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. 1- , . I . I . L - .J~/ .... ,.~\, 'I~ ')/1 \'..:10 ST.ATS OF 7iAS'RI1I(}'rON . _EPARTMENT OF,ii~:;rWAYS , I Port Ange 1es ,':;iash. December 4, 1935 F'O,l'-':\.o;:- (' .or... ";III';'~"r W. A. Bugge, Engineer of Jefferson County Port Townsend, Wash. Deer Sir: We have been requosteCi by J. W. Hamilton, District; Engineer, to make an 1nspectiqn,..()i' the ST01' signs of ,all county road connections w1th the,llta,te highway. andJ;'f~prt toth,e..pounty engineers the c ondi t!oJolSi9f these signs .'1lHe",fO 1l0'fl~,nJ~,';List 1s the result of our fn:ai>ection :''?>'', <t"", . Cl:a11am Q2... Line East .Qf. Blvn to Disoo ver'( ~ '_' MILF~GE RIGHT LEFT 0.0 1.0 1.7 7.6 804 Fair Poor Fair C1al1em-Jefferson Co. L~ne , Repaint ~"'o/ /iuu-"p <46',P_ ~/' ~ Gardner, reoaint ~ fJ.."-.J! Ma~,~,C!. repaint ,g:!!>(. ~"..r--t ~'L-; Wron'g"lside of road ..c'v~"1"'~ Fair Quilcane Good No sign to Port Townsend ~ ----Otman's store Chimacum Roa('l ~"':'.4.. f? ?-Jl,-:, ~ o~g!l .aownl;'!"'~;'~' at Q,ui1oene d) 1~'. , 12.0" 12.2 13.9 14.0 / 17 .4v. :;?)- 18.0 Et.-:o Fair 100.3 Fair 22.0 Good 22.3 ?('vrfJ(~,; Good No sign Fair No sign Fair Good Repaint (9,.) ,~' Good Fair Fsir No sign Good Repaint Rellain t Repaint No s:1gn No sign ReDs in t Repaint d ign City Limi ts ,1":'-,... . . B'(' I' ()Ao't 12./1'3/8"'1 fJlt:'eue. leek +l,'s t:' v 4S-r ,-../ v,.-.Ide covl'\fy 'YoQ.eQ VI et"'" e.r l.... +~s~e-l,''''} +J,.p st~+e. ~o ute a..s Sl..OWH 0'" lililact.J "",:/e.post L"J 1,'.+/l"'J. &~1 .~... 1~-(1 pa-l-dv c-'~ ,'f-~.~' TIa"""k~ ~ _...........__.._--,......."-"~..........J\,~"'..,'..,~,..,;...."...u,:..! l.' G-_4Il.1.Q. Nelro... Pep!. c-f TI"_S'l'orl,J.'.... o .'r+. '3 TY'Il:f.f,'" o"..,J/...s p, D. O->t ~n 7.7 Olyhl'/.... I WI/. 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'I I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I . . .J E F FER SON C 0 U N T Y PAGE 93 :1/22.'S7 .. :1.987 REVENUE - 13300 COUNTY ROADS 136 000 010 COUNTY ROADS 361.00 361.11 361.90 362.00 362.50 366.00 366.10 367.00 369.00 369.90 360 381.00 381.20 388.00 388.70 ,388.80 389.00 380 391.00 391.80 395.00 395.10 390 INTEREST EARNINGS INVESTMENT INTEREST OTHER INTEREST EARNINGS (DNR INTEREST) RENTS. LEASES. AND CONCESSIONS FACILITIES LEASES (LONG TERM) OTHER INTERFUND/DEPT MISC REVENUE INTERFUND LOAN INTEREST CONTRI~UTIONS FROM PRIVATE SOURCES OTHER MISC REVENUE OTHER MISCELLANEOUS REVENUE TOTAL INTEREST EARNINGS INTERFUND LOANS RECEIVED LOAN REPAYMENT ~ECEIVED PRIOR YEAR CORRECTIONS CURRENT YEAR REFUNDS & CORRECTIONS PRIOR YEAR CORRECTIONS OTHER NON REVENUES TOTAL INTERFUND LOANS RECEIVED INTERGOVERNMENTAL LOANS INTERGOVERNMENTAL LONG TERM DEBT DISPOSITION OF FIXED ASSETS TIMBER SALES TOTAL INTERGOVERNMENTAL LOANS :i.OOO.OO :i.000.00 50.000.00, :;0.000.00 TOTAL 3171,100.00 TOTAL REVENUES COUNTY ROADS 3171,100.00 I I I 1. 'i I I I I I I I I I I I I I I I I I 1 , I I I I I I I I I I I I . . .J E F F ER SON C 0 U NT Y PAGE 9-4 1.1'22.1'87 ' EXPENDXTURE ' 19S7 13300 COUNTY ROADS 136 000 010 COUNTY ROADS 500.00 COUNTY ROADS 5-40.00 MISCEL.L.ANEOUS 540.00 60 CAPITAL, OUTLAY 540.00 TOTAL MISCELLANEOUS 519.00 COUNTY ROAD-REIHBURSEABLE 519.00 10 SALARIES AND WAGES 10.000.00 519.00 20 PERSONNEL BENEFITS 2.800.00 519.00 30 SUPPLIES 31 OPERATING SUPPLIES 1.000.00 519.00 30 TOTAL SUPPLIES 1.000.00 519.00 40 OTHER SERVICES & CHARGES 45 OP~RATING RENTS & LEASES ___.._.7.500.00 519.00 40 TOTAL OTHER SERVICES & CHARGES' 7,500.00 519.00 TOTAL COUNTY'ROAD-REIHBURSEABLE 21.300.00 541.00 COUNTY ROADS CONSTRUCTION $41.00 10 SALARIES AND WAGES '90.000.00 541.00 20 PERSONNEL BENEFITS 25.000.00 $41.00 30 SUPPLIES 31 OPERATING SUPPLIES 30.000.00 541.00 30 TOTAL SUPPLIES 30,000.00, '541.00 40 DTHER SERVICES & CHARGES 41 PROFESSIONAL SERVICES >40,000.00 43 TRAVEL 500.00 044 ADVERTISING 1,100.00 4\5 OPERATING RENTS 6 LEASES eo.ooo.oo 541.00 40 TOTAL OTHER SERVICES & CHARGES 121.600.00 1541.00 60 CAPITAL OUTl.AY 61 ' LAND 60,000.00 65 CONSTRUCTION PROJECTS 734,700.00 541.00 60 TOTAL CAPITAL OUTLAY 794,700.00 541.00 7S PUBLIC WORKS TRUST FUND LOAN 66,000.00 541.00 83 PWTF l.OAN INTEREST 11,400.00 541.00 TOTAL. COlIN...,' ROADS CONSTRUCTION 1139,700.00 546.00 COUNTY ROADS ARTERIAL 546.00 10 REGULAR TIME 200.000.00 546.00 20 PERSONNEL BENEFITS :56,000.00 546.00 30 SUPF'LIES 31 OPERATING aUPPLIES leo,ooo.oo 1546.00 30 TOTAL 6UF'PLIES lE10.000.00 I . . I I .J E F FER 6 0 N .C 0 U N T Y PAGE 95 ,I 1/22/87 ,I 1997 EXPENDITURE, .- I 13350 COUNTY ROADS ARTERIAL 136 000 010 COUNTY ROADS I I 546.00 oliO OTHER SERVICES & CHARGES 41 PROFESSIONAL SERVICES 1,000.00 I 42 COMMUNICATIONS 5,000.00 I 43 TRANSPORTATION 1,000.00 .44 ADVERTISING 200.00 I 45 OPERATING RENTS & LEASES 225,000.00 47 PUBLIC UTILITIES SERVICE 15,300.00 I 49 MISCELLANEOUS 100.00 546.00 40 TOTAL OTHER SERVICES'~ CHARGES ::.l47,600.00 546.00 TOTAL COUNTY ROADS ARTERIAL 693,600.00 I 542.00 COUNTY ROADS ACCESS I 542.00 10 SALARIES AND WAGES 300,000.00 542.00 20 paRSONNEL BENEFITS 94,000.00 I 542.00 30 SUPPLIES I 31 OPERATING SUPPLIES 200,000.00 542.00 30 TOTAL SUPf"LIES 200,000.00 I 542.00 40 ~THER SERVICES & CHARGES I 'Ii PROFESSIONAL SERVICES 5,000.00 I 43 TRANSPORTATION 600.00 45 OPERATING RENTS & LEASES 350,000.00 I 542.00 ~o TOTAL OTHER SERVICES & CHARGES 355,600.00, I 542.00 TOTAL COUNTY ROAPS ACCESS '939,600.00 543.00 COUNTY ROADS GEN ADMIN I 543.00 10 REGULAR TIME 190,000.00 '. I 543.00 20 PERSONNEL BENEFITS l50,400.00 '543.00 30 SUPF'LIES I 31 ,OPERATING SUPPLIES 8,000.00 .I 543.00 30 TOTAL SUPPLIES 9,000.00 ' I 543,00 40 OTHER SERVICES & CHARGES 41 PROFESSIONAL SERVICES 5,000.00 42 COMMUNICATIONS 10,000.00 I 43 TRANSPORTATION 4,000.00 'loll ADVERTISING 500.00 I 45 OPERATING RENTS & LEASES 45,000 .00 46 INSURANCE 50,000.00 I 47 PUBLIC UTILITIES SERVICE 1,000.00 49 REPAIRS AND MAINTENANCE 1,000.00 I 49 MISCELLANEOUS 2,000.00 I 543.00 40 TOTAL OTHER SERVICES '& CHARGES l1B,500.00 I 543.00 60 CAPITAL OUTLAY I I I I I .l:l "';: ~ II is ;a'" tl 3!; Ill.... +' III '0 j~ +'. 0::: +' =: ,en Ii~ "'.... II II .-i ....ll :~ ",1l ~ ~ Ill.... !a gi j u+, f 1.8 !! ~ 1= Eii +' IN E '0 III = J ~ ~CIl . . _._._._._~:...~..::~._-_._._._.-."." f: .'............-.-.-.-.".,.. y ~3 +'....c i~;j3 '" ~"".... +' C III j 8'0 C+' .. WI I'l... II II II 0 II t C II g 2 'O+'. C I'l I'l l.'1'l~6~ '" i CI "'.l:l""11 "" I ou"" "Cl ....;alll+' :! ..c.... .., ll+'.l:l.l:l >. .I:J 11 = ,g '" III C\l ... 8 ~ .. . ~ III , ~ii! :E~ T .... \.. Ill.... 1il: "" ~. n.. II~ .1:., " ""dl ~ ~ 01 ~ft , Q \ ii!1 ~ .... ~E3 .... tIO.I: . III "".... .-l.... .. llIo_ce ." ll:I ~OO ...."" ""., .tl~ ii!~Cf.I ...... i=i c =J~ .2 Ul~ 1 ~Io ~ ..:l r.. J "'~'" ~~lil '" tl .1:= tl Cl t........ &i! ....:l . I ~ ~ i8 IIQ.o as: ~J~J 83"lil a "'Vol"" 0 Gloti.. II lot ;:.!l &3 c Cl 1M i ~~jg I 1M II I') . ..... _.._._._---_......~ ~ N L. , - .,.. "r."'."- :.: ;;"..;";'-" t l:' , ~,::2~::~~_____=_ i I ~ " 1/1 '" 'P' ",.:l' ~ COUNTY ROAD LEVY SUMMARY As Shown in 1988 Budgets (thousands of dollars) . Revenue RCW 36,33,220 ROAD FUND Produced by Aetua 1 COUNTY Valuation Full Levy of Levy Revenue Total Levy Traff Ie Other Levy Revenue $2,25/$1,000 $/$1,000 Produced Diverted Pol icing Purposes $/$1,000 Remaining $/1.000 AOAM5 413,484 944 2.0500* 860' 2.0500 860 ASOTl N 193.801 436 1. 9960 387 0,3100 60 1. 6860 327 BENTON 952,172 2,142 2,1631 2.060 0.0473 45 2,1158 2,015 CHELAN 926.455 2.085 2,2500 2,085 2,2500 2,085 ClALlAM 969 833 2 182 2,0011 1 941 0,1735 168 ,8276 1 772 CLARK 4.537.535 10,209 1,8321 8.313 1.8321 8.313 COLUMBIA 117.772 265 2.1088* 248* 0,7387 32 55 1.3701 161 COWL! TZ 2,025,855 4.558 2,2500 4.558 2.2500 4,558 DOUGLA5 634.030 1.427 1.8630 1.181 0,4732 300 1. 3898 881 FERRY 85 540 417 1,8471 343 1,8471 343 O. 000 0 FRANKL! N 649,496 1,461 2,2500 1,461 2.2500 1.461 GARF1ELO 80.649 181 2.2500 181 2.2500 181 GRANT 1.191.636 2.681 2,0195 2.407 0,0639 100 1. 9356 2.307 GRAYS HAR80R 780.957 1,757 2.2500 1,757 2.2500 1,757 5 AND 760 059 3 960 ,204 119 1,2042 15 JEFFERSON 685.438 1.542 1.2242 839 0,1751 120 1.0491 719 KING 20,200,969 45,452 1. 6840 34,018 1,6840 34.018 KIT5AP 4,255.014 9,574 1. 3820 5.880 0,0730 310 1. 3090 5.570 KITTITA5 486,026 1,094 2.1263 1,033 2,1263 1.033 K CK T T 7 6 737 ,65 . 540* 00 540 LEWIS 1,323,967 2.979 2.2500 2,979 0,2326 308 2,0174 2.671 L! NCOL N 372.943 839 2,0564 767 0,1936 72 1.8628 695 MASON 1.209.419 2.721 1. 8258 2,208 1. 8258 2.208 OKANOGAN 572,432 1.286 1. 8815 1.077 1. 8815 1,077 PA F 4 1 9 O' 77 . o 3 6 30 54 48 PEND OREILLE 205,653 463 1.9741 406 1.9741 406 PIERCE 8.280.188 18.630 2,1000 17,388 0.6032 1. 591 3,404 1. 4968 12.394 SAN JUAN 992.741 2.234 1. 2597 1.251 0,1511 150 1.1086 1,101 SKAG I T 1.475,274 3,319 2,2500 3,319 0.1011 150 2,1483 3,189 M N 4 1 4 SNOHOH1SH 7,207.499 16,217 1. 5300 11,027 0,1141 822 1.4159 10,20S SPOKANE 4,578,368 10.301 2,0370 9,326 2,0370 9,328 STEVENS 111,980 1,602 2,2S00 1. 802 0,3722 265 1.8778 1.337 THURSTON 2,409,552 5,421 2,1597 5,204 0.4052 976 1. 7545 4,228 'II K H , 4 W,~LLA WALLA 881,039 1.982 2,2S00 1. 982 2,2500 WHA TeOM 2,339.285 5.263 2,1353 4,995 0,0569 133"* 2.0784 WHITMAN 529.648 1,192 2,2500 1.192 2,2500 Y H 4 4 TOTALS 77,504.429 174,385 142.380 5,178 4,393 132,809 . Net after levy shirt (RCW 84,52.043) .. Road shop bonds CRAB 3/88 NWR RAP Rating Worksheet WAC 136-130-,'40 Sheet 2 of 9 ( TRAFFIC VOLUME (10 Points Max.l Current Est. ADT = CUrrent Est. Truck ADT (if known)_ Determine Traffic Vo1ume Rating using Table below ADT - Average Weekdav Traffic Volumes TRAFFJ:C VOLUME RATING TRAFFIC ACCIDENTS (10 Points Max.l Equivalent Property Damage Only Accidents, Three Year Average Property Damage Only Year J:njury Fatal 19 19- 19= Subtotal Factor Xl X6 x25 + + - _ (Total) <.. ... 3 ... Determine Accident Rating (Total) (Length (Eq.Acc. using Table below in miles) / mile) TRAFFJ:C ACCJ:DENT RATJ:NG ACCIDENT AND TRAFFIC RATING TABLE -------------------------------------------- Average AD'1' Average Truck ADT Equivalent Rating Ace/Mile Points -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 -------------------------------------------- Note: Use the highest value of ADT or Truck ADT \... NWR 02/13/86 Page 9 of 38 NWR RAP Rating Worksheet WAC 136-130-040 Sheet 2 of 9 Currant Est. ADT = TRAFFIC VOLUME 110 Points Max.) CUrrent Est. Truck AM' (if known)_ ( Determine Traffic Volume Rating using Table below AM' . Average Weekdav Traffic Volumes TRAFFIC VOLUME RATING TRAFFIC ACCIDENTS 110 Points Max.) Year Equivalent Property Damage Only Accidents, Three Year Average Property Damage Only Injury Fatal ------------------------------------------ 19 19- 19= Subtotal Factor ( ... 3 ... (Total) Xl X6 X25 + + (Total) (Length in miles) Datermine Accident Rating usinq Table below (Eq.Acc. / mile) TRAFFIC ACCIDENT RATING ACCIDENT AND TRAFFIC RATING TABLE Average AM' -------------------------------------------- Equivalent Rating Ace/Kile Points Average Truek AM' -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 \.. NWR 02/13/86 -------------------------------------------- Page 9 of 38 Notel Use the highest value of AM' or Truck AD'1' NWR RAP Rating Worksheet WAC 136-130-040 Sheet 7 of 9 ROADWAY STRUCTURAL CONDITION (Continuedl (" 1i) Connect the value for the SINGLE-AXLE LOAD LIMIT on line E with the PIVOT POINT on line B and extend the connecting line to line A 6) Determine the INITIAL TRAFFIC NUMBER (ITN) where extended line E-B . intersects line A FIGURE III-l TRAFFIC ANALYSIS CHART (For Determining the Value of the INITIAL TRAFFIC NUMBER) A 8 10.000 I 1,000 '.00iI 4.000 D 3,000 C IS 2.000 . 0.000 i 1,000 .,; 5.000 ~ E 1.000 ~ .1 ~ 100 3.000 20 ; 100 7,000 on .,; 400 1.000 ts !9 ( ~ ::> 300 100 ~ ~If 500 rn ~ - 700 ~ i ~ 300 ::>- ~fa 2: ~- :::I 700 ~~ ~ 100 0 oIr JO ~ 70 u IG -< c ~ ~ ~ > 110 w 0 2 10 II: :J: . 10 ~r i ~ 40 50 m.i ~ 71 ; i JO 30 !~ 111 ~ 20 ~e ~ 40 ~ 20 ~ 17 A . 11 D 10 7 17.4 . 5 ~ 50 C E < ! 3 EXAMl'~E CD 2 ~ 10 . ITN val",. mo, ,.quir. COrtn1ion .he,. Ih. lOT 01 a"to,"ob".. .od Ilg~1 .....h ~ IO..II..1y high. \.. NWR 02/13/86 Page 14 of 38 NWR RAP Rating Worksheet WAC 136-130-040 Sheet 2 of 9 ( TRAFFIC VOLUME no Points Max.} Current Est. ADT = CUrrent Est. Truck ADT (if known)_ Determine Traffic Volume Rating using Table below ADT - Average Weekdav Traffic Volumes TRAFFIC VOLUME RATING TRAFFIC ACCIDENTS (10 Points Max.} Equivalent Property Damage only Accidents, Three Year Average Property Damage Only Year Injury Fatal 19 19- 19= Subtotal Factor Xl X6 x25 + (Total) + ( l' 3 l' (Total) (Length (Eq.ACC. in miles) / mile) Determine Accident Rating using Table below TRAFFIC ACCIDENT RATING ACCIDENT AND TRAFFIC RATING TABLE Average ADT Equivalent Rating Ace/Mile Points Average Truck ADT < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 Nota: Use the highest value of ADT or Truck ACT l. NWR 02/13/86 Page 9 of 38 NWR RAP Rating Worksheet WAC 136-130-040 Sheet 2 of 9 ( TRAFFIC VOLUME (10 Points Max.} Current Est. ADT = CUrrent Est. Truck ADT (if known)~ Determine Traffic Volume Rating using Table below ADT - Average Weekdav Traffic Volumes TRAFFIC VOLUME RATING TRAFFIC ACCIDENTS (10 Points Max.} Equivalent Property Damage only Accidents, Three Year Average Property Damage Only Year Injury Fatal ------------------------------------------ 19 19- 19= Subtotal Factor Xl X6 X25 + + - ---.:... (Total) Determine Accident Rating using Table below \. ... 3 l' (Total) (Length (Eq.Aec. in miles) / mile) TRAFFIC ACCIDENT RATING ACCIDENT AND TRAFFIC RATING TABLE -------------------------------------------- Average Average Equivalent Rating ACT Truck ACT Ace/Mile Points -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 3.00-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 -------------------------------------------- Note: Use the highest value of ACT or Truck ACT \.. NWR 02/13/86 Page 9 of 38 NWR RAP Rating Worksheet WAC 136-130-040 Sheet 7 of 9 ( ROADWAY STRUCTURAL CONDITION (Continued} 1i) Connect the value for the SINGLE-AXLE LOAD LIMIT on line E with the PIVOT POINT on line B ~nd extend the eonneoting line to line A 6) Determine the INITIAL TRAFFIC NUMBER (ITN) where extended line E-B . intersects line A FIGURE IJ:I-l TRAFFIC ANALYSIS CHART (For Determining the Value of the INITIAL TRAFFIC NUMBER) A 8 10.000 1.000 ',000 4,000 D 1,000 C IS 2,000 10.000 i 7.000 .,; 5,000 ~ f 1,000 ~ .. ~ 100 3.000 70 100 2.000 on .,; 400 1,000 ts !9 ( ~ ::> 100 100 ~ ~., 500 81 ~ - 20lI ..: i ~ 300 ::>- ~ l!!& 2: ~- ::I 700 ~~ ~ 100 0 or 30 ~ 70 u 10 -< c !i: ~ ~ > 100 wo 2 10 II: 2: . l) 10 ~r i ~ 40 50 m! ~ 21 ~ i JO 70 !~ 111 !!l 20 ~e ~ 40 !i 2g ~ ~ n A 11 D Ig 7 22,4 I 5 > 50 C E . ! 5 3 IXAMl'~1 CD 4 2 I 10 ~ I . ITN yal",. may ,.qui,. cOII.ction whe,. the lOT o' GutornobU.. aod UghlllUCh ~ ralol"'.1y high. l NWR 02/13/86 Pa(jle 14 of 38 NWR RAP Rating Worksheet WAC 136-130-040 Sheet 8 of 9 (" ROADWAY STRUCTURAL CONDITION (Continued} To determine the DESIGN TRAFFIC NUMBER (DTN) of the existing roadway enter the DESIGN REBOUND DEFLECTION from the STRUCTURAL ADEQUACY EVALUATION tests made by the Benkelman Beam or Road Rater on the chart below, Figure III-5 FIGURE III-5 DESIGN REBOUND DEFLECTION CHART (For Determining the Value of the DESIGN TRAFFIC NUMBER) UQ i . 1.110 a ~ UIO E ~1JllO ~ I.IlJO E ( 11.'" 1.111 I It . !II I. _ 1IAl'I'lC NUMlEI "'" - .. I.- Point Value for structural Rating - [1 - (DTN l' ITN)] x 30 _ _____ , I kote:' When 1 - (DTN l' ITN) > 1 then Point Value for Structural Rating _ 0 Growth factors are assumed to be 0% ROADWAY STRUCTURAL CONDITION - ROADRATER l NWR 02/13/86 Page 15 of 38 NWR RAP Rating Worksheet WAC 136-130-040 Sheet 7 of 9 (" ROADWAY STRUCTURAL CONDITION (Continued} 1i) Connect the value for the SINGLE-AXLE LOAD LIMIT on line E with the PIVOT POINT on line B and extend the connecting line to line A 6) Determine the INITIAL TRAFFIC NUMBER (ITN) where extended line E-B . intersects line A FIGURE III-l TRAFFIC ANALYSIS CHART (For Det-"" :......~ing the Value of the INITIAL TRAFFIC NUMBER) Ii. 8 10.000 1,000 1,000 4.000 D 3,000 C IS 2,000 10.000 i 7,000 ;I 5,000 E 1,000 ~ 11 ~ 100 3.000 20 ; 100 3,000 on .,; 400 1,000 ts !9 ( ~ ::> 300 100 ~ ~., 500 81 ~ - 700 ..... i ... 300 ::>- Z ~li. :J: ~ ~- :::I 700 ~~ ~ 100 0 oIr JO ~ 70 u 10 < c !i: ~ i > 110 "'0 2 60 II: 2: . " 10 ~r i ~ 71 40 50 =~ ; I JO 30 t~ 111 ~ 20 ie ~ 40 !i 20 iiI ~ 33 A . .. 7 ~ D 10 U,4 1 5 ~ 50 C ! 3 EXAMl'~E 2 ~ 10 . ITN .,alM MaY ,.qui,. co".dlo" whe,. 'he lor 01 automobile. ood IIghll...... ~ 1IIo''''.1y hIgh. '-- NWR 02/13/86 Page 14 of 38 ( TRAFFIC VOLUME (10 Points Max.} CUrrent Est. ADT = gL:j CUrrent Est. Truck ACT (if known)~ NWR RAP Rating Worksheet WAC 136-130-040 Sheet 2 of 9 Determine Traffic Vo1ume Rating using Table below ADT - Average Weekdav Traffic Volumes TRAFFIC ACCIDENTS (10 Points Max.} TRAFFIC VOLUME RATING ~ Year Equiva1ent Property Damage Only Accidents, Three Year Average Property Damage only Fatal Injury <:> Z- 2. ----------------~------------------------- () / ..G-. 192"~- 19~ 19,L2 Subtotal Factor 1- Xl <. -L ... 3 l' /,~?_ (Length in miles) /I> (Total) / X6 X25 ~ - It' (Total) + ~ + "!J.): '7 (Eq.Ace. / mile) Determine Accident Rating using Table below TRAFFIC ACCIDENT RATING ~ Average ACT ACCIDENT AND TRAFFIC RATING TABLE Equivalent Rating Ace/Mile Points -------------------------------------------- Average Truck ADT -------------------------------------------- < 50 < 5 0-2 0 50-100 5-10 3-4 1 100-250 10-25 5-6 2 250-500 25-50 7-8 3 500-750 50-75 9-10 4 750-1000 75-100 11-12 5 1000-1250 100-125 13-14 6 1250-1500 125-150 15-16 7 1500-2000 150-200 17-18 8 2000-2500 200-250 19-20 9 >2500 >250 >20 10 l NWR 02/13/86 -------------------------------------------- Page 9 of 38 Note: Use the highest value of ADT or Truck ADT NWR RAP Rating Worksheet WAC 136-130-040 Sheet 7 of 9 ( ROADWAY STRUCTURAL CONDITION (Continued} 1i) Connect the value for the SINGLE-AXLE LOAD LIMIT on line E with the PIVOT POINT on iine B ~nd extend the connecting line to line A 6) Determine the INITIAL TRAFFIC NUMBER (ITN) where extende~ line E-B . intersects line A FIGURE III-l TRAFFIC ANALYSIS CHART (For Determining the Value of the INITIAL TRAFFIC NUMBER) A 8 10,000 8.000 1.000 4.000 D 3.000 C IS 2.000 10.000 i 7,000 .,; 5,000 ~ E 1,000 ~ 11 ~ 100 3.000 70 ; 100 2,000 on .,; 40G 1.000 /j !9 ( ~ ::> 300 700 ~ ~., 500 Si ~ - 200 ..: i ~ 300 ::>- ~ = .P 2: ~- ::I 200 ~! ~ 100 0 oIr JO ~ 20 u IG <c !i: ~ ~ > 110 wo 2 10 II: :J:. Cl 70 ~r i ~ 40 50 ~E ~ 21 ; i JO 30 !~ B ~ JO ~e ~ 40 'i 2.0 ill ! 22 A . / 11 0 Ig 7 U,4 I 5 > 50 C E -< ! 5 3 EXAMl'~E CD 4 2 ~ 2 10 2 . ITN value mat ,.qui,. co".ction w....,. the lOT 01 automobll.. ood Ilghl.....k. ~ 1OIo,,,,.1y high. \. NWR 02/13/86 Page 14 of 38 Shown below are data for the January peaks at the three gauging stations. Station Station Previous January ~ Name Max Peak Date 1986 Peak ~ 12120000 Mercer Creek 670 cfs 10/06/86 840 cfs 01/18/86 12120500 Juanita Creek 326 cfs 10/06/86 743 cfs 01/18/86 21271000 Swamp Creek 651 cfs 01/05/86 1,090 cfs 01/18/86 For purposes of evaluating the magnitude of the event, the January peaks may have ranked as l00-year, or greater, events prior to urbanization. For planning purposes, however, the existing runoff characteristics of the basins must be considered, and the January peaks may be expected to occur at these stations with a frequency of 25 years, or less. 2. Damage Assessment The pattern of damage reflects the lowland nature of the storm. Small streams, storm sewers, and roadways carried the major runoff, resulting in culvert and road wash-outs, storm and sanitary sewer failures, and bank erosion. Soils, saturated by rain and runoff, triggered landslides throughout the puget Sound region. The over- loading of drainage facilities, sanitary seWer backups and breakage, and erosion and landslides destroyed, u-~ counties have little, if any, authority but are responsi- ble for recording property records, including evaluation of land and building construction for tax purposes. By state constitution and specific legislation, certain powers and authorities are delegated to counties and cities, depending upon the defined class. Within the declared disaster area, King County with its numerous incorporated areas has the greatest concentra- tion of population and the greatest variety of governmental forms. They include in addition to county, cities, and towns a number of special service taxing districts providing fire, water, drainage, and sewer services, etc. Incorporated cities are as follows: King County A!gona Des Moines Lake Forest Park Iledmond Auburn Duvall Medina Renton Beaux Arts Village Enumclaw Mercer Island Seattle Bellevue Hunts Point Mil ton Skykomish Black Diamond Issaquah ~rmandy Park Snoqualmie Bethell Kent ~rth Bend 'lUkwila Clyde Hill Kirkland Pacific Yarrow Point JI-t" give a higher peak discharge. The changes have had dramatic results. What was the pre-eruption 100-year flood elevation along the lower reaches of the Cowlitz River may now occur about every two years. COWLITZ RIVER GAUGE DATA - CASTLE ROCK Elevation Estimated Peak in feet Discharge Date (MSL) (cfs) December 23, 1933 S1.8 139,000 December 13, 1946 N/A 85,100 December 23, 1964 44.6 83,900 January 20, 1972 44.0 81,600 December 4, 1975 44.7 86,700 December 2, 1977 44.7 86,S00 . . . . . . . . . . . . . . . . 1980 Eruption ...... ......... December 1982 February 23, 1986 43.4 44.6 67,300 62,100 Source: "Toutle-Cowlitz Watershed Management Plan," 1983, page 5. x:r:-..to ,-. 15", ~u '" '" '" if~ ~ u u u ~ ~ z :.-:; ..., ~ ~ ~ ~ ...,1 ...:ii! CSl ~ <C ;; ~ OS> ~ ,.: 0...... &:: &:: Si! Si! &:: ~ &:: <0 ",:;i! ... ... ... ... ;;:;- c.z .... ~&:: ;;,. 2 '" '" '" '" '" '" '" '" '" '" '''OJ <0 ~ '" co co "' <0 <0 co co .. ~ ~ CSl co ;;;- ;;,. ';;:- ~ ;;,. ~ ~ '0 ....... ;0- '" c5ii: ... N N .... N N N N N N 6 ;;,. ~ ~ ;0- ;;:;- ...... ~ ~ ...... ...... ~ -.. m <n '" '" ., i 0 CSl CSl CSl CSl CSl .... lill '" ." ." 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