengths 2 4+ Panel Len ths 17., RAVELIllG Slight 0 1 2 Moderate L 2 Severe 2 2 3 18. JOINT SPALLING 1/8" to 1" 1 2 4 1" to 311 2 3"+ 19.- PUMPING Slight 0 1 2 Moderate 1 2 3 Severe /- 2 2 3 20. BLOWUPS No. ne 1 2 3 21. FAULTING 1/8" to 1/4" 1 3 5 1/4" to 1/2" 2 1 2"+ 3 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 \-lEAR Less than 1/4" 0 1 3 1/4" to 1/2" 1 2 Hare than I 2" 2 ROADV1AY STRUCTURAL CONDITION RATING TOTAL :t~~~;. Use bottom of Pg. 2 for worksheet \ecap. '{, Du(,..k,. ABJIf RD. .~~i;lbl-t 'C::;n9'7"E' (". err Z? 1 <10 -040 PS. 1 of 2 ROAD GEOMETRICS: <- ~ *1. Pavement III dth (- II ) Cood (1-3). ralr (~-7>' roor (8-10) ~ Shoulder \lldth (-~) Cood (1-2). ra'r (3-~). roor (5) .-..:5- Road Ped \II dth (-~) Cood (1-2). ralr (3-4) . Poor (5) ~ It.. Horizontal Alignment Cood (1-3). roll r (4-7), Poor (8-10) ~ 5. VertIcal AlIgnment Good (1-3). Fair (4-7) . Poor (8-ioj,~ Cr.OHETRIC RATINC TOTAL: <'4 "00 -2000 > 2000 .020 "22 GEOMETRICS RATING TABLE B., TRAFFIC ACCIDENTS: +6:' Equivalent Property Damage Only Accidents, Three Ye!3r Ayerage ~ Property Dama~e Only In1ury ~ 19 80 0 () ~ 19 -2ll. () 0 ~ 19 \l:z... () 0 --D..:- () <:> 0 X 1 X 6 --yzs Total .. n +3 -_.12.- o ~--I2-- -=-Lcnnth (miles) ~ =-D- -12-_ TRAFFIC ACCIDENT RATING: .-PJ C. TRAFFIC VOLUME: ++7'; Currcnt Estimated ADT: '2- 'i 4- ~ TRAFFIC VOLUME RATING: ~ +Equlv. ProperlY D3~agc Onl Accidents/HIlc - .. ,- 0-3 4 - (; 7 - 9 10 12 13 IS 16 - 18 18 - 21 21 - 2~ 24 - 27 28 - )0 30t RAP Ralln<! ,0 1 2 3 4 5 (; 7 8 9 10 ACCIDENT AND TRAFFIC RATING TABLE ++ Averagc Dol I1V Tra ffi c: '(ADT) 1 - 50 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500t . NWtJRAP Rating lIorkslll,et Exhibit -040 Pg. 2 of 2 ROADWAY STRUCTURAL CONDITION: of DIstress Pc:rccntaClc of Distress 8. Run I NG Slight Hoderolte -L Severe 9. CORRUGA'l'IONS Slight Hoderoltc Severe 3- 10. RAVELING Sligh t 5% to 10% 1 2 J Hoderate lO'! t.o 15% 2, J Seve re rrnrn th., 15 4 ~ II. ALL! GATOR Slight Less l/B" 1 2 4 CRACKING Hoderolte 1/11" to 1/4" 2: 4 5 Severe ~" ot' 1)TE>c,t 4 5 7 ~ '12. TRANS VERSE Sligh t Jess 1/0" CRACK I NG Hoderolte 1/11" to 1/4" Severe 1.." or qreat ~ 13. LONG nUDI HAL SlIght Less l/B" 0 1 2 1 2 3 1 2 J CRACKI NG Hoderolte l/B" to 1/4" 1 2 1 3 ~ Severe ",n, or qro."}tcr 2 3 J 4 5 J 4 5 I~. PATCHING Sligh t 0 1 '- Hodcrolte I 2 3 Severe J 4 "2- 15. flUSHING Slight Jllcocling 1 2 J HoderateOour$e Aqg. 3 4 "Severe Slick 5 '2.... ROAllWAY STRUCIURAL C.oNDITION RATiNG 1:u:i:AL: ...l.\.- PROJECT IDENTIFICATION; Wc..K.tt BUSH j2l>. <S"h1Tc L.O& '#' Z:Z 740 WORKSIIEET RECAI': A. GEOMETRIC IlATlNG 'l'OTAL B. TRAFFIC ACCIDENT RATING C. TRAFFIC VOLUME RA'I'lNG D. STRUCTUIlAL RA'I'lNG TOTAL ~c.{ o "6 II TOTAL NWR RAP WORKSIIEET RAtiNG 4 R \-> /J~_, r,:' . 0,00- 0,<77 . Exhibit -040 Pg. 1 of 2 ROAD GEOMIlTRICS: ~ '"I. Pavement IIldth (- 2"2... ) Cood (J -J). r,,1 r (4-7) . Poor (6-/0) -2- '"*2. Shoulder II/dth (-:3 ) Good (1-2) . r", r (3-4) . roar (5) -2- Road Bed \,(1 dth (-~) Good C 1-2) , r"lr (3- 4) . Poor (5) -L 4.. Hor/zont"l AlIgnment ,Good (1-3) , r" Ir (4-7) , Poor (a-I 0) -=L 5. Vert I ca I A J Ignmcnt Good (1-3) , r"lr (4-7), Poor (a-io) ,---5- GEOMETRIC RATING TOTAL: 2~ GEOMETRICS RATING TABLE 19-8Q . 19..E:iL J:9 ~ "Z- Pro~erty Damage Only Accidents, Three Ye~r Ayerage .Property Damage Only Injury Fatal .\ 0 ~ ~ -3----CL- (") c'\ -CL- ~ ~ ~ X 1 X 6 X 25 ~_-=L- IB 7,33 ~~ +Lcngth (miles) '" -.1.2. S~ Total'" Z. Z. ~3 ~ . ----." C. TRAFFIC VOLUME: +1-7';' Current Estim,ted ADT: 7."70 0 TRAFFIC ACCIDENT RATING: ~ TRAFFIC VOLUME RATING: /0 'fE'lu I v. Property O"'""gc On' Acci dents/Mil c..., o - J 4 - 6 7 - 9 10 - 12 13 - 15 16 - 18 18 - 21 21 - 24 24 - 27 20 '- 30 30t RAP R"tlnq ,0 I 2 3 ,~ 5 6 7 8 9 10 ACCIDENT AND ~'RAFFIC R,\1'ING l'ABLE ++ Average Oally Tra ffi c '(ADT) I - SO 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 2000 2000 - 2500 2500t . ROADYAY STRUCTURAL CONDITION: of Distress 8. RUTTING Slight Hoderate ~.. _ 1" Seve re r.rc.~ tar I" 9. CORRUGATIONS Slight tit to ~II Moderate .," to 1" Severe n"t- 10. RAVELING SlIght 5'/, to IO'/, Moderate IO'l W l!i'l. Seve rc nnr~ th.., II. ALLI GATOR SlIght Less liS" CRACKING Hoder"te 1/R" to 1/4" Severe It" or l)Ta~ t '12. TRANSVERSE 5 Jlgh t J.ess 1/8" CRACKING Hoder"te 1/8" to 1/4" Severe J." or qreat 13. LONG ITUD I AAL 51 'ght Less liS" CRACKI NG Moder"te liS" to 1/4" 1 Severe J;u. or qrcatcr 2 I". PATCHING 51 'ght 0 Hoder"te 1 Severe 15. flUSHING Slight nlcoctinCJ HoderateOour5e Aqg. .Severe Slick N~P Rating Worksheet Exhibit -040 Pg. 2 of 2 Perccntaqe of Distress + '- 3 4 [:) o z:. o 1 2 3 '- 3 4 ~ 1 2 3 4 3 4 5 o I~~ ROADWAY STRUCTURAL CONDITION RATiNG E. PROJRCT IDENTIFICATION: :reo,rJ[:;t-) Lc 12:. 'D. I Sn:nE L.D& # q 33..)-0 r'U? G.OO - 0,53 F. WORKSIIEET RECAP! A. GEOH~:TRIC RATING 'l'OTAL B. TRAFFIC ACCID~NT RATING C. TRAFFIC VOLUHg RATING D. STRUCTUllAL llA'I'ING TOTAL zl? t1 1(') 't TOTAL NWR RAP WORKSIIEET RATING y.y- ROAD GEOMETRICS: "'I. P"vclI>Cnt Width (" ZZ- ) "'.2. Shoulder WIdth ("~) Road Ped \II dth ("__~..B..J "., Horlzont,,1 Alignment 5. Vertical Alignment .' .il'..... '>' . Exhibit -01,0 Pg. ~ of 2 c), 'C2: .. 7,5~ ~ Cood (1-3). r..lr (~-7) . Poor (8-10) .......::L Cood ( 1-2). f..lr (3-"). Poor (5) -L Cood ( l-2 ). faIr (3-"). Poor (5) 5" Cood (1-3). fa Ir ("-7) . Poor (8-10) ~ r.ood (1-3) . r" I r (4-7), Poor c8-ioj ,-E- Cf.OMETRIC RATING TOTAL: -2.3 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6~ Equivalent Property Damage Only Accidents, Three Ye~r Ayerage Year' Property Damage On~y Injury Fata~ 19 f?,O I Z. ~ 19.J5.L () 'Z.----L2......... J:9...6.k.. 'Z.. r ---.Q "2., :5 ~ .x r' X 6 .x 25 a_3- 3>0 A~ Total - ~"<::, +3 \ I +Lcngth (miles) = -L~ TRAFFIC ACCIDENT RATING: ~ C. TRAFFIC VOLUME: +t7';' Currcnt Estimated ADT: /0"2.6 ~Equlv. Property D..mage On I Acd clents/MII e _...._ , TRAFFIC VOLUME RATING: 6 0-3 " ... 6 7 - 9 10 - 12 13 - IS 16 - 18 18 - 21 21 - 2" 2" - 27 28 ... 30 30t RAP Ratlnll ,0 I 2 3 " 5 6 7 8 9 10 ACCIDENT AND 1T,^FFIC RAl'ING TABLE ++ Average Dally Traffi c '(ADT) I - 50 50 . - - 100 100 ... 250 250 - 500 500,'" 750 750 ... 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500t . NW~P Rating Worksl",et Exhibit -040 Pg. 2 of 2 ROADWAY STRUCTURAL CONDITION: ypes 0 Percentaqc of . Distress De ree of Olstress Distress 1 - 15'1. 16-30'1. 31'1. + 8. RUTTING Slight Moderate '1" - 1" 1 Severe r.roa te.- l" 2 3 4 --L- 9. CORRUGA'l'IONS Slight )." to Js.u 1 ' :2'" ) tIoderatc ...... to I" 2 3 4 Severe rc.',,'" 4 5 ~ 10. RAVET~ING SlIght 5'1. to 10'1. 1 :1 ) Hodera tc 10'! t:..:> 1!i'l. 2, 3 ~ Seve re nnr~ tho, 15 4 II. ALL! GATOR SlIght Less 1/8" 1 2 4 CRACKING Moderate 1/8" to 1/4" 2: 4 5 Severe ~" or '}rea t 4 5 7 ~ ''12. TRANSVERSE Sligh t Jess 1/1l" :? 3 1 2 ) CRACKINC Moderate 1/a" to 1/4" 3 4' Severe J.." or qreat 4 --D- 13. lONG nUD IIlAL Slight Less l/B" 0 1, 2 1 2 3 2 3 CRACKINC tIoderate l/B" to 1/4" 1 2 ,1 3 Severe 1;", or qroatcr 2 3 3 4 5 3 4 5 --2- 14. PATCH ING Slight 0 1 2 Moderate I 2 3 Severe 3 4 ----L- 15. flUSHING Sligh t Rlccding 1 2 3 HoderateCburse Aqg. 3 4 -Severe Slick 4 5 -L- ROADWAY STRUCTURAL ~ONDITION RATiNG TUXAL: ~ E. PRO,TECT IDENTIFICATION: FZ/76t.cE EP,) ~n'JiE LOG'" L')5270 /-7,/:' 0.8Z.. - 7,55 F. WORKSHEET RECAP! A. GEOMETRIC IlATINC TOTAL B. TRAFFIC ACCID~NT RATINC C. TRM'FIC vOI.u~m RATING D. STRUCTURAL IlA'l'INC TOTAL z-..>'" () (0 I C1 TOTAL NWR RAP WORKSHEET RATINC 4B SE:'i':;VE/2. Vi~L-LS ~:.,(:- 'C) ~.:, TFtTE: L06 ~:-! 9"1/5'6 /,,-;7'1. () .00 -- fO . S'O . E~i;ii,-i~ :'-040 Pg. I o~ 2 GEOMETRICS: ~. '"I. Pavement 1.'1 dtll (- z.l ) Good (1- 3) . roll r (!j-7) . Poor (0-10) ----6- ~~2. Slloul der 1.'1 dtll (-~) Good (1-2). rollr (3-!j) . roar (5) ~ Road Bed 1.'1 dtll (- Zt:; ) Good (1-2) . rollr (3-!j) . Poor (5) ----5:- 4.. Horlzontoll A lIgnmcnt ,Good (1-3) . rollr (1t-7) . Poor (0-10) ---2- 5. VertlColl Allgnmcnt Cood ( 1-3). roll r (1t-7) . Poor (O-ioS ,--2- Gf.OHETRIC RATING TOTAL: 25 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6:- Equivalent Property Damage Only Accidents, Three Ye!'r Ayerage __ YeaT Property Damage Only Injury ~ 19 9,0 7 <::; -9- 19 P,I I '=>..-CL- r9~ ~ \ () I '-\- I I ----D- X 1 X 6 .x 25 =-1-::L- /0 &, = 0 Total _ _80 +3 = 7&..7 +Length (miles) .. -+ TRAFFIC ACCIDENT RATING: C, TRAFFIC VOLUME: ++7';' Currcnt Estim.ted APT: 2000 + TRAFFIC VOLUME RATING: 0, ~Equlv. Propcrty Dolffiolge Onl Accidents/HI Ie ,... -- , 0-3 ,. - 6 7 - 9 10 - 12 \3 - \5 16 - \0 18 - 2\ 2\ 71t 21t - 27 28 - )0 JOt RAP Rolt I nil ,0 \ 2 ) " 5 6 7 8 9 \0 ACCIDENT AND "RAfFlC RATING TABLE -1+ Aver"gc Dally Traffi c '(AOT) '1 - SO SO . - ' \ 00 100 - 250 250 - 500 500 - 750 750 - \000 \ 000 - \250 \250 - \500 1500 - 2000 2000 - 2500 2500t . NW,,^P Rating Worksho<et Exhibit -040 Pg. 2 of 2 ROAD~AY STRUCTURAL CONDITION: vpes 0 Distress De rce of Dlstrcss PerccntaC)e of Distress 1 - 15% 16-30% 31% + 8. RUTTING SI 'ght Hode ra te as.tI - 1" 1 -L Severe r.ro..~ ter 1" 2 3 4 9. CORRUGATIONS 5IIght ).-" to l:l" 1 :2- - ) I10deratc ':in to 111 2 3 4 Severe rt"'\"\t 4 5 ~ 10. RAVELING Slight 5% to 10% 1 2 "(31 ' Moderate 10'! to 15% 2, 3 "3 Severe nnrn tn., IS 4 II. AL LI GATOR Slight Less 1/13" 1 2 4 CRACKING Hoder.:lte 1/8" to 1/4" 2: 4 5 + Severe l.l" Ot' qr&~t 4 5 7 '12. TRANSVERSE Slight J .ess 1/8" :? 3 1 2 3 CRACKING Hoder.:lte 1/a" to 1/4" 3 4 . ~ Severe J.." or qreat 4 I). LONGITUDINAL S" ght Less 1/13" 0 1 2 1 2 3 2 3 CRACKING Moder.:lte l/B" to 1/4" 1 2 ,1 3 3. Severe ~tl. or qrCiltcr 2 3 3 4 5 3 4 5 14. PATCHING Slight 0 1 2 Moderate 1 2 3 -L Severe 3 4 IS. fLUSHING s" gh t 1l1codin9 1 2 3 HoderateOour5e ~g. 3 4 6 -Severe Slick 5 ROADWAY STRUCTURAL ~ONDITION RATING Tu~: --!k.. E. PROJECT IDENTIFICATION: BEAVC,e VI'-} LA_EY j-/),P ~D,) 511-nc: L-D6 ..il- q'-f-ISO {),DD - 0,5;0 F. WORKSHEET RECAP; A. GEOMETRIC RATING 'l'OTAL B. TRAFFIC ACCID~NT RATING C. TRAFFIC VOLUMIl RATING D. STRUCTUllAL RAl'lNC TOTAL 2:S- , g 12. 1..1"" TOTAL NWR RAP WORKSIIEET RATING . I . . E~i;ij,-i~ -0'.0 Pg. I of 2 ROAD GEOMETRICS: lIAT I He; "I. Pavement \.Ildth (- Z Z. ) Good ( 1-3). FaIr (~-7) . Poor (6-10) --5- ""2. Shoulder \.Ildth (-2-> Good (J -2) . Fal r (3-~). Poor (5) ~-- Road Bed \.II dth (- Z-B ) Good (1-2) . FaIr (3.~1. Poor (5) ~" ".. Horlxontal Alignment ,Good (1-3) . Fal r (~-7). Poor (6-10) --1L- 5. Vertical Alignment Good (H) . FaIr ( ~-71. Poor (a-io) ,~ ( Cr.OHETRIC RATINC TOTAL: 7;J.7 ~OO -2000 > 2000 "20 "'22 GEOMETRICS RATING TABLE B.,. TRAFFIC ACCIDENTS: +'6:' Equivalent Property Damage Only Accidents, Three Ye!'r Average ~ Property DamaRe Only In1ury ~ 19--f?:,Q c.' I ~ 19 -8...\. 6 , ----12- I9~ I D ~ I 2.----6- X I X 6 .x 25 ~_L- \ z.. ~~ "Total a _ I:) +3 a 4. '3 +Lcngth (miles) ;> , I TRAFFIC ACCIDENT RATING: C) C. TRAFFIC VOLUME: ++7', Currcnt Estimated ADT: ,I()"2,8 TRAFFIC VOLU}lE RATING: &, o - 3 !j - 6 7 - 9 10 - 12 13 - IS 16 - 18 18 - 21 21 2~ 2~ - 27 28 - JO JOt RAP Ratln9 ,0 I 2 3 !j 5 6 7 8 9 \0 ACCIDt:NT AND 1T.M'FIC RAl'ING TABI.E +to Average Oa Ily Tra ffi c '(ADT) \ - 50 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 2000 2000 - 2500 2500t +Equlv. Property Damage On 1 Acd dents/iiI 1 c ,. .. ,. , . III RAE' Rating Worksheet Exhibit -040 Pg. 2 of 2 D,. ROADI,JA Y STRUCTURAL CONDITION: of Olstress Perccntaqe of Distress IS? 16-30% 31% + B. RUTTING Slight Hoderatc ~tl _ lit 1 Severe r.r<>.... ter I" 2 3 4 ~ 9. AAVEt:-I NG- Slight J.... to l::i." 1 -:2..'. 3 Moderatc 1;" to I" 2 3 4 Severe Grf\"l t-C'r 111 4 5 -:t:fz. Slight 5% to 10% 1 2 3 Moderate 10'! to 15% 2, 3 Severe nnrn th, 15 4 ~ ALl! GATOR Slight Less 1/8" 1 2 4 CRACKING Hodcrate l/R" to 1/4" 2: 4 5 .,1 Severe 1;(" or <]re.....t 4 S 7 ~ , 12. TRANSVERSE Sligh t Tess 1/8" 1 2 :? 3 1 2 3 CRACK I Nq Hoderate 1/8" to 1/4" 1 2 3 2 3 4' Severe '.." or qrcater 2 3 4 3 4 ~ 13. LONGITUDINAL Slight Less l/B" 0 1 . 2 1 2 3 2 3 CRACK I NG Modcratc l/B" to 1/4" 1 2 ,1 3 Severe J..;u. or qrCilter 2 3 3 4 5 3 4 5 ~ I~. PATCHING Slight 0 1 2 Moderate l' 2 3 Severe 3 4 --D- IS. FLUSHING 5 light nlCC<ling 1 2 3 HodcrateOourse ~g. 3 4 "Severe Slick 4 5 ~ ROADWAY STRUCTURAL COIIDlT'rON RATiNG TUTAL: E. PROJECT IDENTIFICATION: F. WORKSHEET RECAP; A. GEOMETRIC RAT IIIG TOTAl. n. TRAFFIC ACCIDENT RATING C. TRAFFIC VOI.lJME RA'I'lNIl O. STRUCTURAL RATINC TOTAl. 7.1 r) '" --L'1- TOTAl. mm RAP WORKSIIEET RATING <-/.1 /'4t .):\ . Exhibi t -040 Pg. I of 2 ROAD GEOMETRICS: 'RATING "I. "~vemcnt IIldtla (- /8 ) Good (1-3) . r~rr (4-7>' Poor ('B-IO) -3- ,u2. Shoulder IIldth (- '5 ) Good (1-2). fair (3-4), roor (S) .5' - !load Bcd \II dth (- "2.'1 ) Good (1-2). faIr (3-4) , Poor (S) --L 4.. Horizontal AlIgillncnt ,; (4-7) , ~ ,Good (1-3). fa Ir Poor (B-IO) S.Vcrtlcal Alignment Cood (1-3). fal r (4-7) , Poor (B-io). J..\- Gr.OHETRIC RATING TOTAL: 2'1 <20 "'22 CEOMETRles RATING TABLE B. TRAFFIC ACCIDENTS: +6:- Equivalent Prop'erty Damage Only Accidents. Year Property Dama~e Only U () 2:, 1980 19S1 I9 e. 2- Three Ye~r Ayerage Injury Fatal Z- I \ ~ ..--!2 ~ o ---x25 - M~ ~~ Total - Zl +3 X 1 ;::, 9 X 6 7_Y- .;.Length (miles) M TRAFFIC ACCIDENT RATING: z. C. TRAFFIC VOLUME: ++7'; Current Estimated ADT: 245 JA'1- TRAFFIC VOLllflE RATING: ~4<- z. +Equlv. Property Damage Onl Accidents/Mlle.,..._, o - J " . 6 7 - 9 10 - 12 13 - IS 16 - IB 18 - 21 21 - 24 2'. - 27 28 - JO JO. RAP Rat Inll .0 1 2 J " 5 6 7 8 9 \0 ACCIDENT AND 1'RAFFIC RATING TABLE ++ Average Da Ily Tr.ffl C '(AOT) '1 - SO SO'. '100 100 - 250 250 500 500 - 750 7S0 . 1000 1000 - 1250 1250 - IS00 ISOO - 2000 2000 - 2500 2500+ E. PROJECT F. NAp Rating Worksh~et Exhibit -040 Pg. 2 Df 2 ROAO~AY STRUCTURAL CONOITIOH: of Distress Percen tanc of DIstress 1 - 15'/. + 8. RUTTING Sligh t Moderate Is" - 111 1 c.. Severe r.rc..l ter I" 2 9. CORRUGA'l'IONS Slight ).... to Jrs." 1 Moderate lj" to I" 2 ~ Severe r(,"'\t 10. RAVELING Slight 5'/. to IO'/. I :1 3 Moderate 10'! t..:> lr.'/. 2, 3 ~ Severe rrnrf'!' th."'\ 1 4 11. All! GATOR Slight Le"s 1/6" CRACKING Modcrate 1/8" to 1/4" Severe I.l" or CJt'B.l t -D- '12. TRANSVERSE Slight Tess I/O" CRACKING Moderate 1/0" to 1/4" 0 Severe J.." or qreat 13. lONG ITUOI HAL Slight La"s 1/8" 0 1, 2 I 2 3 CRACKI HG Moderate 1/8" to 1/4" I 2 ,1 3 Severe "". or qrOLlter 2 3 3 4 5 3 5 -.iL I~. PATCH IIIG Slight 0 1 2 Moderate 1 2 3 0 Severe 3 4 IS. flUSHING Slight Rlccding 1 2 3 HoderateOour5e ~g. 3 4 -L "Severe slick 4 5 ROADWAY STRUCTURAL ~ONDltION RATiNG TU:J:AL: -1.Q.. IDENTIFICATION: IIIJST1N&:-S Ii 06, \..</& sT J M r:;;o ? ~ ,j;~ ;,r. '- ,(,,/ - LJ, ~ '~T\'-'ns: L-D 6- .:# qro I 50 WORKSHEET RECAP! 'Z-CJ !i-z. /(j GEOMETRIC (lATINC 'l'OTAL TRAFFIC ACCIDENT RATINC TRAFFIC VOLUME RAT WG STRUCTUllAL RAT! NG TO'rAL A. D, G. 0, tf3 (~ TOTAL NWR RAP WORKSHEET RATING CO,-\ \(~ .r - '2 "'6 'Ie '-1,;6 It) r" .'- eXhibit Y (j "".:, '1'- -040 Pg. 1 o~ 2 ROAD CEOHETRICS: ~ P.>vcmcnl IIldlh (- /"'1 ) Cood (1-)). r..1 r (10-7) . Poor (B-In) -L Shoul der III dlb (--L) Cood (1-2) . r..Jr ()-..) . Poor (5) ~ Road Bed \/1 dtb (- 71 ) Cood (1-2) . r..lr ()-Io) . Poor (5) "5 ,... Horizontal Alignment :Cood (1-3). r.>Ir (10-7) . Poor (B-IO) --B- S. Vertlc.>1 Allgnmcnt Good ( 1-3). faIr (10-7) . Poor (B-io>.~ CEOMETRIC RATING TOTAL: ~z... ADT 'oDD -2000 > 2000 ' '"20 "22 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6:' Equivalent Property Damage Only Accidents. ~ Property Dama~e Only o 19~ 19.JiL !9 -B.1::: o o Three Ye~r Average Injury ~ o ~ I 0 (') --LL... Total - X I X 6 _ 0 6 -- ,5 +3. '2- +Lcngth (miles) X2'S . --LL -4- TRAFFIC ACCIDENT RATING: -A-' C. TRAFFIC VOLUME: #7'; Current Estimated AnT: '7..-00 TRAFFIC VOLUME RATING: 2- o . l ,. - 6 7. 9 10 '. 12 Il . IS 16 - 18 18 - 21 21 - :2~ 210 - 27 28 . )0 )0. RAP R.>tlnq ,0 I 2 l .. S 6 7 8 9 10 ACCIDENT ,\ND 'i'MFnG 1\A1'ING 'i'ABLE # Average 0.. II y Tr..ffi C '(AOT) I - SO SO - 100 100 - 250 250 - SOD SOD - 750 750 - 1000 1000 - l2S0 1250 - 1500 1 SOD - 2000 2000 - :2 500 2500... . NWR-'P Rating Worksh"et EKhibit -040 Pg. 2 of 2 ROADWAY STRUCTURAL CONDITION: ree of DIslrcs5 Pcrcenta~e of Distress 1 - 15? 16-30% 31% + 8. RUTTING Slight .. - ttoderoJ te Is" - 1" -LL Severe (".r0.1 tar I" 2 3 4 9. CORRUGA'I'IONS Slight '.." to ~" 1 :2 3 ttoderoJle 1;" to I" 2 3 4 -!L Severe rt'''lt 4 5 10. RAVELING SI I ght 5% to ID? 1 2 3 Hadera te 10'~ to 1r.? 2, 3 Severe onr" tho1 4 ~ II. ALLI GATOR S If gh t Less 1/8" 1 2 4 CRACKING ttodcrale 1/8" to 1/4" 2: 4 5 Severe ".. 0[' qreo.... t 4 5 7 ,,"'2.... , 12. TRANSVERSE S" ght J.ess l/a" :! 3 1 2 3 CRACKING Moderate Va" to 1/4" 3 4 . Severe J.." or qrea. t 4 ~ I). LONG ITUD I HAL SlIght Less 1/8" 0 1 2 1 2 3 2 3 CRACKING Hoderate 1/8" to 1/4" 1 2 '1 3 ~ Severe ..... or qrcatc.r 2 3 3 4 5 3 4 5 I~. PATCHING Slight 0 1 2 Moderate 1 2 3 -tL Seve r'c 3 4 IS. flUSHING SlIght JUccdinq 1 2 3 ModeraleOour~ Aqg. 3 4 --L -Severe Slick 5 ROADWAY STRUCTURAL CONDIT'ION RATiNG ru'J:AL: --8- PROJECT IDENTIFICATION; WORKSIlEET RECAP! A. GEOMETRIC RATING TOTAL B. TRAFFIC ACCID~NT RATING C. TRAFFIC VOLUHI! RATING D. STRUCTUllAL RAnNG TO'rAL "3'7- I? "2- q TOTAL NWR RAP WORKSIlEET RATING '-I"L 'D;~."'J'Jr- / '.,( ,,\sD . Exhibi t -040 Pg. I o~ 2 ROAD GEOMETRICS: '.")' <t s'I- ~ ~.\P"2-' . "I. Pavcment IJldtll (- 'GO) Good ( I-J), r.ll r (It-7) . Poor (B- 10) ~ 01"2. Shoulder III dtll (-~) Cood (J -2) . f..lr (3-lt) . Poor (5) --2- Road Bcd III dtll (- _~~::LJ Good (1-2) . f..lr (J-It) . Poor (5) -L 4., Horlzont..l Alignment ,Cood ( l-3). fal r (1t-7) . Poor (8-10) -.!::L 5. VertIcal Alignment Coad ( l-3). fat r (1t-7) . Poor (8-ioj,~ Itoo -2000 > 2000 <20 "'22 GEOMETRICS RATING TABLE Gf.OHETRIC RATING TOTAL: 'n., TRAFFIC ACCIDENTS: +6:' Equ:l.valenc ,Property Damage Only Accidents. ~ Property Dama~e Only 19~O 19 fP, ( r9~ I o C) 1 .x I Q_..L- 2.'S::, Total * ~~3 . C, TRAFFIC VOLUME: ++7'; Current Estimated ADT: 921:, Three Year Ayerage Injury ~ () \ <0 \ X 6 10 -D- -D- ~ c) --:xzs Q 0 +Lcnllth (miles) 2- TRAFFIC ACCIDENT RATING: 0 TRAf'F1C VOLUl-IE RATING: +Equlv. Property Damagc Onl Accidents/tlllc. ..._, o - 3 4 - 6 7 - 9 10 - 12 13 - 15 16 - 18 18 - 21 21 - zit 24 - 27 28 - )0 )0+ RAP Rat lOll ,0 I 2 ) 4 5 6 7 8 9 10 ACCIDENT Arm TRAfFIC RAnNG TABLE +I- Averagc Oally Traffi c '(ADT) 'I - 50 50 - 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 2000 2000 - 2500 Z 500t 7..-8 ~ . NW~P Rating Worksh~et Exhibit -040 Pg, 2 of 2 ROAOIJAY STRUCTURAL CONDITION: vpes 0 Distress De ree of Distress Pcrcent3C)c of Distress 8. RUTTING Slight Hoder~te ~ Severe 1" 9. CORRUGATIONS SlIght Hoderatc '+ Severe 10. RAVELING SlIght 5% to 10% 1 :I Hoderate IO'! to 15% 2, 3 C) Severe rrnrn tho, 1 4 11. ALL! GATOR SlIght Less l/S" 1 2 CRACKING Hoderate l/R" to 1/4" 2: 4 0 Severe It" or qre...t 4 5 '12. TRANSVERSE Sligh t Jess l/S" CRACKING Hoderate 1/s" to 1/4" ~ Severe '.." or qreat I). lONGITUDINAL SlIght Less l/B" 1 2 1 2 3 CRACKI NG Hoderate l/B" to 1/4" 1 2 1 3 D Severe "", or qrCiltcr 2 3 3 4 5 3 4 I~. PATCHING SlIght 0 1 2 Hodcrace I 2 3 0 Severe 3 4 15. flUSH' NG SlIght nlccdinCJ 1 2 3 HoderateOOur5C Aqg. 3 4 Z. -Severe Slick 4 5 ROADWA'i STRUCTURAL CONDITION RATING TU'J:Il.l.: (p E. PRO.TF.CT IDENTIFICATION: DI 5>C.OV<:,-12. Y' fZ.-D '/ sTFrT6' L-00.:ti bO I EO /"/,P ?:,.(o2., - 'Lf.8'-l F. WORKSHEET RECAP; A. GEOMETRIC RATING TOTAL B. TRAFFIC ACCIDENT RATING C. TRAFFIC VOLUME RATING D. STRUCTUltAL RA'I'I NG TOTAL z.9:. () c; fn TOTAl. NWR RAP WORKSIlEET RATING :3 9 'i2:c;71li( E~ V f.1 ,-L~ 'r' ~,OO - 0.50 ROAD GEOMETRICS: Pavcment \II dth (- 22) Cood (1- 31. r"Jr ("-7) . --2. Shouldcr \lldth (-~) Cood (1-2) . r"lr (3-") . -*3. Road Bcd \II dth (,. '30) Cood (1-2), F"lr (3-") . ,... Horhontal Alignment 'Cood (1-3) . FaIr (1,-7) . 5. VertIcal AlIgnment Cood (1-3) . roll r (1,-7) , .i;li,-i~ -040 Pg. 1 of 2 ~ Poor (B-IO) -.:L Poor (5) r- J -, Poor (5) ~ Poor (8-10) -L Poor (B-io>-D- Cf.OHETRIC RATING TOTAL: AOT "00 -2000 > 2000 <20 "'22 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6:' Equivalent Property D"",age Only Accidents, ~ Property DamaRe Only 19...8Q.. 19~ !9R"2- ""Z- o '-f {.. X I -_-6- IR Three Ye~r Aye~age Injury ~ L./ '-1 o 8 X 6 kf8 Total . f)''-/ -:-Lcngth (miles) . TRAFFIC ACCIDENT RATING: +3 . C. TRAFFIC VOLUME: ++-7', Current Estimated ADT: 2'-1 '-If, o . J ,. - 6 7. 9 10 '. Il '3 - 'S '6 - .8 .8 - 21 2' - 2' 2/t - 27 28 - JO JOt RAP Rat 'nil ,0 . 2 J " 5 6 7 8 9 '0 ACCIDENT AND 1'RAFFIC ~,\1'ING 1'ABLE --.C.2- ~ --k2.:... -y-rr- .~ ~~ TRAFFIC VOLUME RATING: +t Average Dol I.y Traffi C '(AOT) . - 50 So . - ' .00 100 - 250 250 - 500 500 - 750 750 - 1000 '000 - 1250 1250 - 1500 '500 - 2000 2000 - 2500 2500+ II 2_ 9 . NWR. Rating Worksllt!et Exhibit -040 Pg. 2 of 2 STRUCTURAL CONDITION: ree of D'Slress 'Percen ta'le of Distress B. RUTTING SlIght Hoderate ~.. - 1" ~ Severe r.ro.1 tex- 1" 2 3 4 9. CORRUc;A'l'IONS Slight If'" to Js." 1 :2- 3 Hodc:rate .... to 1" 2 ) 4 Severe rl"'" 4 5 -.iL 10. RAVELING Slight 5% to 10% I 2 3 Hoderate IO'! to lr.% 2, ) Severe nnr(! th., 1 4 ~ II. ALLI GATOR Slight Less 1/8" 1 2 4 CRACKING Hodcrate 1/8" to 1/4" 2' 4 5 Severe 1.(" Ot' 1)re..1 t 4 5 7 ~ ' 12. TRAilS VERSE S" gh t l.ess I/S" :? ) 1 2 ) CRACKING Hoderate 1,Ia" to 1/4" 3 4 ' ~ Severe J.... or qrea t 4 I). LONG fTUO' HAL Slight Less 1/8" 0 1 2 1 2 3 1 2 ) CRACKING Hoderate 1/8" to 1/4" 1 2 ,1 3 ~ Severe ..... or qrCiltc.r 2 3 ) 4 5 3 4 5 11j. PATCHIHC SlIght 0 1 :I Hoderate 1 2 ) --L Severe 3 4 15. flUSH I HC s" gh t RlcocUn!J 1 2 3 HoderateOour~ Aqg. 3 4 -1L .Severe Slick 5 ROADWAY STRUCTURAL CONDITION RATiNG TuXAi.: ...1.L PROJECT IDENTIFICATION: WORXSIIEET RECAP: A. GEOMETRIC IlATlNC TOTAL B. TRAFFIC ACCIDENT KATING C. TRAt'FIC VOl.UHI~ RATING D. STRUCTU'lAL RATING TOTAL 17 "2..- 9 /0 TOTAL NWR RAP WORKSIIEET RATING '5~ ~\>- L.(CJ3.90 I~, 97 /1'7 p. J'i,/7 7-0 .;j;jj,-j~ ~-040 Ps. 1 of 2 ROAD GEOMETRICS: lIAT IIIG Pavement \I.dth C- O ) Good (1-3) , ra'r (~-7) . Poor (O-Ill) ~ Shoul ~:~ 01' dth c-----L2-) Good (1-2) , ra'r C3-") . roor CS) 5 Road Oed \II dth (- IR ) Good (1-2), ralr (3-") . Poor CS) ~ 1,.. Horbontal Alignment ,Good (1-3) . fair ("-7) . Poor (0-'0) ~ 5. Vertical Alignment Good ( l-3), fa'r ("-7), Poor (8-ioj,~ Cr.OHETRIC RATING TOTAL: "":a,h AOT "00-2000 ,. 2000 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6:' Equivalent Property Damage Only Accidents, ~ Property DamaRe Only 19 Po 19,~ I X9A2 o I ('7 / Xl -_.l- 2,")~ Three Ye~r Average Injurv Fatal o -E.- / -L2- o ~ I --L2- X 6 .x 25 6 -~ Total - 'I +3. +Lcnllth (llllles) - TRAFFIC ACCIDENT RATING: D C. TRAFFIC VOLUME: ++7~ Current Estimated AnT: 61 TRAFFIC VOLUME RATING: I 0-3 I, - 6 7. !i 10 '. 12 13 - IS 16 - 18 18 - 21 21 - 2~ 2" -27 28 - JO JOt RAP Ralln'! ,0 I 2 3 " S 6 7 8 !i 10 ACCIDENT AHO 1'AAn'IC 1\A1'ING TABLE ++ Average Dallv Traffi c '(AOT) I - SO SO' -' 100 100 - 2S0 2S0 - SOO SOD - 7S0 7S0 - 1000 1000 - l2S0 l2S0 - I SOD 1500 - 2000 2000 - 2S00 2500+ . NAp Rating Worksheet Exhibit -040 Pg, 2 of 2 ROAD~AY STRUCTURAL CONOITION: ypes 0 DIstress De ree of DIstress PcrccntaC)c of Distress 1 - IS? 16-30? 31% + 8. RUTT J NG 5 If gh t Hoderolte ~.. - I" 1 Seve re r-ro..~ tex- I" 2 3 4 9. CORRUGAT.IONS SlIght J..... to ~ff 1 ' :2- 3 Moderolte ~.. to 1" 2 3 4 Severe n""t 4 5 10. RAVELING SlIght 5% to 10% 1 :1 J Modera tc lO'! to 15% 2, J Severe nnr~ th.-, 15 4 II. AL LI GATOR SlIght Less 1/8" 1 2 4 CRACKING Hodcr" te l/R" to 1/4" 2: 4 5 Severe \" 0(" ')'r&, t 4 5 7 12. TRANSVERSE S If gh t r .ess l/Il" 2 3 1 2 3 CRACK I NG Hoder"te 1/a" to 1/4" 3 4' Severe J.." or qrea t 4 13. LONG ITUD I flAl SlIght Less 1/8" 0 1, 2 I 2 3 1 2 3 CRACK I NG Moder"te 1/8" to 1/4" 1 2 ,1 3 Severe "'1, or qrG:ttc.r 2 3 3 4 5 3 4 5 I~. PATCHING Slight 0 1 2 Hodcr"te 1 2 3 Severe J 4 IS. FLUSHING SlIght R1coclin'l 1 2 3 HoderateOourse Aryg. J 4 -Severe Slick 4 5 ROADWAY STRUCTURAL CONDITION RATING :rurAl.: ;(/1 It E. PROJECT IDENTIFICATION: WORKSIIEET RECAP; A. GEOMETRIC 1lJ\"INC TOTAL 8. TRAFFIC ACCIDENT RATING C. TRAFFIC V()(.u~m RATING D. STRUCTUIL\L RATING TOTAL 36 t? I () TOTAl. N'WR RAP WORKSIIEET RATING "37 ,'?::>eA~,e fjJCCt.'r- J3: D. fji;ibl-t :'-040 Pg, I of 2 ;Z ,0:::) -. +00 ROAD GEOMETRICS: ~ r~verncnt \II dlh (- -Z 2... ) Cood (1-)). r~lr (~-7) . Poor (8-10) .-2- Shoul der \II dth (- -=:L) Cood (I-Z) . f~lr ()-,.) . Poor (5) ~ Ro~d Bed \II dth (_ 30 ) Cood (1-2) . f~lr ()-,.) . Poor (5) 2- ~.."orl%onta1 AlIgnment ,Cood (1- )). fal r (~-7l. Poor (8- I 0) ~ 5. VertIcal AIlgnmcnt Cood (1-3). faIr ( ~-7l. Poor (8-ioj ,-2- Gf.OMETRIC RATINC TOTAL: \l ADT ~OD-ZOOO > 2000 <20 "22 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6:' Equivalent Property Daruage Only Accident". Three Yefir Ayerage Total - -1QJ3 Propercy DamaRe Only I I -z.- L{ X 1 -_iL- ~,?7, In1ury / () () I X 6 /., Fatal -D- -1L ~ -2- X 25 -JL ~L- .:-e--' ~ 19 19 Pd !9 9,7........ +Lenllth (I1lUes) TRAFFIC ACCIDENT RATING: C. TRAFFIC VOLUME: ++7'; Current Estimated ADT: ., Lf '-I 6 TRAFFIC VOLUME RATING: 9 0-) Ij . 6 7 - ~ 10- IZ 13 - 15 16 - 18 18 . 21 21 - 2~ 2/j - 27 28 . )0 )0+ RAP Ratln'! ,0 I 2 ) Ij 5 6 7 8 ~ to ACCIDENT AND "MFFlC RA1'lNG TABLE ++ Average DOl I1V TraHi c '(ADT) 'I . 50 50'.'100 100 - 250 250 . 500 500 . 750 750 . 1000 1000 . 1250 1250 . 1500 I SOD - 2000 2000 - 2500 2500t . NWR~P Rating Worksh~et Exhibit -040 Pg. 2 of 2 ROADWAY STRUCTURAL CONDITION: De rcc of Dlstrcss PerccntaClc or Distress 1 - 15\ 16-3n\ 31'& + 8. RUTTING Slight Moder.He "s," - 1" -L Severe ('.ro..~ tar 1" 2 3 4 9. CORRU(';A't'IONS Slight '." to ~" 1 :2' 3 tIoderatc ~" to 1" 2 J 4 Severe n,.,t 4 5 0 10. RAVELING Slight 5\ to 10% 1 2 3 Hoderate 10'1 to 15\' 2, J Severe nnr~ th.~ 4 2- II. ALL! GATOR Slight Less I/O" 4 CRACKING Moderate 1/8" to 1/4" 5 Severe ll" or ryreat 7 ~ , 12. TRANSVERSE Sligh t Jess 1/13" :! J 1 2 3 CRACKING Moderate 1/8" to 1/4" 3 4 ' Severe '.... or qrea t 4 ~ 13. LONG ITUO I HAL Slight Less I/O" 0 1 , 2 1 2 3 1 2 3 CRACKI NG Hoderate 1/8" to 1/4" 1 2 ,1 J 2..- Severe ..". or qrcutcr 2 3 3 4 5 3 4 5 I~. PATCHING Slight 0 1 2 Moderate 1 2 3 Severe 3 4 ~ 15. flUSHING Slight R1cocting 1 2 3 ModerateOourze ~g. 3 4 () -Severe SlicJc 5 - ROADWAY STRUCTURAL ~ONDITION RATiNG IurAL: -LL PROJECT IDENTIFICATION: WORKSHEET RECAP: A. CEOMETRIC RA1'lNC TOTAL B. TRAFFIC ACCID~NT RATINC C. TRAFFIC VOLU"" RATING D. STRUCTURAL RATINC TO'rAL 17 o CJ /0 TOTAL NWR RAP WORKSHEET RATING "3/:" . Nwflt,\P Rating Worksheet Exhibit -040 Pg. 2 of 2 ROADYAY STRUCTURAL CONDITION: ypes 0 DIstress De rce of Dlstrcss Pcrcenta'le of Distress 1 - 1St l6-30t 3U + B. RUTTING Slight " - Hoderate ~.. _ 1" 1 ~ Severe r.ro..-. tcr I" 2 3 4 9. CORRUC;A'l'IONS Slight ..... to l:i," 1 :2-' 3 Hoderate 1j" to 111 2 3 4 Severe n"\,,t 4 S ~ 10. RAVELING Slight St to 10% 1 2 3 Hoderate ID'! t.:> 15t 2, 3 Seve re nnre tho." 15 4 ~ II. ALLIGATOR Slight Less 1/8" 1 2 4 CRACKING Hoderate 1/R" to 1/4" 2: 4 5 0 Severe ~" or <yre..-. t 4 S 7 , 12. TRANS VERSE Sligh t J.ess 1/8" :? 3 1 2 3 CRACKING Hoderate 1/8" to 1/4" 3 4 ' 0 Severe J.." or qreat 4 I). LONG ITUD IIlAL Slight Less 1/8" 0 1, 2 1 2 3 2 3 CRACKING Hoderate 1/8" to 1/4" 1 2 ,1 3 ~ Severe It". or qrcatc.r 2 3 3 4 S 3 4 S I~. PATCHING Slight 0 1 2 Hoderate 1 2 3 ~ Severe 3 4 IS. FLUSHING Slight 1l1ccrling 1 2 3 HoderateOOur5e ~g. 3 4 2 -Severe slick 4 5 ROADWAY STRUCTURAL CONDIT'rON RATING TU1:AL: ..:i..- PROJECT IDENTIFICATION: E..AST QUIL.C6.-)./6 J2..D,) OS /'iClTc M.R j, B 3 -' 2: , '-I S 7f L06- 3,2750 F. WORKSHEET RECAP; A. GEOMETRIC RATING TOTAL B. TRAFFIC ^CGID~NT RATING G. TRAFFIC VOLUMI; RAT ING D. STRUCTUllAL RATING 'I'OTAL ?r> o , y '33 TOTAL NWR RAP WORKSHEET RATING t)EF-)VC-e "\../'~(.....L_c-j-. fcD ,i'" .!V.Jp 0.0:" ~ 2,(2)0 ROAD GEOMETRIes: .E~i;ib-i-t -040 Pg, 1 of 2 ~ *1. Pavement III dth (. 7~"2... ) Good (1-)). fal,. (I,-7) . Poor ( 8-10) -2- shoul de,. III dth (. -=L-) Cood (1-2) . r"lr ()-4) . roor (5) .....!L.- Road Ped III dth (. ~O ) Good (1-2) . r"lr ()-4) . Poor (5) ~ ,.., Horizontal Alignment ,Cood (1-)). r"lr (4-7). Poor (8-10) ~ (: S. Vertlc,,1 A1Ignmcnt Cood (1-)). ralr (4-7). Poor (8- i oj ~.' Cr.OHETRIC RATING TOTAL: 17 AOT 400-2000 > 2000 .:20 "22 GEOMETRICS RATING TABLE 19...&Q 19.Ji.L 19 ~'Z. Lf I o 5" Xl Average Fatal (~ -2- -.!2:..... -As ~~ 7, '?33... Total - r7 +3 -_5:.- 5,{, 7 TRAFFIC ACCIDENT RATING: (:) C. TRAFFIC VOLUME: ++7'; Currcnc Estim"ted ADT: -z.L{ /.../ b TRAFFIC VOLUME RATING: 9 "Equlv. Property O",nage ....!!!!.!y Accidents/HI Ie . ...- ' o - ) Ij - /; 7 - 9 10 - 12 I) 15 Ie. 18 18 21 21 21, 24 - 27 28 - )0 )0. RAP Ratl",! ,0 I 2 ) Ij S /; 7 B 9 \0 ACCIDENT AND 1'RhFJ'IC RATING 1'APLE ++ Average Dally Tr..ffi c '(ADT) 'I - SO 50' - ' 100 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500. ,.~ NWR" Rating Worksht:et Exhibit -040 Pg. 2 of 2 5 T RUCTURAL CONDITION: Distress Pcrcentat)e of Distress + 8. RUTTING Slight Hoderate 2- Severe I" J 4 9. CORRUGA'l'IONS Slight J." to ~.. :2- J Iioder.1tc ~" to 1" J 4 Severe rt,,,t 4 5 ~ 10. RAVELING Slight 5% to 10% 1 2 J Moderate 101 to 15% 2, J Severe rrnrn tho, 1 4 II. ALl! GATOR Slight Less 1/8" 2 CRACKING Hoderate l/B" to 1/4" 4 Severe ~" or 'JI'e..'l t 5 .:.b- , 12. TRANS VERSE 5 light Jess 1/13" CRACKING Hoderate 1/B" to 1/4" 0 Severe J.." or qreat 13. lONG ITUDI HAL Slight Less l/S" 1 2 I 2 3 1 CRACKING Moderate l/B" to 1/4" I 2 ,1 3 "2- Severe It", or qrOc:ltcr 2 J J 4 5 3 4 5 I~. PATCHING Sligh t 0 1 2 Hoderate 1 2 J --12 Severe J 4 IS. flUSHING Slight Jllco:Un9 1 2 3 Hoderate O:lur::e Njg. 3 4 0 -Severe Slick 5 ROAIlWAY STRUCTURAL ~ONDITION RATiNG Tu:J:AL, S- PROJECT IDENTIFICATION; WORKSHEET RECAP; A. GEOHE'rRIC It.\TlNG TOTAL B. TRAFFIC ACGID~NT KATING C. TRAFFIC VOLUH~ RATING D. STRUCTUIt.\L RA'I'lNG 'l'O'rAL 17 o CI 5 TOTAL NWII. RAP WORKSHEET RATING "5 , -040 Pg. 1 of 2 ROAD GEOHETKICS: ~ *,. p.,vcmcnl "'Idlh (- "'ZD ) Good (1-)). r.,I r (~-7) . Poor ( 8 - 10) ~ Shoulder lildth (-~) Good (1-2) . r"lr ()-Io) . Poor (5) ~ Road Ped \11 dth (-~ Good (1-2) . r"lr (3-10) . Poor (5) ~ If..llorlzon',tal Alignment ,Cood (1- 3), 1',,1 r (4-7), Poor (6- I 0) ~ 5. Vertical AIIgnmcnt Cood ( l-3), ral r (4-7) . Poor (6-ioj ,~ Cr.OHETRIC RATING TOTAL: /5 ADT 400 -2000 > 2000 Good 20+ 22+ 24+ <20 "22 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6:' Equivalent Property DaItlage Only Accidents. Three Year AveJ:age ~ Property Damage Only Injury ~ 19 ~O D D ~ 19 ,C; I () CJ ---12- I9F7 0 () -1L Total A n ~3 X I X 6 - 11 to -~ 7) +Lcnr.th (miles) ----.x25 = J::L ~_. ~ TRAFFIC ACCIDENT RATING: o C. TRAFFIC VOLUME: ++7'; Currcnt Estimated ADT: 2/'10 TRAFFIC VOLUME RATING: "2- -tEqulv. Property Da,nagc Onl Accidents/Hllc .,.. ,_, 0-3 " - fj 7 - 9 10 - 12 13 - 15 1& - 16 18 - 21 21 7" 2" - 27 28 - )0 30t- RAP Ratloq ,0 I 2 3 " 5 Ii 7 8 9 10 ACCIDENT AND 1'RAFFIC RATING TABLE ++ Average Da Ily Tr"ffi c '(ADT) I - 50 50 - 1 00 100 - 250 250 - 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500+ . NW~P Rating Worksh"et Exhibit -040 Pg. 2 of 2 ROADWAY STRUCTURAL CDI/O IT I ON: ypes 0 Distress De ree of Distress PerccntaCJc of Distress - IS'/, 16-30'/, 31% + B. RUTTING Slight Hoderolte ~.. _ 111 1 Severe (''''00.'1 tar I" 2 3 4 2- 9. CORRUGA'l'IONS Slight 1;" to ~tI 1 ':2- .. 3 Modcratc 1;" to 1" 2 3 4 Severe n-n'" 4 5 '"::.> ---'- 10. RAVELING Slight 5'/, to 10% 1 '- 3 Moderate 10'! t..::> lr.'/, 2, 3 Severe nnrn tho, 15 4 -.f2 II. ALl! GATOR SIlgllt Less 1/8" I 2 4 CRACKING Modcrate 1/E1" to 1/4" 2: 4 5 Severe It" or l)Te..'1 t 4 5 7 ""2- '12. TRANSVERSE Sligh t Tess 1/8" :? 3 I 2 3 CRACKING Moderate 1/s" to 1/4" 3 4' Severe J." or qreat 4 JL 13. LONG ITUD I HAL 5 light Less l/B" 0 1, 2 I 2 3 1 2 3 CRACKI NG Hoderatc I/B" to 1/4" 1 2 ,1 3 'Z.... Severe 1;'1. or qrCiltc.r 2 3 3 4 5 3 4 5 lit. PATCHING Slight 0 1 2 Moderatc 1 2 3 -L Severe 3 4 15. FLUSH ING Sligh t nl ca:'I.in~ 1 2 3 ModcratcCbur~ ~g. 3 4 ---L "S eve re Slick 5 ROADWAY STRUCTURAL CONDITION RATING TU~: ~ E. PROJECT IDENTIFICATION: c-o'r'LE ;Zp, d),P. 0,00- 2.'5"6 ~m:rrc: LD6 di '-/0390 F. WORKSHEET RECAP: A. GEOMETRIC IlATING TOTAL B. TRAFFIC ACCID~NT RATING C. TRAFFIC VOJ.UM" RAT [NO D, STRUCTUllAL IlA'l'ING TOTAL /S o --;> 9 TOTAL NIlR RAP WORKSIlEET RATl~G 26 .. ,.-"" F]nC)\e~ ~\:::,. 9'5'2.70 eXhibit -040 Pg. 1 of 2 ROAD GEOMETRICS: /17.(, :;:.'05 10 51'3:::- ~ "I. Pave-men t IIldlh (_ LZ-- ) Cood (1-)) . r,,1 r 1"-7) . Poor (8-10) ~ Shoulder IIldlh (-~) Good (1-2) . r" I r ()-,,) . Poor (5) ~ Road Bcd \II dth (_ '3,D ) Good ( l-2 ). f"lr ()-,,) . Poor (5) -=L "" /Iorlzonlal Alignment Cood (1-)). fair '''-7) . Poor (8-10) ~ 5. Verllcal AlIgnment Good ( 1-3). fair ("-7) . Poor (8-ioj ,~ Cr.OHETRIC RATING TOTAL: II AOT "00 -2000 > 2000 <20 0<22 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6:. Equivalent Property Damage Only Accidents, Three Year Ayerage ~ Property Damage Only ~ ~ n 19 Fin 19~1 r9~ -z: n (") \ I x"l a_L- 7. ~ ---6- -LL. --L2. .x 25 +3 I "::> x 6 If) (miles) = -L:L Total ..... \9 +Lcnnth TRAFFIC ACCIDENT RATING: ~ C. TRAFFIC VOLUME: ++7'; Current Estimated ADT: 10 z. g TRAFFIC VOLUME RATING: ~ o - J ,. - 6 7 - 9 10 - 12 I J 15 16 18 18 21 21 2" 2" - 27 28 - )0 30.. RAP Rat In'l ,0 I 2 3 ~ 5 6 7 8 9 10 ACCIDENT AND TRAFFIC RAnNG TABLE ++ Average Dally Traffi C '(ADT) I - 50 50 - lOa 100 - 250 250 - 500 500 - 750 750 - 1000 10DO - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500.. ,-" . . NWRep Rating Worksh..et Exhibit -040 Pg, 2 of 2 ROADWAY STRUCTURAL CONDITION: De ree of DIs 1 rcss PercentaC)e of Dlsrress 1 - 15\ 16-JO% 31\ + 8. RUTTING Slight ( Moderate ~" _ I" Seve re r.ro., tar I" 2 3 4 ---L- 9. CORRUGA'l'IONS Sllghl JON to 1:.." h ) :2' 3 Hoder.1tc 1:1" to 1" 2- 3 4 .--L Severe r.."f- 4 5 10. RAVEr.ING Slight 5\ to 10\ 1 2 3 I10derate 10'~ to 15\ 2, 3 -D Severe nnrf'! th"l I 4 II. ALll GA TDR. Slight Less l/B" 1 2 4 CRACKING Hoderale l/ft" to 1/4" 2: 4 5 -L Seve re ~" 0(' 'JI"ea t 4 5 7 , 12. TRANSVERSE SlIght J..ess l/fl" :! 3 1 2 3 CRACKING Hoderate 1/8" to 1/4" J 4' 0 Severe '.... or qreat 4 13. LONGITUDINAL SlIght Less l/B" 0 1 . 2 1 2 3 I 2 3 CRACKI NG Hoderate l/B" to 1/4" 1 2 ,1 J -.L Severe 'too, 0(' qrCiltcr 2 3 J 4 5 3 4 5 14. PATCHING SII!)ht 0 1 2 1I0dcrate 1 2 3 () Severe 3 4 15. flUSHING SlIght Jllcoc\ing 1 (;) 3 1I0deraleOour~ Aqg. 3 4 Z -Severe slick 5 ROADWAY STRUCTURAL CONDITION RATiNG 'Iu:J:AL: JL.. PROJECT IDENTIFICATION: WORKSHEET RECAI'; A. GEOMETRIC RA"INC TOTAL B. TMFFIC ACCIDI,NT RATING C. TMFFIC VOLUME RA'I'lNG D. STRUCTUllAL RA'I'ING TOTAL \ l () (... (I) TOTAL NWR RAP WORKSIlEET RATING (-':,,'.z';> <t. /- P: f A9 Ie r<... R:V. s-.3S- *' 7. fJ5 95",,70 ROAD GEOMETRICS: e;i;1j,-1-t ::040 Pg, 1 of 2 ~ Pavement III dth (- (... L.. ) Cood (1-)). fair ("-7) , Poor (6-10) -2- Shoulder IIldth (--'L-) Cood (1-2) , ralr ()-,,). roor (5) -':::L Road Bcd III dth (-..2..9-> Cood (1-2), ralr ()-It) , Poor (5) ~ It.. Horizontal AlIgnment ',Cood (1-)). ralr (It-7). Poor (0-10) 6 5. Verllcal A1Ignmcnt Cood ( 1-3). Fair (It-7) , Poor (O-io) ,-12-- . CEOMETRIC, RATINC TOTAL: 1\ ADT "00 -2000 > 2000 "20 c22 GEOMETRICS RATING TABLE B. TRAFFIC ACCIDENTS: +6:' Equivalent Property Damage Only Accidents, ~ Property DamaRe Only I':::> C) (') I I X I I '-I, ,?"/;> Three Ye~r Ayerage Injury ~ z- --D- (', -6- () --1::L -LL .x 25 --12- +Lcngth (miles)" ----L2~ 1"'2..- X 6 I-z.... 19 i3C2. 19ELL I9 p, ;:; Total . +3 TRAFFIC ACCIDENT RATING: ~ C. TRAFFIC VOLUME: +H'; Current Estimated ADT: /02<0 TRAFFIC VOLUME RATING: b o - ) " - & 7 - 9 10- 12 l3 - IS 16 - 18 18 - 21 21 - ,.. 2" - 27 28 - )0 )0" RAP Rallnq ,0 I 2 ) " S 6 7 8 9 \0 ACCIDENT AND 1'RAHIC !U\1'ING TAllLE ++ Average Dally Traffi c '(AOT) 'I - 50 50 - 100 100 - 250 250- 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500.. 1l.,f/DC?7ilo-v/ t!_/.:.. ' t: D ' . Exhlblt -040 Pl;. 1 0; 2 ,SmiE 06 H 52340 ~ Pavement IJldth (_ C c.... ) Cood (1-)) . r", r (~-7) . Poor (B-IO) k ~~2. Shoulder IJldth (-~) Cood (J -2) . r,,1 r ()-~) . Poor (5) --.::L /load Bed lJldth (- "'2.9 ) Cood ( 1-2). faIr ()-4) . Poor (5) ~ ~..HorI20ntal AlIgnment " (1-)) . (~-7) . ,Cood ral r Poor C B-1 0) "2.- 5. VertIcal AlIgnment Good (1-)) . fa'r (~-7) . Poor c8-ioj ,---3::..- Cr.OHETRIC RATING TOTAL: /'-1 <20 "'22 GEOMETRICS RATING TABLE Equivalent rroperty Damage Only Accidents, Three Ye~r Ayerage Year Property DamaRe Only ~ Fatal 19 -8Q I Z. _:z;;;.- 19 .JiLfl?- tZ) j?)" X9 -1i3::: I CJ 0 ' -a... 0 Xl X6 ~ Total a -.i..::LJ3 = = _ "2-- 4.7 1 "2.- ~Lcnr.th (miles) -8_ TRAFFIC ACCIDENT RATING: ~ C. TRAFFIC VOLUME: -++7'; Current Estim"ted ADT: L./ 7 ( TRAFFIC VOLUME RATING: 3 -iEqulv. Property O"..age Onl Accidents/HI Ie . ..._, o - 3 Ij - /) 7 - 9 10 12 13 15 IG 18 1 B 21 21 24 24 - 27 28 - )0 )0+ RAP RatlnQ ,0 1 2 3 ,. 5 G 7 8 9 10 ACCIDENT AND TRAFFIC RAl'lNG TABLE ++ Average Dally Troffi c '(AOT) 'I - 50 50 ' - ' 100 100 - 250 250 '- 500 500 - 750 750 - 1000 1000 - 1250 1250 - 1500 1500 - 2000 2000 - 2500 2500t . NW'RAP Rating Worksh"et Exhibit -040 Pg. 2 of 2 STRUCTURAL CONDITION: of Olslrcss PcrccntaCJc or Distress 1 - 15% 16-30% 31% + B. RUTTING S If ght Hoder~te ~n _ 1" 1 -1!2 Severe: ("~o.1 tar l.f 2 3 4 9. CORRUGA't'IONS Slight l..... to Jrs.1I 1 ':2' ,.. 3 Hader,) tc ...... to 1" 2 3 4 "L Severe rt,.,t 4 5 10. RAVEr"ING Slight 5% to 10% 1 :1 3 Modera tc 10'1 to:> 15% 2, 3 Severe rrnrn tho", 1 4 JL II. Alll GATOR Slight LegS 1/8" CRACKING Modcrate l/B" to 1/4" Severe \(" 0[' l)T&'l t JL 12. TRANS VERSE Slight Tess l/B" CRACKING Moderate 1/B" to 1/4" -1L Seve re J.." or qreat 13. LONGITUDINAL S" ght Less 1/8" 0 1, 2 I 2 3 CRACKI NG Moderate 1/8" to 1/4" 1 2 ,1 3 JL Severe 'fIt. or qrrotcr 2 3 3 4 5 3 4 5 14. PATCtllNG Slight 0 I 2 Moderate 1 2 3 --12- Severe 3 4 15. HUStliNG Sligh t fIlccrli.nCJ 1 2 3 ModcratcOour~ Aqg. 3 4 -Severe Slick 4 5 "Z...- ROAllWAY STRUCTURAL CONDITION RATING TU:J:Al.: ....::L PROJECT IDENTIFICATION; .J:1)./Dt::e~ '-Ie, /2(;>, 'S77'1TE LOe, 'J:i 5234-0 WORKSHEET RECAP; A. GEOMETRIC 1lA'I'INC TOTAL 8, TRAFFIC ACCIDENT RATING C. TRAt'FIC V()LU~m RAT [NG D. STRUCTUltAL RATING TOTAL /'-1 o -::s 'i TOTAL NWR RAP WORKSIIEET RATING "'2.- \ -- r I .., 'I I ,- ,,:--, , L L ....,---".1 -1j .,"(' . VOUCHEr.: AF'PI~t1V,~l, . WIS, THE UNDEf~SIGNEIt BllAI'D OF COUNTY COMMISSIONEHS OF ,JF:FFEI'WON COUNTY, WASHINGTON, DO HEf(EIW Cr::r.:TIFY THAT THE MEI~Cf"r-.NDI!:;r::. 01' SERVICES 1"II~f~F:J:I~A''''n,:f, SPECIFIF-lI I"IAVE BEEN RECEIVED AND nh"'T VDUCHEf~S NO. THl'mUGH NO. ARE APPROVED FOH F'AY~lENT IN THE ,'>MOUNT OF THJ:!:; DAY OF 1987. SOLID WASTE FUN!:i ~-,--,-_..,-- ~'?1 . rlr.:'("'F'MT:lr.:"!::. \~87 MONTH ""-,~-,----,-,--"---_..,-----""-,.." COMMIS8InNEI:~ -,.._~,~~~-~~-~~~~:,&t~"aPe- DEPART'MENT HEAD ~~.'~. ~~;~~;~~;~~-'~--_.._..,-'-'-_.........---'----,..- VOUCHER NO. Cl.AIMANT AMOUNT ---------------.----.----___.__.._NN____.....____M.__.__-.--------.....-----.----..----------.--.----.-.--.-.-'---....-.-.--.-.---... AWC100 " AWC " 120.00 BAY150 " It.. A.. s. E:,. /BAYSHOF<E ENTEHPI::':ISEE; ," S93.. j.t> BRE700 " MARGUEI:~ I TTE C Bf~ESIUN ,. 6() .. ~5:5 BR0400 " I<EN Br.:oWN I::LECTR IC " 90.01 CAM200 ,,. CAMPBELL n,ACI<S 0(, 579.53 DOB100 " I:tOBSDN'IS INC .)( 36.~~:( EME200 " EMEI:~SON 13M DIESEl., " :t 78. 5ti IND100 " INDUSTRIAL ''<:EFlJ!:;E SYSTEM " 76.t,)7 .JCF-200 ." .JC El~UIP RENTAL REV FUN!:i " 1,044. 7:~ L~L100 " L~L TOOL .)(. :1.6.1.7' MAS100 " 11ASON COUNTY puro '['l '.' !54.:t8 MUR100 " MLJf~F':A Y AUTO F'Ar~T~:; INC ,)f ::)4.4fl 0J.I_100 0( OIL HEAT CO OF PA INC 0(, j,40. j,:;~ OLY300 .,.,~ OLYMPIC LAUNDRY b CLr:::ANEI'~S, INC 'l(. ~1j, .88 F'AC100 ,,. PACIFIC NORTHWEST BELL " 240.77 F'EN400 ", PENINSULA GLASS CO " 1.2.27 PE0100 ." PEOPLES NATIONAL BANI< ", 19.6~j POR400 ", PORT TOWNSEND I_EADER .)(. :l ~~o . ()-;~ F'RI050 ,,. AIH PRICE ,,. j,6.00 PIU060 ... MARGAI'~ET PRlcr:: .)(. t:?. ()(', F'UDI00 ," pun \~1 - Gr~AYS HARBOR COUNTY .' 72.00 F'UG100 ... PUGET POWER ". 264,.1.>:t SCH050 '. SUSAN SCHAUER .,. :\4.00 SINI00 " BINCO ," !:i:J.9,.f'37 SF'E200 * SPEEDY OFFICF- !:11:;:f~V I CF.-:t:i ", :1.2b.f:i'B SUN200 SUNSET WIm: ROPI: co " 90.96 SWEI00 ", SWF-ET . EmJARDf:l b ASSOC. , :r.NC. ... :1.,,9:17..64 THOI00 .. THOMAS OIL. CO .. 2F.Jl.~~) UNI400 .. UNITED 'rEl_EPHONE: co ". 43..:.?2 WAS350 " l"'ASH. ST. I',:NVI F,(JNME:NT,~I., HEALTH " 20.00 WES300 .. WESTI\TE n~ACTO" CD " fJ5.4~7 WOR300 '" I_ECINA WOI<THINGTON .. '.6.00 WST600 ... WASHINIHON BTA'T'E Tf~EA~,lJm::l'~ 1, ", 43.8-\ .. '. .. ,. 6) 90B . 26.)(. . VOUCHER AF'PROVAI_ . WE, THE UNDERSIGNED BOARD OF COUNTY COMMISSIONERS OF JEFFEr~SON COUNTY, WASHINGTON, DO HEREBY CERTIFY THAT THE MERCHANDISE OR SERVICES HEREINAFTER SPECIFIED HAVE BEEN r~ECEIVED ANtI THAT VOUCHERS 'NO. THROUGH NO. ARE APPROVED FOR PAYMENT IN THE AMOUNT OF THIS DAY OF 1987. SOLID WASTE FUND CHAIRMAN. COMMISSIONER OCTOBER 1987 ---~~~~---------------- MONTH COMMISSIONER ---~~~~-~:_~~~:_-~~~~~ DEPARTMENT HEAD _d:--:=~ - __L~~___ ~~:~~~~ VOUCHER NO. . CLAIMANT AMOUNT ALB200 .. AL BOLSER TIRE STORES . 2,.414.37 B~E100 .. B ~ E ENTERPRISES .. 879.64, BAY1S0 .. B.A.S.E./BAYSHORE ENTERPRISES . 460. HI CAR100 .. CARLEY'S .. 28.13 CAR300 .. CARL'S BUILt'ING SUPPLY . 40.01 COA1S0 .. COAST TO COAST HDWR . 49.56 DOB100 .. tlOBSON'S INC . 119.18 FOU100 . FOUR SEASONS WELDING .. 226..38 GEMI00 .. GEM HYt'RAULICS . 76.92 JCE200 . JC EQUIP RENTAL REV FUND .. 668.22 JCR1S0 .. JC ROAt'S PETTY CASH . 5.13 MAS100 . MASON COUNTY PUD +1 .. 45.04 MURI00 .. MURRAY AUTO PARTS INC . 208.43 OILI00 .. OIL HEAT CO OF PA INC .. l,71.01 OLY300 .. OLYMF'IC LAUNt'RY t. CLEANERS,INC . :U.88 PRIOSO .. ART PRICE .. 16.00 PRI060 .. MARGARET PRICE . 12.00 PUG100 .. PUGET POWER .. 72..29 REN200 .. RENTON COIL SPRING CO. . 270.79 SAN200 .. SANt'Y' S CHEVRON . 9.39 SCHOSO .. SUSAN SCHAUER .. 16.00 SWE100 .. SWEET, EDWARI'S t. ASSOC., INC. .. 5,098.74 TH0100 .. THOMAS OIL CO . 339.89 UNI140 .. UNITEC CORP .. l,99.43 UNI400 .. UNITED TELEPHONE CO .. 36.77 WOR300 .. LEONA WORTHINGTON .. :1.8.00 WST600 .. WASHINGTON STATE TREASURER 1 .. 47.99 .. .. .. ;tA4~ .. 11,55t.57* .. Ul~4;j .. .. .. I'~ .. .. .. .. ~ ^ "\,. \.... ;.-.Ili . VOUCHER APPROVAL . WE, THE UNDERSIGNEIJ BOARD OF COUNTY COMMISSIONERS OF JEFFERSON COUNTY, WASHINGTON, DO HEREBY CERTIFY THAT THE MERCHANDISE OR SERVICES HEREINAFTER SPECIFIED HAVE BEEN RECEIVED AND THAT VOUCHERS NO. THROUGH NO. ARE APPROVED FOR PAYMENT IN THE AMOUNT OF THIS IIAY OF 1987. SOLID WASTE ~~~~~ CHAIRMAN~~~~SIONER FUND OCTOBER 1987 ---~~---------------- MONTH COMMISSIONER GARY A. ROWE ~ al?_ -~--------------~-~----- DEPARTMENT HEAD ~~_!.::::._~-- VOUCHER NO. CLAIMANT AMOUNT ------------------------------------------------------------------------------.-- ALB200 * AL DOLSER TIRE STORES * 190.13 DAY100 * BAYSHORE ENTERPRISES * 338.72 CAR100 * CARLEY'S * 20.47 COL070 * HAZEL COLBY * 28.80 DOB100 * DOBSON'S INC * 35.80 FRA300 * FRAY EClUIPMENT . 424.31 GEM100 . GEM HYDRAULICS . 11.81 G00200 . GOODMAN INC * 34.30 HAD100 * HADLOCK BUILDING SUPPLY * 253.55 IND100 * INDUSTRIAL REFUSE SYSTEM . 28.33 JCE200 * JC EQUIP RENTAL REV FUND * 696.94 KIN1::i0 . KING HYDRAULIC MARINE . 1,487.64 MAS100 . MASON COUNTY PUD ~1 * 53.82 MOR120 * FRANCES M. MORGAN . 23.20 MUR100 * MURRAY AUTO PARTS INC . 30.70 OIL100 . OIL HEAT CO OF PA INC . 44.64 OLY:300 * OLYMPIC LAUNDRY ~ CLEANERS,INC . 32.66 PAC100 * PACIFIC NORTHWEST BELL * 121.80 PAU100 . PAUL'S TIRE REPAIR * 33.42 PE0100 * PEOPLES NATIONAL BANK . 20.33 POR400 * PORT TOWNSEND LEADER * 9.28 PRI050 * ART PRICE * 16.00 PRI060 * MARGARET PRICE . 16.00 PUD100 . PUD +1 - GRAYS HARBOR COUNTY * 72.00 PUG100 . PUGET POWER * j,39.76 ClED100 * QED ENVIRONMENTAL SYSTEMS INe . 6,454.74 SUN200 * SUNSET WIRE ROPE CO * 191.59 SWE100 * SWEET,EDWARDS ~ ASSOC.,INC. . 28,512.91 TH0100 . THOMAS OIL CO . 309.90 TH0350 * IRENE THOMPSON . 12.00 UN I 0400 * UNITED TELEPHONE CO Tl.-/.7: .I * 37.43 W9R299 . J81 II I WElRTHINBT614 - l6.00 WST600 * WASHINGTON STATE TREASURER 1 * 55.13 * Yd-tA-tl ?J; t1b,k/' . HM/6o * t/f7f5Z. 'j-X~i~:';:~;Yt-r~i:!,;~r:i~ ;, '........- . VOUCHER APPROVAL . WE, THE UNDERSIGNED BOARt! OF COUNTY COMMISSIONEI":S OF JEFFERSON COUNTY, WASHINGTON, DO HEREBY CERTIFY THAT THE MERCHANDISE OR SERVICES HEREINAFTER SPECIFIEI' HAVE BEEN RECEIVED ANI' THAT VOUCHERS NO. THROUGH NO. ARE.APPROVED FOR PAYMENT IN THE AMOUNT OF THIS DAY OF 1987. SOLID WASTE ~----- FUNI. AUGUST 1987 --~~~._----------'------ MONTH COMMISSIONER GARY A. ROWE.;?L.-aR~ ---------------~----- DEPARTMENT HEAD _~~_L!c:.~~~ COMMISSI~ER . VOUCHER NO. CLAIMANT AMOUNT ____________________________________________________________________MM___________ CAR100 * CARLEY'S * 143.29 CAR300 * CARL'S BUILDING SUPPLY .. 12.89 DAN100 * IIANSCO INDUSTRIAL SUPPLY * 128.71 EAR200 * EARLEY TIRE CO .. 231.23 FOU100 * FOUR SEASONS WELDING * 259.5.2 GEM100 * GEM HYDRAULICS .. 38.89 GRC200 * GRCDA .. 50.00 HAD100 .. HADLOCK BUILDING SUPPLY .. 377.96 JCE200 * JC EQUIP RENTAL REV FUND * 879.27 JER100 .. JERRY'S RAIiIATOR * 64.68 KIN150 .. KING HYDRAULIC MARINE * 1,832.60 MAS100, .. MASON COUNTY PUD >:01 .. 35.68 MUR100 .. MURRAY AUTO PARTS INC * 55.27 OLY300 .. OLYMPIC LAUNDRY * 21.56 PAC100 .. PACIFIC NORTHWEST BELL * 125.37 PAU100 .. PAUL'S TIRE REPAIR * 13.58 POR400 .. PORT TOWNSEND LEADER * 17.92 F'RI050 .. ART PRICE * 20.00 PRI060 .. MARGARET PRICE * 18.00 PUG100 * PUGET POWER * 109.38 RED075 .. RED BARN RADIATOR * 7:5.46 REE100 .. REEI'S * 48.07 TH0100 .. THOMAS OIL CO * 345.01 TH0350 .. IRENE THOMF'SON * 4.00 UNI400 .. UNITEI' TELEPHONE CO * 38.93 WAS550 .. WASTE RECOVERY, INC. * 1,400.00 WOR300 .. LEONA WORTHINGTON * 20.00 WST600 .. WASHINGTON STATE TREASURER 1 * 61.16 * * .. * 6,428.43* * * * * .. *