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Home My WebLink AboutReel_0057D ~il~~~!!~ is L ~ ~ ~ ~~ . ;! !;;t;fil .. B~"'" - a ~ 4- ~ ~~ w en d "Q !;< :: z !it ,<I" Z ::> 01 a a~ ..... u :I! u ::; ::> a: cJ .... X - Q. 0 ... ::> SSY,~ 'I~NnJ -. 0 U M ~~ ClI t!Li <:> <:> 'ON 1~IYISIU 1"1. .'~'_'." 119 ~- ~~~:..,...~..~ -, ,~ ~..-.....,~IJ_K ..~.~~.. .M.I;q'l"'~ ...."'". SJ\.\,^PLE C/\LCUL.ATIONS OF TRUC\<. COi'-lS-rA\'-lT'S ~l1.___ ~ 0 =I", =n 2.. .- .[ "00 ~t3 ~t'4 4- -Ay....LE ,RUCK LOADO-"\t.TER \:Jlv.'f>.. FI<.O"IT ",,,,LE ~t, \ \-1<.'. X EY"ILo" < EVIL gEAR' AXLE *2- t-Io. )<. SWL,,,,? l2.WL '1f>..\-lpiZl-I\ "-Y.t=. tDI.l;,L!';)#a NO, >< i:"SJLc~~; EWL 2- ';J_'l -,,:, .\Bor;; "" 5."2- q x. . \'585 -::. \..'-\0 I )< .\'1'37'" 0: \.\ 50 X .'32.<::> =- 1~"3 ?.D >< .252.'.' '5" .ClD '50 )<, ,3:)2::; is (0' 100 Y.. .5('10 = ::,ct" 0 ':30 x. . L1CC> :: 12.00 '10 v... ,,52S:-: LI '/ . B L\OO X 1,,060= 1..\24.0 100 X . &"'30::. (;'3.00 \'2.0 )I. . CliO" loci \0 50 )<. '.CJ30 ::0 9(-.'0 \40 )( 1.(lDO.::: IL\0.CO ILiO ')( \.'5':'; '" :22\, \2- 200 '< ,.5't1S::: ~I'l. (.'0 175 .,.: '2 .f,"," 48l\. \ L.~ 100 X 2.15'2.0=.252.0 '3Q )( LI.'C\O= 11::'1. I/O 2.0 X LJ.OO :=. 80.0 B)( 6''-~!5-==- ~('. IE) 8x ~.'30 =- II'?>. 5 LJ '" Ili.'50 -= 5',:.. 2.0 2. 'i- \0.00.= 20.0 2 X Z5.cc-=- 5C, "2'1 '=0\.0 <Co'2. C/ \OD'3.9 62n 1'2;:m, ( 4 -A.:')(LE IRUCI< CO\-!STI~NT ~ (bl'l'.O -\- IC0'3.''t+ \2.~:3B'(,,')(-::'L~5V "'2.(1 :::.. liC50 SP\:C\f>..L FIG.\JRE. \-\0. B WASIlII'IGlUH OEI'AIUMEI-lT or: HIGIIWIIYS MAHr.IALS LIoCOr.Al'Or.r . C:/ Job No.,.l::.:,?}~?9...".... SOIL SAmPLE TESTS Z~~:t>~o~,~d::~?I.':i..::i, s'~~~:~~::':';1~~~::,:::::::k~/!.2..,~::g:~d.~t!;:3:::::~~i:~;.c.>gJ;;~~~~~:l!C~...::::::,~~~lll~:..~~~;;i':::':i~Ar~~t2 --.------.-- .--- 4 _ _._________._.__ GHAlJlNG ANALYSIS ~pcr;J.lor COi':S'fAN'fS . ':~'I~i;;;'- ' F~tr;;;;- II--p~;:;i;.==--~ -- ^:sj!~r:D ___ -====r!'irt~dr:"I~~~stiCLln$l.t__ - Re.alned ~ <;.. Slc..'c <;;. 'r'.. Size ~~ Wt. Cnn No. r -"-'" - "T--- L'''_ --=-- =----== ---= >;;ijii'~-b -===-== H~',I"_ _ _ I" CjCf W'-~ 1-[ "I'll Dry Wt. o/~:=~~: ~= ~~~:: =~/}qcl ~8'~-#4 -=- ~~~~~~o-==----====-:---=~ :~:;;;; -,- 1;: 31'" xX: ",,,,, -:~~,,~~;:~- - --- TotOll . .....!L_. _ _ .. L.Lq~ _!:'.!:-..:.-- _~ ~:~;~~.~C) ~ I~=O _-_- === =~~~~~!~sE~:~_;~Y H~ ~~S~. Gro~~G~cx ;. Dtltc ('Fine) Textural C!<l~'S Opcr~tor .d,?J, STAB!r..O:\I!!:2~'.~~_" Date /-7-~9 / 2'd' co. Temp.RO A Po C ~_ ~e~~O~~d , ;!~= ;~f~ .~~~~= ~{_ Initial % ItO /~..J.. /::J.,), /~";),0 1'-'~I.2.. ~1Q~~~I~g -=!~'i( 4~ 'Zi.~ :!~i;LX'.i.L~ Moldlnri Dc"~.~__. / c.'5t..!.- .~~:J::~- .!J?C;. I !.P. 7, <7' -;~ctor pressure / CO . / C (J / CtCJ ",; C .fL.. ;~~~~ld_.:~~~fiiY Jl~;: :~X~3~~T WI. In mold (S,O~I:OdLJ1..!:;.':L ,3 19],1-=-)2(.'5. :?).,cJ.~.'>.~' Wt.ofmold-> l;z. /:;:-< .:;21 {,/. .;,< I g.j ;t 1'):'. Net wt. or soil ';~,-3~ - /~'Zi;;fiO I f' /(j8'tf 1~~t--=-~.~~.~~C,i!:!t1. ,~7,:,IL ':;/;5t7: E'U;O\lon'p!S'~ ~]O_ ..2:~.'.Q,., ,.?-,,-=,o_ _".:1.,00. Swell pressure I '7 /3 :3 (" .:;l i Drolnn;---- "-',= -"-/j~ L:-'. = ::.:-" St;bU.';P:~~~ --?;~ - ;.~~F~:~:~ --:If7:- "-2000# '-'5"/- -;()S -5&-- ~3 Q!!.!!~~'!'~ '3T[.6,;"/ '3;G'o XJ'f' "R" ,'ollle --;'io' .. .-~~7- --'5c;.-' "'/pr an~el c!1~y"'e!'t~: J:~30~ ~!~:,Z~' 2~~r~ J~2'~ ~L~q~V.i!!~t.~7_ Fi ..!-L,_~.1.~;.5..J:~_. ./.'-:::!~f..~ _'2:...~:r.; REQ'O SUHF. Cr.P".f; Ry ..n"....l."..2:;[.' Dy S"1.'cll ..t.~..9.;[. TRAFFIC I DESIGN: "n":.. .-:J~~'._-- ~DF.X S'....cll Pr('!$urc: ........ ...., ... .... ....psi (.:J .0 /, :;< :)'. I , ft, Surlaclnr. Ol'pth .nnrks: L."lb. No.....,....,..._...__,...._...__,. Bin No."..... ___~:?lSl'U}1F;-!l.!.:::r~!~ (/.A~!9....::::::~~_.____ ~'~~"-J~.t":!:..c;.~~t. 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I COO'O'O' . 1_. , . . ~~C)I,:II.:)ZZ2. . ZZZZZCOO. 1 ________. I ................................. I ~C4C1ClUUU. . aaaQ'a___o 1 acrcr. I Q:; "'-1,0"...... 1 UQ . 'Q: w;:)mr r . l~wC\Q'.XI.:l"UllCl. I~~-....C-C_O>. .l-crQ'.IIIUX.J:r....J"':: .., '" W '" 3 ::> ~ " -' 0-' .. .. "'.. > > ...> '" ::> ... :t: :> ~ 0. 0 '" '" Z X 3 0 >: U . " " " " : . 0 0 0 '" 0 '" <D '" .. N '" ';i ..--......-....-.---.--.....--..... . o. .0 NI '0' ~ ~ , . ~ : , I ~ ~ I I : : . . . ., tf'l. .tf'l -, 'a) ~ ~ I I ~ ~ I , : : , , ~ ~ . . C1: :0 -. fa) ~ . 0 ~ , . : : . . ~ . : . , ~ : , , , , tf'l.. .. I .VI I. .,.. : : : ,. , ,. , . '" I . I. . : : : I. I ,. , .. . , . , , . , O~:_...._.___.___.___.___..~ C Q Q CD o '" o .. " N o.cr>wz~z.... Q:ct...._Zc.:> -9. '" .. W > ... ~ c ... .... m ... m c '" ~ ... ~ ~ Q. ~ ~ ... c .; ~ ~ ~ ~ ... occurs in network-level programming is a modi- fication of project timing in the optimized data file prior to sununarizing with the net- work-level program. TIli s modi fi cat i on in timing is a process of selecting projects on a priority basis for the good of the system. UNCONSTRA I NED ill!! 1981 1982 1983 1984 1985 1986 MILEAGE ..LlEE... 46% 8% 5% 4% 8% 15% J;QU' $62.752.668 11.758.111 6.624.903 5.661.168 14.155.899 33.893.546 $134.846.295 lllli!l!; 53,1 83.6 83.3 81.4 77,2 75.4 8illR 88.6 87.6 86.4 83.4 81.9 83.1. 6,YR AVG RATING = 80.4 "ALL COSTS ARE INFLATED COSTS Fi gure 16 The assembling of a IIbalanced" rehabil i- tat ion program by shifting project timing then becomes constrained by what we are trying to accomplish. There are basically two goals in building a rehabilitation program: 1. To identify those projects that can be constructed with available funding--the budget constraint. 2. To identify those projects that must be constructed to attai n some des ired level of serviceability--the service- ability constraint. For the administrator, "many questions can be answered through application of these two constraints. For instance, application of the budget constraint results in a certain level of serviceability. By applying several differ- ent funding levels, the administrator gains insight on what can be accomplished with more or less funding. Figures 17 and 18 represent bUdget-constrained programs which can be com- pared with the unconstrained program in Figure 16. A plot of the average serviceabil ity obtained with each funding level is illus- trated in Fi9ure 19. 8UOGET #1 !ill ~ aEill MILEAGE % AFF. f.Qll 1981 53.1 59.3 7% 19.050.095 1982 52.3 57.4 7% 9,048.675 1983 51.2 57.5 7% 10.299.085 1984 51.7 56.1 6% 10,300,148 1985 50.5 52.8 3% 9.449.439 1986 j17,~ 49.7 4% ~ 6.YR AVG RATING. 53.2 157.596,728 FIgure 17 8UOGET #2 !ill ~ AFTER 1981 53.1 62.0 1982 55.4 61.9 1983 55.9 63.3 1984 57.6 63.4 1985 58.0 65.0 1986 59.7 64.6 MILEAGE ~ 11% 8% 9% 7% 9% 8% f.Qll $12,349.188 12,349,691 14,949.463 14.949,477 17,954.686 17,952,927 190.050,432 6~YR AY.G RATING.. 60,0 Fi gure 18 Conversely, application of the service- ability constraint results in a certain level of funding. Through application of service- ability constrain1;s, the administrator can determine the level of funding required to keep the network serviceability where it is today. He could also layout an improvement schedule in terms of serviceability and determine levels of funding required as well as the percentage of the network to be acted on to attain the "specified level. Figure 20 is ari illustration of the figures that can be generated. It is important to note that the shift of project timing applied using either con- stra i nt requi res a prioriti zi ng functi on. It was stated earlier that projects are priori- ti zed for the good of the system. The method used in generating the figures in this paper is called the lleffect of delayl1. As can be seen in Figure 21, projects 1 and 2 deterior- ate at significantly different rates, The effect of delaying project 1 would have far greater consequences than delaying project 2. By prioritizing projects based on a predicted rating a year after anticipated action, a better gain in serviceability is achieved. It should be understood that this is only what was used to generate the figures in this paper. In tile real world there exist several other aspects which might be consid- ered in thIs type of prioritizing function. Among them are: I. Effect of Oelay . Ratin9 (Yr. +1) 2. ADT - Functional Need 3. Effect on Maintenance Cost 4. Other deficiencies - l.e.. V/C, Safety, Geometry, etc. 5. Administrative Priority.. Conmitment OTHER APPLICATIONS OF PMS To this point, the basic framework of Washington's PHS has been described. Its usa to admi ni s trators In assembli n9 cos t..effcct 1 ve rehabilitation programs shOUld be ilTll\edfately obvious. There arc, however, many other applications of this system which impact other regions of decision-making. Delta files and ..16- !ll ~ z i! ~ ~ > 21: "' .1;! fJJ ~ ~ ~ 50 -lfmlSTRAINED - BUDGET #2 - BUDGET #1 1$1 1982 19B3 198<1 1!ll5 1986 1FAA Figure 19. Plot of Average Serviceability Obtained with Budget Shown in Figures 16. 17, and 18 95 N N '" '" '" go 90 ~ ~ '" ~ B5' ~ '" .... '" '" .... '" BD 1983 1985 1987 1989 Unlfmited 36,114,882 25,286,924 28,367,426 8udget (201) (13%) (15%) UP9rade 19,226.745 24,439,130 42,077,816 Servo level (10%) (13%) (22%) Maintain 16,572,007 21,205,024 32.500,680 Servo level (8%) (II%) (16%) Figure 20. Example of Figures Obtained by Applyln9 Servl ceabill ty "'nstrai nt, -17- > ~> >~ ~ -<~ ~~ z w z ~z 0 5 00 ~ ~9 <<~ u << -<- -< -< wo w >z iii > 8 ~ :j ~~ z ~ z z > <t Fi gUre 21. other computer programs exist at all levels of the PHS framework for i of1 uence in des i go. construction, maintenance, and pavement research. Pavement management, after all, is concerned with all facets of improving our efficiency in gaining more cost-effective pavements. as we.'1 as rehabi 1 i tat; on pro- grarrming. IMPACTS ON PAVEMENT DESIGN Pavement design fonnulas have tradition- ally been related to load application. sub- grade strength. frost susceptibil ity, and the attributes of surfacing materials used. Many of the pavement design fonnulas in use today were developed 20-25 years ago when materials and loading characteristics may have differed greatly. With a PMS, these design fonnulas can be verified or IOOdified to reflect more current thinking. Items such as axle loadings. paving thickness, environmental conditions, and others can be correlated with pavement sen'ice life. The cost~effect1vcness of new designs'such as pavement recycling. sulfur- extended asphalt. stress-absorbing membranes. and open-graded friction courses can be gauged for further consideration. These . represent only a few of the design-related PMS benefits--there are certainly many others. IMPACTS ON CONSTRUCTION It is well known that a pavemcmt1s ser- vice 1 ffe is related not only -to the design factors just mentfoned, but also to matcrftll characteristics and its construction quality. Regardless of how well anything is design(!d, it must be built according to plans and speci~ fications or it will not attain the expocted scrvtce 11fe. Some of the more obvious con~ struction items which can be correlated with the servfce life of a pavement are: Tf ME I N YEARS Effect of De 1 a~ 1. Air void content in asphalt concrete 2. Asphalt grade and viscosity or penetration 3. Type of compaction employed and degree of compaction 4. Mix temperatures at the plant or when placed 5. Degradation values of mineral aggregate 6. Sand equivalent of crushed surfacing 7. Conformance. to thickness requirements With this system it is Possible to moni- tor pavement performance and correlate with any recorded construction parameters, thus providing the necessary information to improve specifications and more efficiently gauge materials and construction performance. IMPACTS ON MAINTENANCE Appl i cat ions of the pavement management system for a maintenance engineer differ greatly from those of the deSign or construc- tion engineer. It should be noted that the WaShington State DOT differentiates between routine. pavement maintenance and rehabilita- tion. . Routine maintenance consists of activi- ties such as pothole patching, blade patching. minor chip seals, crack f111ing. pavement removal and replacement, etc. Rehabilitation is major rejuvenation of the structural and surface character through rebul1ding the pavem!:nt or resurfacing. Pavement-related maintenance problems pertain basica11y to three different areas: 1. Identifying the specific pavement problems faced and antiCipated in the future. 2. Preparing it maintenance budgot to address the problem. 3. Allocating manpower. maChinery. and materials to accomplish the tasks at hand. .18- PAVEMENT COIIDITlON RATING .~ BITUMINOUS PAVEI1ENTS DEFECT DEDUCTIONS . Priority Programming Negative Values are Assigned to the Failures by Degree .~ :;:~~ . 'i- -, RUTTING Average PAVEMENT Depth m 1/4-1/2" 5 WEAR in 1/2-3/4" 12 Negative Inches (3) Over 3/4" 20 Values Change Per 10 Feet in Inc es None 1 4-2 2-4 4+ CORRUGATIONS WAVES Percent (1) 1-25 0 2 3 SAGS of (2) 26-75 0 3 4 Negative HUMPS Roadway (3) 76+ 0 4 5 Values Percent of Wheel Track Per Station None 1-24 25-49 50-74 75+ ALLIGATOR (1) Hairline 2 5 10 15 CRACKING (2) Spalling 5 10 15 20 (3) Spalling & 10 15 20 25 Negative Pumping Values Local- Wheel Ent ire ized Pa ths Lane RAVELING OR (1i Sl ight 0 0 0 FLUSHING (2 Moderate 5 10 15 Negative (3) Severe 10 15 20 Values Li neal LONG !TUD I NAL Feet (1) 1-99 10 15 20 CRACKI NG Per (2) 100-199 15 20 25 Negative Station (3) 200+ 20 25 30 Values TRANSVERSE Number (1) 1-4 8 10 15 CRACKING Per f2 ) 5-9 9 12 17 Negative Station 3) 10+ 10 15 20 Values - PATCHING Percent Area (1) 1-5 2 5 7 Per Station m 6-25 5 7 10 Negat i ve 26+ 7 10 15 Values ~ ..:""""" . PAVEMENT CONTROL OATA ~ . ENOING ~ 0 ~ CONTROL ~ -I CONTROL SECTION ~ STATE CONTROL SECTION MILEPQIIT ROUTE j SECTION SED. 'OR ~ RATED ~ ! SECTION ~ ~ ~ . .'-+~ \-1--"1 I-f- ~ I-~ '. . , I' , , .'~, ,. , - , " , 4 , , , , . , , . I' , . I', , , , . - - , , ' , . , , , , , . I' , , . , , . r-r- . . , MARKS; . CONDITION RATING SHEET - OF ~ RATER DI'.TE - ..-.-'---'--.----.-----.--.-..-.-. RIDE BITUMINOUS PAVEMENTS CORRUO_ ~ w~e~s. 0'1 :s i!~ SAGS, ~ CO ce i:~%~~~V g ~ ~ fi!~ g: ~6~~:" . "0 1310w111G% ~8 ALllOATOR CRACKING III H.l,llne 121 SPlIU"1I 1315p.lUnll &Pumpillll RAVELINO OR FLUSHING I1IS11gh1 121 Mod..." 1315...... I.ONOI. TRANS. TUOINAL VERSE PATCHING CRACKlNO CRACICINQ "A,,,/Sle. LI.,..IFtfSt. No.lSlllion 1111.5% 1110.99 (1)1.4 216.25% 121100.199 (:2111.9 310v..25% 13J:lOOPluI131\OPI". ~ i~~ ~::ggg~o > ~~l ~:~~~e~~~~~ ~ I mm',;.,/i!" ~ ILI,OO ~ ~~ ~; ~ ~ iii i ~ ::~ 3 ~l t~'&f;/ A, II , , , ,,' , , , , , , , , , , , N~~ k~~~1 !ll~4,j ~~.~~ ~~ lW!~ , , , , , , , , , i;~~l , , , . CODe. (I) Un{IQ"N RI>tM/WQ)'I, (2) R04IIIWQYI undt7' Cm"'",ctlon. IJ) Hridzr. tot) Road Im(ItJllablr.IS) Othr' .. Rutri'fl - Pa>j'. Wmr /II //'"101/''' (1) IP",oJ/"" IJI O""J/'" , , ~ ~ ~ f---'--'- -'-'-- -'-'-- -'-'-- -'-'-- --L..L. -'-'-- ~ f---'--'- f---'--'- ~ f--1--l- ~ --L..l- --L..l- --L..l- --L..l- -1.....l- r-r I I .,~ ~ . ~ o ~ 5 . PAVEMENT . CONDITION RATING SHEET RATER OATE OF- CONTROL DATA RIDE BITUMINOUS PAVEMENTS CORRUG_ TRANS. " TION, ALLIGATOR RAVELING LONal. PATCHINO < WAVES, CRACKING OR TUOtNAL VERSE ~~ SAGS, III H,l,lln. FLUSHING CRACKING CRACKING %A"./S... ;; =~ ~s: " ~~':~y 12lSp.lllIinll III Sllghl LhlulFtJSt4 NoJSulIon 111.5% 0 . 13fSpaU1nll 121 Mod...t. 1110.99 Cllt.. 216.25% z ~ ~~ ~<C 1111.25" &Pu",pl~ \21100.199 1215.9 310...25% : ~ ; Ao!2126.111% 13IS...... (31200Plul 131 10 Ph.. ~~ 1310.-.715" 0 ~ ~ . ~8 ~. . a ',~!!I~~: ( ( ~ wOo ;; ;; 0 5 ~ - '" ~ z. ~z , '" '" ::. lit :It :It ~ ~~ ~ 0 ~ ;; 0 ~ ;: ~ ~ ~ ~ ~~ ~ . : I ZI .... 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CEMENT CONCRETE PAVEMENT ,", DEFECT DEDUCTIONS '" Priority Programming Negati ve Values are Assigned to the Failures by Degree Percent of Panels None 1-25 26-50 51+ CRACKING Units AVERAGING,I/8+ Per (1) 1-2 5 10 20 Panel (2) 3.4 10 20 35 Negative Le ngth (3) 4+ 15 30 50 Values Percent of Area None 1-25 26-75 76+ RAVELING DISINTEGRATION (1) Slight 5 10 20 POPOUTS (2) Moderate 10 20 35 Negative SCALI NG (3) Severe 15 30 50 Values Percent of Joi nts None 1-15 16-50 51+ SPALLI NG AT Average JOINTS AND Width (1) 1/4-1 5 10 20 CRACKS in (2) 1-3 10 20 35 Negative Inches (3) 3+ 15 30 50 Values Percent of Panels None 1-15 16-35 36+ PUMPI NG 8LOW I NG Percent of (1) 1-9 5 20 35 Panel (2) 10-50 10 25 40 Negative Length (3) 51+ 15 30 45 Values 4+ BLOWUPS Number 11 ) 1 5 Per 2) 2-3 10 Negative Mile (3) 4+ 15 Values Percent of Pane s None 1-15 16-35 36+ FAULTING Average CURU NG Displ ace- W 1/8-1/4 0 10 20 WARPING ment in 1/4-1/2 5 15 25 Negative SETTLEMENT Inches (3) 1/2+ 10 20 30 Values Percent of Area Per Panel None 1-5 6-25 26+ PATCHING" Percent" of (1 ! 1-5 2 5 7 Panels g 6-20 5 7 10 Negative 21+ 7 10 15 Values RUTT ING Average PAVEMENT Depth ( Ij 1/4-1/2" 5 WEAR in a 1/2-3/4" 12 Nevative Inches Over 3/4" 20 Va ues r r f ," Cr. ? c: / o l-:' .,- ::< ,I I I --, I ~ , ~ "" ~~CJ B u '---w_... ~ [;:!~ t1 , r en i ~ ,I" 1,1 L:~ I' 'i:. ,I ~ i'l ii- ::jj :-1 ~ "" I :il :I.1VO ~~.. ..\ -l,~~H ~+ 1-: ~! 1 'r'.1~ gO! ,- I " ,: ~ I ~ Hi ~" rot "'j i ! 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I :1" '.. 1 , . ':' ":' ...' ,.; .." c. ,. ... - 'll -;" ..,-....." '''' ,.," .' .. . . . ',. .,' '. ! . .. , ". ' ..: . ... 'L' .1 i , .', ' . . . , 'i c.:. .. ......". .. . , . . .. ., . . ,/ ." , I..' l ", , . i 'I", i I !.. I if i ,. . " , . "', i, '.' 'i ", '. " 'T . ' '.' . .' : ! sosr.~soc 3NCHd . 09C06 NO.lONIH5VM 'ON35NMOl. J.~Cd . :JsnOH.t.~nC:l J..:nrO\J.1 ~~-_.~'~- '."'."4.""~_" ",.'._~1""'" 1''11 ~AC COMMITTEE AGENDA 1) Purpose of priority array review 2) Review of the existing procedures a) Rates of deve10pment ~) Review of circumstances where the existing procedures have not been idea11y adequate a) Bicyc1e paths b) Exc1usive pub1ic transportation 1anes 0) Public transportation routes i) The number of buses per hour during peak traffic d) Arteria1s with extreme AADT e) App1ication of environrnenta1 impact considerations 4) Review groups 1 through 6 of the present priority array a) By region i) puget Sound ii) Others b) Break-off points between the priority groups 0) Other 5) Data collection procedures 6) General discussion 7) Arterials proposed on new 1ocations a) Hethod of rating or eva1uation b) Cost benefit analysis c) '\ & D study ,,~ ..-.. " I" ,.:1 . ;. ' :.' . . . ,.' -. '. ~, ' ill . . ;. t. '....-. ;. :t. ;'. I,. '. '. URBAN ARTERIAL BOARD BASE DATA STANDARDS 1. GENERAL In order to equate unlike basic measurements together or to establish a Level of Service relationship, various standards for the base data were developed.' These standards along with an explanation of. their use are indicated belo\i. 2. PAVE.'lE!\1" AND ROADWAY WroTH Major Secondary Collector Pavement Width 2-Lane 20 20 18 4-Lane 44 40 36 Road\'lay Width 2-Lane 36 34 . 26 4-Lane 44 40 36 The Pavement and Roadway standards are subtracted from the existing road measurements. The resulting anSHer with its proper algebraic sign is called a Pavement or RoadHay.Deviation. This dev;ation is' then analyzed within each functional class. 3. EQUIVALENT ACCIllENTS/mLE Property Damage Only Equiv. Factor I Injury Accident Equiv. Factor 6 Fatal Accident Equiv. Factor 23 All or the accident data reflects a h'O-)'ea.r experience record. If the number of accidents is for an IS-month period only I they should be. equated to a. 24-month period. The 1 to 6 to 23 ra.tio indica.tes the relative importance a.ttached to the various types of accidents. After all of the accidents Hithin a section arc expanded by their EF and accwnulated, the total is divided by the proj ect length. Equiv. Acc./l-lil.e (PDO) (1)+(IA) (6)+(FA) (23) I,ength (lIUes) 4. OPERATING SPEED 4.1 !.a~e _T::.a::,e,!. 3'.=.e~s_ Type of' Area ~faj or Secondary Colleetor CBD (I) 25 20 20 Fringe (2) 30 25 25 Outlying (3) 35 30 25 Residential (4) 35 30 25 Suburban (S) 40 35 30 The above speeds I,ere used as Base Travel Speeds for the com- putation of opel'ating speed. These speeds ":ere a;;sumed to be the base speed a prudent individual could travel rrom Point 'A to B without the inter!uption of stoplights. 4.2 ~.=.r~t..!.n.R,3'~.c~ 2.t~n~a::.d~ Statc- Puget North- North- South- South- wide Sound "cst east cast ~ f.lajor Class, cilD (1) 10 10 10 10 10 10 Fringc (2) 15 15 15 15 25 15 Outlying (3) 18 18 30 18 33 2S Rcsidential (4) 21 21 30 21 27 30 Suburban (5) 13 13 30' 30 35 30 Secondary.Class enD (1) 8 18 19 17 19 17 Fringc (2) 10 15 19' 19 21 25 Outlying (3) 12 15 19 15 22 28 Residential, (4) 20 23 23 25 22 23 Suburban (5) 16 20 35 30 30 35 Collector Class CBD (1) 10 14 20 10 20 13 Fringe (2) IS 20 23 17 20 17 Outlying (3) 19 21 24 17 23 21 Residential (4) 15 20 25 22 22 24 Suburban (5) 13 18 30 30 28 30 These OS standards are subtractcd from the computed speeds and thc resulting deviation .lith its sign is analyzed ,dthin each ,functiollal class. URBAN ARTERIAL MARD RATING YALUES PARA'lETERS Puget North- North- South- South- Sound wcst east cast west (1) (2) (3) (4) (5) From To From ~ From To From To F;::om-1'O 1. 2P.=.r~t..!."R .&.=.e~ ~Iaj or -20 -09 -12 -4, , -20 -10 -10 , -2 -20, -3 Secondary -20 .,11 -12 -3 -10 -3 -14 -1 -20 -1 Collector -20 -08 -10 -3 -4 -I -20 -3 -20 -3 2. Equiv. Acc./MiIe - MaJor -- --- 75 500 65 200 65 140 S5 400 42 200 Secondary 90 200 60 100 40 400 25 200 15 200 Collector 35 300 42 200 30 200 10 200 19 200 3. !.ri.dRc~ ~Iajor 1 I 1 1 1, 1 Secondary I I 1 1 1 1 Collector 1 1 1 I 1 1 4. Pavemcnt Width - MaJor - - - - -6 -I -4 -1 -6 -I -4 -2 -8 -2 Secondary -4 -2 -1 0 -2 0 -6 -2 -8 -2 Collecto:- -4 0 -4 0 -1 0 -6 -2 -8 -2 5. ~o~d.:..~t!.u=-t.:..Ad.=.'l:. ~Iaj or 0 60 0 30 0 50 0 69 .0 60 Secondary 0 58 0 58 0 55 0 59 0 57 Collcctor 0 59 0 50 0 36 0 50 0 51 6. Roadl>ay Width - MaT or - - - -20 -ll -10 -2 -8 -5 -20 -10 -20 -6 Secondary -12 -S -12 -6 -10 -6 -14 -8 -20 -6 Collector -14 -3 ,-IO -3 -8 -3 -12 -4 -20 -2 7. 2Per~ti.n.R 3'.=.c~ MaJor -S 0 -4 0 -10 1 -I -1 -2 0 Sccondary -10 -7 -2 -1 -2 0 -I 0 0 I Coll ector -7 0 -2 0 0 2 -2 0 -2 -I S. Equi\'. Acc./I,lile - MaJor - - - --' 40 74 45 64 40 65 18 84 15 41 Secondary 30 89 40 59 20 39 15 24 5 14 Collector 12 34 10 41 19 29 5 10 S 18 9. Pavcment I~idth - MaT or - - -: - 0 1 0 0 -I 0 0 0 -I 0 Secondary -1 0 0 I I I -I 0 -I ' 0 Collector 0 I 1 2 I I -I 0 -I 0 10. ~o~d.!!aL.!::i~t!!. H:.jor -10 -6 -2 0 -4 -3 -9 -6 -5 0 Secon,la ry -7 0 -5 -I -5 -2 -7 -5 -5 0 Coli eCf or -2 0 -2 -1 -2 0 -3 -2 -I 0 Pugct North- North- South_ South- Sound west cast cast west (1) (2) (3) --01_ (5) ~ ~ ~ ~ From 12- ~ To From To '.2P.=.r~t..!.nR ~).=.e~ ~Iajor l' 30 0 4 2 35 2 30 I 30 Secondary -6 20 0 IO 1 30 1 30 2 30 Collector 1 30 1 4 3 30 1 30 0 30 Roadl'lay Width - MaJor - -- -20 -11 -10 -2 -8 -3 -20 :'10 -20 0 Sccondary -12 '-8 -12 -6 -10 -6 -14 -6 -14 -s Collcctor -14 ,..3 -6 -2 -8 0 -12 0 -20 -5 !~i::,._A~c~/~i..!.e_ 74 45 ~Iaj or 20 64 10 65 18 84 15 41 Scconda.ry 30 89 40 59 20 39 15 24 5 14 Collcctor 5 .34 10 41 10 30 5 10 3 18 B.o~d~ ~t.!.u~t.:.. ~d.=.'l:.. ~fajor 0 60 0 30 0 50 0 69 0 60, Secondary 0 58 0 51 0 55 0 59 0 57 ,Collector 0 59 0 65 0 37 0 65 0 60 .2.P.=.r~i:..!.n.z.. 3'.=.e~ 30 -4 15 -10 35 -2 30 30 Major -8 -2 Secondary -10 20 -2 4 -3 30 -1 30 -1 30 Collector -7 30 -2 8 -1 30 -3 30 -2 30 UIlHAN AIlTEIIIAL 1l0AHIJ HATING VAI.UES TYPE J-I DATE: PRIORITY RANGE OF RATING GROUP ITEM DESCRI PTION VALUES FROfl TO , OPERATItlG SPEED Ll.J L...:.LJ 3 5 2 EQUIVALENT ACCIDEtITS/I~ILE L-.L.L..J LLL.J 1 10 3 BRr DGES LJ ,? LJ 13 13 II, PAVEMENT III DTI! LLJ '- -,' LJ...J 14 '6 5 ROADltAY STRUCTURAL ADEQUACY LLJ LLJ ,. 20 6 ROADWAY WIDTlI LLJ L.L...J 2. 24 7 OPERATHlG SPEED L.L.J LL.J 2. 28 EQU I VALENT ACCI OENTS/I,lI LE LL...L.J L.L.LJ 30 3. 33 35 9 PAVE/IEIlT WIDTH Li...J L..1...J 36 3. _ 10 ROAD\IAY 'III DTH LL-I LLJ '0, " II OPERUI NG SPEED .. L.L.J L..1...J " ,. 12 ROI.DWAY \-/IDTH LL....J L..LJ ,. , 50 13 EQU I VAL8:T ACCI DEtlTS/HI LE LLL.J L.L.LJ .2 55 III ROADWAY STRUCTURI,L/ ADEQUACY LL.J LLJ s. '0 15 OPERATI NG SPEED L.L.J LLJ 62 ., URBAIl REG I 0:1 ----..- . FUIlCTI OIlAL CLASS ----or-- . "."... , . , ....'-".' .' ,nh."!',.:. '.... GENE"Al, COHDJnONS I '-">oil j,,1'tonoKt00t1 _If fOr ~,ol .,.,_w:li_ ,. Tnll1oc: COltClllIlI !)"'" ".,U:llt e 11t~ ~ . ... 'IOU'" 610- HiQ~, CApaC.ty WcwIuol 196' 6. T...... _ 110 IDeol tf_lli, t....... Is.... "1-14' ZOrorror s..,,,... o..fnct (Cs.aJ ot 01'1 ,,,&0,, _ o( Hq.o., CopOc", ":1.-.01, tM:I J 2:00,000 poplI'oll(lofL 7. 10'1."0"'" "'IN 0"" 10"''''' ...". 3 AtIrG 0' ,.... ....0,.... 60"";",,'. loCI''''''. fq4.,.. IN! e. PtlrboQ HOT ~",..1IM. 4 =.- .~;::: :.,~ "=:;hOh 1:,~:~:'C:I;?" 9. a....., '-rIM'. =;~~.t::~:.~:- ~-~.._~".' ~.. :'1 I, I .... , w '. H CU'!.. o_~ o:-ro. 'CD ~:J I; I "CtJl.rI;TWliflSl'Oft~rOil-'G-'. .. : i ~. _::J:.~::::l;r.;..7!,;.-::: :'~" ,; ':: I . 'l" . .::!--ti+. . -{'" , I ..0 iii &lI so _ to .0 , ;:;:~:';:~:~.;>>4 I I I I I I. ! I I ::.:~'bf~'.;:::.:..e::...~"",," I 'I I r -r I ! ~-~--- ~:~_i ;:: ~..!. AD.MTWWn ~ ...n' MCI un"... : -r- I .,... I I =..':-.-;:"a...~--=r.t::C- . 0 10 m 10 ... M . 10 ~ ----w- -40 lllO .. -..... .__....11 0 TW 0 W A V ST"EE:TS , peAl! HDUIII mAar ~JTM(~ r;:':It;E~-Cft~~_g-;r:':::: 1.0 ..~O, ~..- ''!L ."" _ ~1'-11 Q.-,. t'l: I, . : ",' LO ~;,:.;,;;;:~~-.;. ~'~.' ;~ ~ '::::.:. c:~...~..._ __I w - :: I r-:- r ~~-'iT~;~..MJ . H- ." ~~.. ...0.10 110 CI .. . ",",1II0toCN MOTM-O,IlII.lODflASIOM I.UC f ,\ . ~ & . - w. " I I '. .. ., . - - - .' I ~ ., "':v.:z::==~~ w ., ..-....-- ---...-- . , C.....-,,-.---- ,~ ~r.$;,:-.:r;r..:;::;.:...~ ~=:;=-=:-...- -_. :0 ,>"f' . . . ~ e ~ w . . . .' I I w . - . 1 ... 00 I " . 'i"-t 0, . . W G W W . f. ,. [ r I } OHE.W AY ~ 111/..... ,- ,- I 110 .. CI :MI CUll. 10 cu.. w.o," (1Irwt) II ..1/ ~ .~. 0,'.. :: ~': ~;.. I-- . . ; -j-"-: 10 110 10 000 100 w." . - I I I I I I..)y;j:: .11":- ..- "" I I ~ ,. . . . .. iO . .0. - . TIT r:;:p;j , _II ::'_, ..- "' ' II . . ... .. .. - 22 .'. '~',. >\.1 PLATE III URBAN STREET '~I~l'cWmON ST~EE'TS :: - c:::: ': , : 'lIIUCJtA-'O~IUS~ ~c.;:':.~c::.-.-= J.:JI:.';~.":J-~ ~iir :1......A::::.::t=::.,....~~- --.-.......-.- :~.~~ ~ .............. - ::.,......::c:-:=.t. ~"'I1I1!=- ~ --.-. -"""."~"- ~...-.............._..- =':.:''n'''o-''- .. ur. ~t.~-'-:t~ ~.;,.~ . 1o::.Lo"01:;:..n"""~......."... ..- ,........ r:::..I/t!I'2.~"~ ,- .: ...."--., .:: . . .: . " ~ ,",' AD.".."lIIUfft......,. MC),," TU-.. ~ ... '-='8l':.~-=-~ ="";;" .-..-..--- .' moo..............._...___ :,..:::- --- ~ ~-._---- -...-- -..- f)...__ I f J ! j I 1 I 1. '( J 1 J t ,1 t, CAnD Type ,5 '- LlST/Ne I?EOr)E S T AlII/lYSIS /l, Ii'I/Tt/IG IlEMARKS 1/ . l' ~'.C.8P .$.08D $.- SUDUJ?81111 3J .:l..FIlIN(;~ "'.IU!JID, C.- ~XPRE.SS ~A~ (t-MJ. CoNLY dD" WHOITION OeSCli'lPTlON FIC * HEAPINGS , I 2 3 -01 PAVEMENT' WIDTd 01 02 , 03 ~'" '.. ..... 02 Rlil/OWA Y WIDTII PAVT RDWY. HO!?Ii!. (Z HORIZOIITAI. AI.IGIIMEIIT WIDTH WIDTII AUN. 0+, VERTICAL' At/GNMENT ' i 0$ PAVC'PEIIT WIDTH JUTE 04 OS 06 ".. .'" ":twY. 06 J?tJAl>WAY WltJTH RATE VERT. PfiVT. OPEP.ATlllti SPEED AUII. "WIDTH WlbTH 07 RATE RArE 08 PROPERTY O/lMA6E ACt1Il>EIITS -- 07 08, 09 b9 IN<lt/,QY ACelDEllTs --- .-- .. .. "H- ID rATAL ACCIOEIIT S OPE/?: P/?OP. rN,J. /I EOIWil.E/IT ACP/DElfTS/ MILE SPEED DAM. ACClo, IICCI D, /2 PAI/EMEIIT RIOE '..:...,.:: .-.. -- - 10 II 12- /3 PAVEMENT ST,QVCTIIRAl CI7III)/T. , .u ' ..,... E~ 11 PAVE/;1EA'T ORAlllAGE eOI/PlnON FATAl. EtPV!V, PAn: 15 YEAR l/lST SlIRFACEO ' AGCIt), AC&'! IJ./ ' I?I0e . - ~-, ..-- " -- I- MII.E 16 ,A'IJWY. STRlI~.!'. ~OEQlIAC.'(__ '- -'- 13 11 18 /7 Sl/Ii'FACE TYPE, \ ~". ..." ~... 18 BRIPGES PAVT. PAVr. 8,QILJGES STIUICr. OllAlN. ClJlla COllo, IS (ANA) oll,ljl PAJlT. PI/PT. YEA.\' I?DWY. " P/lV r. ST,ftlCT DRA/I/. LAST StJl?F, STI?IICT. !?IDE calla CON/), sv!?;: TYPe IIDE~, 16 (,pAr.) .... I?DWY. S TRUCr.. ADE. Q.. . --- ~ /-MAJol? .2' SECONDARY 3.' Cf)Li.ECTf)R r I' L r ~ , ,(~ ifA57l 'Vi<"" ~ tlF)~ ~ _{,..J COllN,(Y ROAD 1 ,-(it ':JMlt'JISTRATION BOARD (,t.!. -, L .J --, I ..J ~ . . IABLE OF CONTENTS ,PAGE I GUIDELINES 1 II ,ARTERIAL STREET SYSTEH CLASSIFICATION 1 III CONDITION RATING 2 ':IV SERVICE RATING 5 'v PRIORITY RATING '5 "VI 'EXPLANATION OF RESULTS 6 .LIST OF EXHIBITS , EXHIBIT 1 ,:EXHIBIT 2 ',,:EXHIBIT 3 <EXHIBIT 4 ...:iooIrBIT 5 :EXlUBIT 6 SKAGIT COUNTY ROAD PRIORITY SHEET ROAD PRIORITY RATING SHEET SKAGIT COUNTY ARTERIAL DESIGN STANDARDS PRIORITY RATING GRAPH PRIORITY RATING SlJ}lMARY PRIORITY RATING SUMHARY 8 '9 '10 ;11 '~2 ,,25 . . ."devaloped for each study section. The sheet ineludes all of the factors contingent in the priority rating of the study section. The methodology .'...sed consisted of the following technique. ,Items 1 through 14. '~ese eriteria were derived from County records with Item 4 .established by '~ges in roadway characteristics, land use, or major intersections and ;Item 10 corre1ated to Item 4 from the County Route log. ''<items 15 and 16. <!!.'he . existing condition was derived from County reeords. In order to arrive ,atauumerical rating for Items 15 and 16 enter ADT (Exhibit 1 Item 9) '~Exhibit 3 and find the Design Class either 1, 2, 3 or 4. Based upon the_ ,c&ection's functional ClaSSification, use the fOlloWing table to arrive at 'the,appropriate design sub~class. ';Design Major Secondary "Collector Local : Class -Arterial ,Arterial Access 1 ,A(A) -.:A(B) B(B) ':J! (B) '2 .A (A) .A(B) "B(B) Jl (B) 3 . .A(B) ,.A(B) 'B(B) .'B(B) ,4 A(B) "B(e) ,C(C) , C(C) ( ) Shift of sub-class based upon the influence of land use and 'topography from Item 7 and 8 on Exhibit 1. 1. Road Name 4. Section Description :5. Design Class 7. TOPOGRAl'HY o F1at o Rollln& o Houo.ta1aoc.s: 6. ADT (l97~) 10. ODOMETER: End Section Begin Seetion 11. Section Length (miles) . 13. Soil Type 14. Surface Type 2. Road No. 3. "Saction 8. LAND USE o Rural. DUrban o Suburban 9. FEDERAL AID DYes DNo 12. AVG. DAILY % TRUCKS . 0 tinder 10%. 7F - 1.0 o 10 - 20%. TF - 1~3 o 21 - 30%. TF - 1.5 DOver 30%. TF - ~.7 CCQent: Concreto ..Allpbalt Concrete. (Cood or Poor B..c) . R.oad Mix (Coad or Poor >>..e) ~1.&ht B:tl:ucdnc.us .craval Cr.a.d~d & Drained . Uo1.1:trroved ~ '" '0 ..... 'Z' 'U .;j 0..... 0 ~~ Z.... '" ""eo :< ~e ~~ ~ 10 ICONDITION RATING! 15.oSurface Width Distance Average Speed 21. Freedom From Roadside Hazards ~2. Riding Quality 23. Structural Quality 10 10 15 15 12 4 0 Exce.ll. Coed :<<i= :',:,or 'Jery Poor 15 12 0 15 24. Drainage Adequacy ~ERVICE RATING~ 27.1 Tot;a1 SerVico Rat1ng_x 1.5-_ 2'1..2 11a.1.1 Routa ..............................~... 27.3 School Bu.s 'Route ...................-..... ---:--- 27.4 IJfr _" TV_ 27.5 '!01'AL ~'!MllroS'UD RATINC 27.6 Adjustt:lent: Factor" _ 27.7 AD.reSTtll SERVICE RATl~C-(27.S)"(27.6)._ 31. IHPROVEHENT COST: Road.my: RN Structures: R/W (rable ,oj 25. 26. 2B. 29. . 30. 30.1 30.2 30.3 30.4 30.5 30.6 30.7 30.8 TOTAL CONDITION RATING, NORMALIZED CONDITION RATING ADJUSTED SERVICE RATING PRIORITY RATING (See Chart) Type of Improvement No Improvement Shoulder Widening Resurfacing Minor Widening & Resurfacing Reconstruction Isolated Reconstrue~ion New Location Other 50 100 100 Constr. Conntr. Total Total . Exhibit 3 . SKAGIT COUNTY ARTERIAL DESIGN STANDARDS (PROPOSED) 1 2 3 4 DESIGN CLASS A I B A I B A I B A I B1 C DESIGN SPEED (M.P.H.) 40 I 30 50 I 35 50 I 40 60 I 50 I 40 'AVERAGE DAILY TRAFFIC '(ADT) Current Under 400 400-750 750-1500 'lSOO-4000 ,DESIGN HOURLY VOL~m 400+(d) (DHV) IS Yrs. Hence - 100-200 200-400 NU~mER OF LANES 2 2 2 2 Min:iJnum. l1inimum Minimum Minimum PAvmlENT WIDTH 20' 22' 24' 24' SHOULDER WIDTH (a) 4' 6' 8' 8' SHARPEST CURVE Haximum Maximum }!aximum Maximum Degree of Curve ll.sI21.0 7.01IS.0 7.0Ill.5 4;5\ 7.0111.5 -@ 0=0.06'/' GRADIENT (b) Hax:Unutl ~!aximum Haximum Haximum Fl.at 6% I 7% S% 16% 4% -t 5% 3% I 4% -\S% 'Rolling 8% 9% 6% 8% 5% 6% 4% 5% 6% Mountainous 10% 11% 8% 10% 7% 8% 5% 7% 8% STOPPING SIGHT DISTANCE HinimlllD Minimum Minimum Minimum 27S' 200' 350' 240' 3so'I275' 47S'1350'127S' NEW BRIDGES (e) Curb, to Curb Width -26' .. 28' '40' 40' , , Design Load (AASHO) H-20 H-20 H-'020 H-20 ; Vertieal. Clearance '14.5' 14.5' ,14.5' 14.5' RIGIIT-OF-I~AY wrDUl 60' "60' Adequate Adequate -(a) 8 feet in built-up areas; for guardrail installation, width of shoulder to be 'additional two feet. (b) May be steeper for short distances '(c) 1\11 bridge curbs to meet state standardo Sidewalks to be determined on nil individual basis. (d) Geometric pesiRn Standards for over 600 DHV ohall be determined from the results of an engineeriog study based on AASllO or acceptable st,mdards. ~ Adapted from "Proposed I~ashington State County Arterial Design Standards, Hay 15, 1968", Priority ProRramming, County Road Administration Board, p.5. R:U:iuB Points For C;t:istir.Sl: l;'idth 24' 23' 22' 21' 20' 19' 19' 17' 16' 10 9 8 7 5 0 0 0 10 10 10 9 7 2 0 0 10 10 10 10 10 5 2 0 ::I'AllLE 3 - ALIGNMENT ~ po:nt~ - 10- [:rCDe 2~ DS)) 1lbere: De - Existing Degree of curve. :Da - DeaJ.gn Stm:darcS Hax:f.m\.Cll Degree of curva L - Sect:l.oa. :LenGth 1.n I:!:1les ~, bclude curves "here De i. ~ea8 t;ban Ds frot!. evaluatJ.on 'XAllLE 7 - FREEDOM FROM ROADSIDE HAZARDS Rad.nc to be based on Frequency or P,roportion of Section 1en t~ ha,r1n the fo110101in Deficiencies: '.- Fixed objects close to tr2.veled "ay (Ut:l.ll.ty Poles, Culvert !Jead\1aU., . "GoardpoBU with nO ra11) -.lIarrow "vtl cl1tchel 1Iith l1.t;tle Dr no ,'Tec:overy area 01" forcslope - Leck of luardrall on steep. high fil10 RATING Excellent. Above deUc:1cncic8 absent RANCE: .',. - 10 point. Very Poor - Exceasive omouat of 2 or Clore of above - 0 9 - STRUCTURAL QUALITY Dc.cnpt1on of Rating Da.t1c1a.ne1u Po1uts Hoao 15 D1aC1'I!t:G Patterns aD leu than S:r: of 12 Section Lenatb. Fa\l P.:stehu. Di.t;r~s. PAttern. on 5:: to 25% ot Seeeion Lcn;:th. Aver_g_ I:dntenatlca efrort. but not uneconce,lco1.l. otat.na. Pattern. on core than 25% of Scct;1on Length. C:occn.lvc tl.31.ntenance btreoe Dictre" - Sovar. Itcavlng, lute,tac, or Brul'.-up. "l.arrllnt. Rc- Q ~on.tructlon on ilIn urcent b."II. DESIGN " . 8' 6' 4 TABLE 4 - GRADES % OF SECTION LENGTH EXCEEDING STA."1DARD RATING POINTS TABLE 6 - AVERAGE SAFE SPEED DESIG:'l Rating Points for AveragQ Safe Speed SPEED 60 55 50 145 40 35 30 25 20 60 10 8 5 2 0 '0 0 0 0 50 10 10 10 8 5 2 0 0 0 40 10 10 10 10 10 8 4 2 0 35 10 10 10 10 10 10 3 0 30 10 10 10 10 10 10 10 '5 0 TABLE 8 - RIDING QUALITY Description o( Qua.1icy Deficiencies Excal1. None Good Slight v:lb'ratioo' & no1.se Fair !'.oc!erate vibration & noise: Minor sway or jounce Poor Considerable 6way or jounce: Moderate steering effort: Very Poor Excessive way or jounce; . Excessive steering effort: Or, hazardous cro...-n when iey NOTEz Hax1r:1ut'1 Rating for U:~SURFACED ROAD 15 2 Points ~is greater than 25 Vehicles Per DI1Y Possiblo To "'. p~ Maintain Safe -::,s Speedl .0 ",,0- Ye. 10 ~ies Ye. S Ye. 2, No TABLE 10 - DRAINAGE ADEQUACY Descript10n of btiDS uaUt Dcfic:1anchs Points Excell. None 15 Good A tev minor apot ovorflow, pToblcms. 12 Fair Infnquent cuffle stoppaGo." 1Ie1Ght of &Tildo line. chaancl crollG-saction & piping: below ae..nd.ud thilt 'Would 4lpply it rebuilt. Poor Frequent; overflo\l & tn.fUc: Stoppacae in Ilodc'l".~c .conu. Very Overflow & traf!1c _tOPPAg." CAnnot Poor accoClOd"te run-ot! of roveR. .ll&ht 0 .tons. :150 <> ,'10 j:j i:l ;'0 I:l ..: ~ tl :~ 20 ,a 10 ~ I"~ 0 0 . Exhibit 4 . ,PRIORITY RATING-2.5(USE RATINGIL2~ lOG (100 I CeNDITION RATING /VV / //V VI/ / ~~o /'./ VV / / .. ~o ~%"~./' v V J V~~V /V v 'it:%'/"'VV~ ,---- ____ /'"~;/"'} --- ~ YoV'-- _ ........-........,~-'-- \\'2-0 ~ -!--~-~ ..- ~.--;- ~-_t-- .J--r-- I p ~ _ PR I 10 20 30 40 50 60 .CONDITION RATIH'Q I I I / / 7 / / ,/ / ./ I 1./ , - 70 80 90 100, (Figure 39) . . The second step is condition rating. This really involves comparing the geometrics of the existing road against a comparison sheet of design standards. The most readily available standard is the Washington State County Arterial Design Standard which was last updated by the Association of Counties in 1968. (Figure 6) Washington State County Arterial Design Standards PROPOSED Mav 1< loAR ADOPTED AVERAGE DAILY TRAFFIC (ADT) Current: Under 250 250-400 400_7<0 DESIGN HOURLY VOLUME (OHV) 15 Yrs.. Hence 100-200 200-400 400+ SHARPEST CURVE Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. (Degrees, and Radius in Feet) Do R' Do R' Do R' Do R' DO R Flat 8.5 694 8.5 694' 7.5 758 7.5 758 7.0 833 Rolling 13.5 427 13.5 427 12.5 464 12.5 464 11..5, 508 Mountainous 25.0 231 25.0 231 23.0 250 23.0 250 21.0 273 GRADIENT* Maximum Maximum Maximum Maximum Maximum Flat 6% 6% 6% 4% 4% Rollin8 8% 8% 7% :sz 5% Mountainous 11% 11% 9% 7% 7% 'PAVEMENT WIDTH Minimum Minimum Minimum . >Ii nimum M'lnimum 20' 20' 22' 24' 24' STOPPING SIGHT OIST. Flat 350' 350' 350' 350' 350' Rolling 275' 275' 275' 350' 350' Moun tainous 200' 200' 200' 3<0' 1<0' UTn..... n.. onon..,.v** 'R' ,.' 3/.' <0' 40' NUM8ER OF LANES 2 2 2 2 2 NEil BRIDGES' Curb to Curb Width (Ft.) 26' 26' 28' 40' 40' Design Load (MSHO) H-20 H-20 11-20 H-20 11-20 Vertical Clearance 14.5' 14.5' 14.5' 14.5' 1.4.5' RIGlIT OF WAY WIDTH 60' 60' 60' AdeqWlte Adequate (Figure 6) * May be steeper for short distances ..'For guardrail installation, width of shoulder to be additional two feet. U AI1'bridge curbs to meet state standards Sidewalks to be determined on an individual basis Geometric Design Standards for'over 600 DlIV shall be determined from the resulcs of an engineering study based on MSIIO or acceptable standards 5 ~~ . . This particular formula. was developed by John Baerwald in the course of a study he did of Allen County Indiana some years ago, and has been used successfully in a number of studies since then. The formula is graphically reproduced in Figure 39. PRIOR ITY RATING' 2,5 (USE RATING) L25 LOG (COND'~~:N RATING 50 I I -r I / / / I // / / / I ,~y-/'/ / / / / ~~/ ./ /,,, J 1"".... '" ~ /V.V..... .~ :"1/.... / ~ 20 ~:;...-:~ ........r....)~y V V .. ~~ V.--...........;J1--.....- . ~ :> 10 ~!Z;......_ -- _-- _-~ '-"" ~~).!! -- e 40 30 / -, 1/ /' / ./" 1/ -, 1/ --/ IW'~ - .....- --- P. -- o o 10 20 30 40 50 60 CONDITION RATINII 70 sO 90 100 (Figure 39) The Baerwald formula is designed in such a way that the condition rating useo in the formula can have a maximum value of 100 and the service rating can have a maximum value of SO. Therefore, it is necessary to convert the total service rating shown on (Figure 37) to an adjusted service rating which can be used in the formula. In order to do this, a rating of SO is made equivalent to a number somewhat higher than,the maximum total service rating. ' SPOKANE COUNTY PRIORITY RATING SUMMARY ROAD NAME 91\I.oU SE. "V.lV ROAD NUMBER \ \ 8" SERVICE RATING SUMMARY (El\U.va"nt rro"ic Volume) Avt"taqe Tramc \Crume M"il Route School Bu. Route M2a. lo.a.. .12)_ AU total service ratings are then converted to adjusted service ratings on a straight line ratio. In the example shown here, the total service rating of 1766 became an ad- justed service rating of 47. O. Ave. Ratinqs Weiqht To'" (conomy -TI-- 1.5 ~ Service .-19- 1.5 _eEL Recre..ti~ .-11- I .J:L Cornm...nitl -22._ I .2.5- TOTAL SERVICE RATING AdJus'ed ~ervlce Rahng rte'or (0 tu~) ton,lItl"" Rollnq (010 1001 p,,,,,'j 1Q"nq (0'" 1001 PR..2,S (SR.) 1.23 loq \~al Totol .26- ~ .4Z12. .2L [!gIJ (Figure 40) Now, when the adjusted service rating of 47 and condition rating of 53 are combined in the Baerwald formula, the final priority rating (using the graph shown In Figure 39) turns out to be 84.9 and Is entered on the rating summary sheet (Figure 40). This completes the rating process. 19 . . TANGENT 2-LANE HIGHWAYS ~ Operation o - 3% Gradient 3 - 5%. Gradient 5 - 7% Gradient Running Running Running- Speed Total Speed Total Speed Total ---,!ffi:L ~ $ Yearly MPH Cost $ Yearly MPH Cost $ Yearly 8 13.63 49.60 10 13.35 48.60 12 13,07 47.60 EXTRAPOLATED 14 12.79 46.50 16 12.51 45.60 18 12.23 44.50 20 11.95 43.618 20 12.43 45.370 20 12.63 46.100 22 11.68 42.632 22 12.25 44,712 22 12.46 45.579 .24 11.40 41. 610 24 11. 73 42.814 24 11.91 43.472 26 11.12 40.588 26 11. 36 41.464 26 11. 55 42.158 28 10.89 39.748 28 11. 00 40.150 28 11.15 40.698 30 10.55 38.508 30 10.67 38.9/,6 30 10.84 39.566 32 10.27 j7.486 32 10.38 37.887 32 10.55 38.508 34 10.07 36.756 34 10.18 37.157 34 10.39 37.924 36 9.90 36.135 36 10.03 36.610 36 10.24 37.376 38 9.78 35.697 38 9.90 36.135 38 10.18 37.157 40 9.70 35.405 40 9.85 35.952 40 10.12 36.938 42 9.65 35.222 42 9.82 35.843 42 10.12 36.838 44 9.68 35.332 44 9.86 35.989 44 10.18 37.157 46 9.77 35.660 46 9.96 36.354 46 10.28 37.522 48 9.94 36.281 1,8 10.16 37.084 48 10.64 38.836 50 10.33 37.704 50 10.57 38.580 50 11. 28 41.172 52 10.75 39.238 52 11.03 40.260 52 11.81 43.106 51, 11.16 1,0.734 54 11. 50 41.975 54 12.68 46.282 56 11.60 42.340 56 11.94 43.581 56 13.43 1,9.020 (Figure 45) Reprinted Crom AASHO "Road User Benefit Analysis (01' Highway Improvements". ZZ The computations to determine operating cost and accident cost are shown on the urban priority rating form (Figure 47) on which the entire rating process is eventually recorded. . . URBAN PRIORITY RATING _of_ MA.:'loR. Clo.GS Rond Name SPRA.GUE AVENUE From Pl>..ll.\oC.Ro 1>00 To Sl'oltGENT Ro"'o I. SERVICE RATING A. Operating Costs: Operating Speed ~PH MDT x Length x Co.VMile 19,!i2.0 ) (~) ( 42.63 O.'BUi. ). #5C.5,970 B. Accident Costs: ~ PD @ :j;~0 -t-111SOO 5' INJ. @ ~6,000 :f: 3D 000 .-l-- FAT @ ~23,000 * 2.~,OOQ #c,~SOO _(1) (2) C. Delay Co.ts: Posted S.L. ,3LMPH Operating Speed .z1....MPH ( Cost (1.) Cost (1) ) x MDT x Length ( 42.. G.'?, '3'-. 14- ) ( 19,52.0 ) (o.b8)" #~~II"O D. Tot..l Cost ~ Length ( -rn.~oo ( O.,,~) SERVICE RATING l,oSS ~ \000 II. CXlNDITION RATING: Possible Rating A. Pavement llidth 20 ..lfL B. PavM\ent, Condi tion 10 ...E- c. Sidewalk, Curb 5 ....9..- D. Traffic, Control 20 J!!:.. E. Aligrvnent 10 ..t.Q.. F. Grade 10 ..J!L G. Base Adoquacy 10 ...!L H. Dr a i nage Adequacy ....l.2.. ..!!d.. 100 68 CXlNO I TION RATING (;,8 III. PRIORITY RATING (S.R.) I,OS'S' I.OSS" I, OS'S' Log ..l!lll C.R. ) Log .JlllL (CoB) )CLog /, 4-7 ) )C 0.1'73 ) PRIORITY RATING /7b XXX)()(XXXXXX~ (Figure 47) 24 . . 2 PROGRESS SINCE 1957 In 1957 the Clark County Board of Commissioners issued a report on the county road department entitled, Clark Countv Road Studv. That report recommended a Federal Aid Secondary network and a system of arterials, and establishe9 priority ratings on all county roads for rational schedul- irig of improvements and construction. This examination, in 1967, proposes among other objectives to evaluate the progress made in the county road department since 1957. Table 1 shows growth and expansion in Clark County in items other than the highway department. Table 2 shows road,department expenditures for various years since 1954. Table 3 compares road mileage by types in 1956 with 1966. TABLE l.--CLARK COUNTY GROWTH 1956 TO 1966 Year % Increase 1956-1966 Item 1956. 1966 Clark County Population 89,444 U3,305 No. of Registered Vehicles 45,433 62,l62 TOtal County Budget 766,987 1,629,158 (Excluding highway depart- , ment) Public School Enrollment 20,378 2B,490 (Elem. 6. High School) Assessed Evaluation 65,005,585 131,389,l50 21 37 106 40 102 ...,. ~ 9:> ~~ );tN\ _ ,- '-1' ...."t~ Ef~, ~/~g;:D~1 "'5 '____.-u, '_=;;;:. _""~-\""""'" -r;""" V ;, .....,.-~ t.O"~;j4 __ r,. : " 0....( .- ".~_._~,]!=''''' -- ~ .~~~ --. ~~~ ."'.- . . 3 TABLE 2.--CLARK COUNTY HIGm~AY DEPARTMENT EXPENDITURES* Cons truc- Mainten- I Year tion ance Overhead Other Expend- . itures Total Spent 1954 313,110.97 450,347.95 136,581.35 27,141.61 927, 18I. 88 1956527,972.35570,830.01 68,204.IS 15?,301.90 ~';323,308.44 1961 546,785.04 654,100.54 82,295.28 327,869.00 1,611,049.86 *These do not inelude FAS funds. 1965 916,668.10 757,961.27 87,140.73 510,694.43 2,272,464.53 Type of Road TABLE 3.--ROAD MILEAGE BY TYPES, 1956-1966* Unimproved Graded & Drained Gravel and/or Stone Low Type Bit. IUgh Type Bit. Portland Cement \,'" Total Existing Mileage at End of Year 1956 1966 1. 65 2.8 2.58 385.37 143.47 460.21 686.67 .49 58.26 34.04 21. 86 884.34 910. S4 *These figures are from the county's ~O repo~ts. r. Increas 1956-1965 ':71' . . 4 The following Xable 4 shows estimated annual maintenance and construc- tion costs per average mile of Clark County road and the estimated annual cost of all county roads--as used for gas tax allocation purposes. The figures are fo~ years in which gas tax allocation percentages were made--as indicated. These are not expenditure figures but are intended to show what the county should be spending to provide adequate highway serv.ice to a uniform statewide service staddard. The figures show an increase from 1954 to 1965 in estimated need of 215%--a tripling of finan- cial need. This contrasts sharply with the meagre 717. increase in actual budget for the same period. - , TABLE 4.-:-GAS TAX ALLOCATIO~ COST ESTIMATES FOR CLARK COUNTY Estimated Cos ta Total Maintenance Construction Mai.ntenance Year Miles and Per Mile Total Per Mile Total Cons truction 1954 874 $530 $463,220 $ 736 $ 643,264 $I,106,484 1956 884 534 472,056 820 724,880 1,l96, 946. 1961 913 893 815,309 1,576 1,438;8B8 2,254,197 1965 924 911 84l,764 2,864 2,646,336 3,488,100* *The 1965 total is an increase of 215% over the 1954 total. these figures and tables show plainly that expenditures for roads have not increased proportionally to the growth of the county. And while the road budget has lagged the public demonstrates an ever increasing demand for betcer highway facilities. Although most of the ,oads that showed a high priority for i~?rovem.nt in 1957 have been improved and rebuilt and many miles of other roaus have been upgraded, it cannot be said thae the CLark County road syst~ is in any less critical condition now than it was ten years ago. '[he Clark County road department has scarcely kept up with increasing new demands. Conditions are apt' to get worse before they get better. This can be judged better from the traffic and accident conditions on the road than from the physical condition of the roads. Js the urban sprawl penetrates farther into the rural areas of the eouney, ehe road situation will become mare serious. . L, h' 20 :30 40 50 60 . 140 120 100 90 80 70 60 50 40 Cl ----- ---.~-------~ 30' ~ , ~ '25 E:xa""p/~; ~ Condition 'Ra1in~ = 66 :;: . ..... ~ Sc.-vicc "Ro.+.....~ =~...... 13 p lAce ~-t,.i'1kt<.d,e. D.S :sh.w" ;. dD tte.d 1;/l~1 _J. r(aJ .f;f :..,,,;;";', c."Ji"c.l "'+-a CI"'~"'"J 'l?..f';'5 " 3/ Cl Cl ~ -.-.-.--------~ ~ ~ ~ ~ 6 70 f;.i - Z ~ H ~ ~ Z 0 o 0 o ao :85 10 9 a 7 6 5 20 IS 16 14 12 ~' 5,000 .~ 4,500 'H 4,000 ':;: ,500 t: 3,000 :::: 2,500 ..... ~ 2,000 .-< ~ ::l C C ex: 1.000 Cl) 900 l:ll 800 ~ 700 ,Cl) > 600 .$ 500 400 1,500 1,250 300 " 250 ,200 150 100 50 o 90 PRIORITY RATING Cocbincd Rating = 0.2' (Service R:;.t~ + J:O)~ (100 - Condit.ion Rati::lg) ~o::O<::':l.pl1 tor de':.or...i:'.a.tion ot pt'ior:1.ty r:i.t.1ng. . . 11 TABLE 5.--UIGH PRIORITY COUNTY ARTERIAL ROADS CLARK COUNTY, 1967 Census Identifi- Road Section Section Priority Tract cation Number Number Length Rating The 'following roads are given top priority for connections to F AI 205: Nl3 2672 SE 19th -- .04 Special N13 2736 SE 19th -- .35 Special N13 2736 SE 19th -- .26 Special Nl2 2866 SE 10th -- .07 Special Nl2 2866 SE lOth -- .44 Spe:cia 1 Nl3 2866 SE 10th -- .38 Special N12 9216 NE Nill -- .22 Special Plain Rd. N12 9216 SE Nill 609 .93 Special Plain Rd. N13 9216 SE l1ill 609 2.34 Special Plain Rd. N13 3051 SE Nill -- .45 Specia 1 Plain Rd. N13 9216 SE Hill 609 .27 Special Plain Rd. Nl2 2772 NE 9th -- .25 Specia I -- 2820 NE 96h -- .12 Specia I Nl3 2978 NE 9th -- 1.00 Special NEl3 2989 NE 18th -- 2.50 Special N13 3062 NE 18th -- 1. 45 Special N12 2174 NE 18th -- .63 Special -- 9240 NE Bur ton 608 1. 59 Special -- 9240 NE Burton 608 .59 Special NlO 1854 NE 63rd -- .34 Special NIO 1800 NE 63rd -- .21 Special NIl 2216 NE 63rd -- 1. 85 Special -- 9130 NE 78th 352 .10 Specia 1 -- 9130 NE 78eh -- .18 S1' ~ci2.l -- 9130 NE 78eh 352 .06 Specia I Nl2 2461 NE 78th 20f2 .06 Specia I N8 9130 NE 78th 352 1.50 Specia 1 N8 2292 NE 78th -- .05 Special N6 9516 NE 83rd 599 1.74 Special NI0 1352 NE 83rd -- .21 Spec ial N7 2414 NE 83rd -- .07 Special N8 2172 NE 99th -- .26 Special N8 2168 NE 99th -- .50 Special N8 1966 NE 99th -- .12 Speci.,l N8 1940 NE 99th -- 1. 75 Specia 1 N7 2394 liE 99th -- 1. 75 Spacia I N7 2340 NE 99 th -- ,56 Special NIO 1800 :-IE Minnehaha -- .15 Speci" 1 NI0 1800 NE Minnehaha -- .23 Special . . 12 Census Identifi- Road Section Section Priority Tract cation Number Number Length Ra ting N7 2394 NE 99th -- .51 Special N7 2394 NE 99th -- .13 Special NIO - 1451 NE 99th -- .67 Spe.-:ial N8 9125 NE St. Johns 351 1. 78 Special Rd. N8 9125 NE St. Johns 351 .51 Special Rd. NIO 9125 NE St. Johns 351 .67 Special Rd. NIO 9125 NE St. Johns 351 1. 78 Special Rd. NlO 9125 NE St. Johns 351 .13 Special Rd. NIO 9125 NE St. James 351 .63 Special Rd. N8 1973 NE 50 Ave. -- 1.24 Specia 1 N4 4439 NE 50 Ave. -- 1.52 Specia 1 N4 4439 NE 50 Ave. -- .47 Special N8 4415 NE 50 Ave. -- 1. 54 Specia 1 N8 9410 NE 119ch 602 .79 Special N7 9410 NE 119th -- 1..50 Special N8 9410 NE 119th 602 10f2 .41 Special N8 9410 NE 119th 602 2of2 1. 68 Specia,l N8 9413 NE 119th 600 .37 Special N7 9410 NE 119th 602 2.25 Special N6 9410 NE 119th 602 .45 Special N4 9413 NE Salmon Cr. 600 lof2 .41 Special Ave. N4 9413 NE Sa lmon Cr. 2of2 .79 Special Ave. N8 9413 NE Salmon Cr. 600 .76 Special Ave. N4 4313 NE 134th -- .06 Special N4 4314 NE 134th -- .67 Special N9 9420 NE 134th -- .10 Special N9 9420 NE 134th -- .16 Sr" ':'..:11 N9 9420 NE 134th -- ,OS !::....:...\.:;;.~ The following arterials are listed in the order of t.}) cir fJ'l-io:: i ts ;:-:~._~;.n:t~ -- 9130 N'N 78th 352 .56 12 N11 2050 NE 44th -- .93 72 N6 9330 SE Lake Rd. 613 2.38 72 N8 9125 NE 72 Ave. 351 1. 64 62 N8 9245 NE 72 Ave. -- 1.67 61 Nil 9130 NE 76th 352 .59 60 -- 9235 NE Nerton -- .12 60 N2 9125 Co. Rd. 3 351 lof2 l.lO 59 N6 9330 SE Is!: 613 1.43 58 -- 9231 NE 112 Ave. 611 1.50 57 Nll 2116 NE 58th -. 1.27 56 N4 9125 NE 72 Ave. 351 .40 56 N12 2620 SE Evergreen 1of2 .62 55 Blvd. I 37 NE 13 9330 SF. 1st 613 55 . . 13 Census Identifi- Road ~ec tion Section Priority Tract cation Number , 'umber Longth Rating Nl 9620 Co. Rd. 12 591 2,56 55 N2 9125 Co. Rd. 3 351 1.01 55 N5B 9345 Co. Rd. 30 618 1. 94 55 N6 3169 Co. Rd. 134 10f2 ,1.42 55 N6 9345 Co. Rd. 30 618 1. 17 55 N8 9130 NW 78th 352 .33 54 N6 9345 Co. Rd. 30 618 .78 54 N2 9616 Co. Rd, 16 5~of3 .51 53 N4 9125 NE 72 Avo 351 2of2 3.19 52 N4 9125 Co. Rd, 3 351 .56 52 -- 9235 NE Horrow -- .30 51 N12 9205 SE Ellsworth 612 1.03 51 N2 9616 Co. Rd. 16 59030f3 5.34 51 N9 1429 NW 31 Avo. -- .26 51 N2 9608 Co. Rd. 1 588 .09 51 N8 2275 NE 94 Ave. -- 1.39 50 N5A 9545 J.C. ;lard Rd. 594 .14 50 Nl3 9335 NE 192 Ave. 614 .76 50 N4 9436 ME 179th 596 20f 2 1. 81 50 N9 9105 NW ll9th 261 .24 50 N4 5185 Co. Rd. 5 -- 1.91 50 N2 9125 Co, Rd. 3 351 4.42 50 Nl 6414 Eaton Rd. -- 1.37 50 Nil 9245 NE 72 Ave. 603 2.34 50 N4 9555 Co. Rd. 57 593 2.32 50 N6 9505 NE Ward Rd. 353 1.41 49 -- 2679 SE Ellsworth 2of2 .07 49 N2 9125 Peart 351 .50 48 Nl 9610 Co. Rd. 16 590 3.88 48 N6 9516 NE 182 Ave. 59920 f .73 47 NI 6171 Co. Rd. 20 20f2 .56 47 -- 9430 NE 179th 597 20f .11 46 N5B 3196 Co. Rd. 136 -- , .54 46 N4 4388 - Co. Rd. 60 -- 3.01 46 N4 5090 NE 199th 2of2 1. 51 l,6 N2 9445 Co. Rd. 42 349 2.18 46 Nll 2116 NE 58th 2of2 .12 l,4 N7 2535 NE 137 Ave. -- .34 44 N6 3021 Fares t Home lof2 .30 44 Rd. N6 3021 Fores t Home 2of2 .33 44 Rd. N4 9413 NE 159th 600 .37 44 N2 6068 Co. Rd. 38 -- 1. 85 44 N2 9608 Co. Rd. I 588 4.72 4l, Nl 9616 Co. Rd. 16 590 .50 44 Nl 9620 Co. Rd. 16 591 20f2 1.71 44 . . 14 Identifi- Road Sect ion Section Priority ca. tion Number Number Length Rating 5464 J.H. OSl':1an 30f3 1.04 43 Rd. N5B 3196 Co. Rd. 136 3of3 .52 43 N2 9445 Co. Rd. 42 349 .67 43 N9 9105 NW 31 Ave. 261 20f2 .68 42 N5B 3285 Co. Rd. 11 1. 90 42 N4 9413 NE Salmon Cr. 600 1.04 42 St. N4 4484 Co. Rd. 58 1. 98 42 N3 4225 Co. Rd. 22 30f3 .18 42 N2 9445 Co. Rd. 42 349 3.38 42 Nl 9616 Co. Rd. '16 590 .67 41 Nl 6171 Co. Rd. 20 3.75 41 N2 6020 Co, Rd. 39 ,23 41 9235 NE 109 Ave. .59 41 N3 9445 Co. Rd. I 349 6.12 41 N5B 3435 Co. Rd. 142 lof2 1.40 ' 41 N5B 3401 Sunset. View 10f2 1. 98 41 N7 5165 NE 142 Ave. .80 41 N5A 9545 Co. Rd. 10 594 1. 60 41 N13 3049 5E 192 Ave. .77 40 N13 9223 S5 1!:i4 Ave. .39 40 N6 3018 Co. Rd. 120 .84 40 N2 6201 Co. Rd. 48 1. 34 40 Total Length - 157.70 miles //i,. ,,~ ~r" ~ Mf~~-J~i::'';>~ l ~ t) """ ,j',"" r , 'l'I,,'~iJ'. 'I/r/,l~ ....:. /' , .j ".J.-.. ::::..!:i..,) . ~ "JiA.,I!!.h,~' ~'l ?d)~'1" ,n II. ,,1',...~9i~li~l!. rr'7 fl.' I, i/l. ..g,,~' ,r /.r.'1 II_Y.:~ '__ / /W-~~ /' U~~~ 1 r;:Y-7 / ~ --== .l!T;"t '!'"/t'::.:.. .,r;.#,/G. 7":"./J,?; :;/I. . --''-'';- /if :;~p:. L/).'; ~ I'i'j';::'--:.:(-.//~~ ~':7./ ,- /~~/ / ./ "::'i . . 15 TABLE 6.--HIGH PRIORITY LOCAL ACCESS ROADS (Listed in tha Order of Priority Rating) ~ensus Identifi- Road Section Length Priority Tract cation Number N4mber Rating -- 2603 SE Rivarside Dr. 2 of 2 .39 91 N9 4112 NE 139th 2 of 2 .19 88 NlO 1043 A1ki Rd. 3 of 3 .22 82 N6 " 3095 Co. Rd, 126 -- 2.74 82 N10' 1043 A1ki Rd. 2 of 3 .42 78 NlO 1874 NE 72nd 2 of 2 ,14 73 N5B 3324 Garden Ave. -- .46 67 N7 2400 NE Kerr Rd. -- .05 67 Nl2 2743 NE 92 Ave. 2 of 2 .05 67 Nl2 2843 NE 97 Ave. -- .43 66 NlO 1676 NE 53rd 3 of 3 .17 66 N8 1962 NE 107th 2 of 2 .05 66 N12 2635 SE State St. 1 of 2 .03 65 N8 1901 NE 13 Ave.. 1 of 2 .36 65 N8 1919 NE 91st 2 of 3 .09 64 N11 2126 NE 60th St. -- 1.04 64 N8 2170 NE 95th 2 of 2 .l6 64 N6 5286 NE 78th -- .79 63 N6 5294 NE 88th 1 of 2 .06 63 N6 5294 NE 88th -- .16 63 NI 6467 Rotschy Rd. 2 of 2 .25 63 N4 4306 NE 129th -- .23 62 N8 1919 NE 91st 3 of 3 .06 61 N5A 5234 Cole Watter Rd. 2 of 2 .27 60 ,.'r NIO 1680 NE 54th St. -- .13 60 N5B 3266 Fessenden- 2 of 2 ,94 60 Lassard Rd. N3 4047 NW Odna Rd. 2 of 2 .03 60 N4 5076 NE 189th -- .33 60 N4 5069 NE 109 Ave. -- .10 60 1\8 2170 liE 95th I of 2 .20 59 NIO 1874 NE 72nd 1 of 2 .11 59 N10 1877 NE 71st ..- .06 59 , , N8 2170 NE 53 Ava. -- .06 59 NIO 1B83 ME 31 Ava. -- .25 5B N6 3025 Co. Rd. 120 -- 1.60 58 N5B 3485 Co. Rd. 11 -- .09 58 N5A 5280 Baskat Flat Rd. -- .95 58 N2 6017 Well=n Rd. Z of 2 .14 58 N2 6007 Eddy Reck Rd. 2 of 2 .08 58 M13 2560 NE 59ch St. n .30 57 Nll 2106 ME 53rd -- .19 57 N8 1919 NE 919 t I of 3 .10 57 , . . 16 pensus Identifi- Road I Section Length Priority rract cation Number Length Rating N6 5304 NE U9th 2 of 2 .23 57 N6 3091 Division St. -- .15 57 N5A - 5336 Ahola Rd. 3 of 3 ,08 57 N3 4272 NW 309 Sts. 1 of 2 .02 57 Nl0 1676 NE 53rd 2 of 3 .16 56 N11 2001 Petticoat Lane 2 of 2 .25. 56 N11 2057 NE 40 Ave. 3 of " .42 56 Nll 2189 NE 56ch Ave. n .53 56 N11 2042 NE 40 Ave. -- .08 56 N9 1448 NE & NW -- .09 56 Bassel Rd. N5B 3315 Center St. 2 of 2 .14 56 -- 1550 NE 39th St. -- .25 56 Nl0 1104 NE 68th -- .lD 56 NlO 1031 Div'ision Ave. -- .19 56 N5B 3311 Raven St. -- .03 56 N5A 5447 Lannerberg Rd. n .12 56 N5A 5173 Co. Rd. 7 -- .73 .56 N3 4092 Knox Rd. -- .13 56 -- 2551 NE U2 Ave. -- .10 56 Nl0 1104 I\'W 68th St. n .43 55 N11 2057 NE 40 Ave. 1 of 3 .18 55 NlO 1556 NE Cherry Rd. 2 of 2 .04 55 Nl0 '1043 Alki Rd. 1 of 3 .06 55 NlO 1591 NE 45th -- .27 55 N11 2179 NE 54 Ave. -- .76 55 N11 2193 NE 62 Ave. -- .50 55 N9 1429 Nl-l 124th -- .24 55 N3 4236 Smythe Rd. -- .22 55 Nl 6336 Ketty Rd. Spur -- .13 54 N5B 3311 Raven St. -- .02 54 N2 6099 Schultz Rd. -- .29 54 N6 3095 Co. Rd. 126 -- .14 54 Nl0 1636 NE 49th I of 2 .90 54 Nl0 1877 NE 27 Ave. -- .12 5f" N4 5240 Ebe=t Rd. n .09 54 N5A 5436 Co. Rd. 10 2 of 2 .11 54 N5A 5470 A11worth Rd. 4 of 4 .76 54 N5B 3475 Co. Rd. 138 3 of 3 .15 54 N6 3091 Lak<>\'icw St. -- .24 54 N6 3091 Lakcview St. -- .06 54 N7 5144 NE 129th , -- .24 54 N8 1913 NE 18th Av>. 2 of 2 .08 54 N11 2005 NE 42 Ave. -- .25 53 Nll 2042 NE 41st -- .09 53 N4 4306 NE 129ch -- .26 53 Nl0 1101 1\'1-1 69 th -- .22 53 N9 1432 l>;'~ 127ch 2 of 2 .32 53 . . 17 t:ensus Identifi- Road ISection Length Priority ract cation Number Length Rating NI0 1513 NE S St, -- .09 53 N11 2016 NE 38th 2 of 2 .14 53 N8 1918 ~t,' 94th -- .25 53 N5B 3182 K St. -- .18 53 N5B 3182 K St. -- ,18 53 N12 2666 SE Porter Rd. -- ,17 53 N5A 5170 Lahdenpera Rd. -- .42 53 N4 4335 Bjur Rd. Cemec- -- .29 53 ery Spur N4 5231 :Dontelle Rd. -- 1. 85 53 Nl 6245 N. Dolan. Rd. 2 of 2 .27 53 Nl 6334 Nordeen Rd. 2 of 2 .27 53 -- 2882 SE 100 Ave. -- .19 52 NI0 1119 N1-I Anderson Ave. -- . 'fog' 52 NlO 1895 Repass Rd, -- .05 52 N10 I035 Crcsto.n Ave. -- .13 52 NlO 1689 NE 30 Ave:- -- .19 52 -- 2882 SE 5th 1 of 3 .09 52 -- 2739 SE 97 Ave. -- .04 52 N2 6099 Schultz Rd, 1 of 2 .26 52 Nl 6471 Elliot Rd. 1 of 2 .12 52 Nl 6363 Mclnnich Rd. -- .36 52 N4 5266 ~:nnis Rd. -- .25 52 N4 5261 l'lebs ter Rd. -- .30 52 N5A 5363 Gongell Rd. -- .50 52 N5B 3358 Gary Rd. -- .06 52 N6 3082 Lakcview Ave. -- .12 52 N6 5290 NE 73rd St. 2 of 2 .10 52 N8 1919 NE 34 Ave. -- .12 52 N9 1413 NW 26 Ave. I of 2 .27 52 N9 1413 NH 26 Aye. 2 of 2 .11 52 NIl 2042 NE 42 St. -- .21 52 NIl 2032 NE 40th -- .10 52 NIl 2057 I l'E 45 Ave. -- .11 52 NIl 2213 NE 66 Ave. -- 1. 39 52 Nl 6371 Elliot Rd. 2 of 2 .85 51 NIl 20:<2 NE 39th -- .48 51 N8 1989 NE 64 Ave. 2 of 2 .13 51 -- 1665 NE 22 Av". -- .15 51 N6 3073 Co, Rd. 124 -- 1. 86 51 N5A 5344 Richards Rd. 2 of 2 .l2 51 N5A 5234 Col" Hitter Rd. 1 of 2 .62 51 -- 2663 SE Image Rd. -- .09 51 N12 2716 SE Sherley -- .15 51 N2 6115 Christensen Rd. -- .26 51 N2 6123 Hoc Rd. 2 of 2 .10 51 N4 5071 NE 1871 -- .21 51 -- 2882 SE 5th -- ,IS 50 -- 2911 NE lO/i Avo. -- .75 50 -- 2697 ---B.E-1:.;:';..r,., n ~d. -- 07 ..n . . 18 ens us Identifi- Rond Section Length Priority ract cation Number Length Rating NI0 1726 NE 65th .15 50 N2- 6110 01stedt Rd. .26 50 N5A 5340 Gronroos Rd. .76 50 N9 4358 NE 189th .11 50 N5B 3285 Addison Rd, .12 50 N5A 5371 Westerholm Rd. 2 of 2 .59 50 N4 5225 S. Nosko Rd. -- .15 50 N2 6250 Co. Rd. 5 .27 50 N11 2141 NE 40 Ave. .17 50 N9 1424 NW 122nd 2 of 2 .22 50 N9 4112 NE 139th 1 of 2 .09 50 N2 6007 Eddy Rock Rd. 1 of 2 .l5 50 To ta 1 Leng th = 44.14 miles. . . 19 ACCIDENT LOCATIONS Intersections and other critical locntions that hdve been the scene of frequent accidents should" be given special consideration in any planned improvement program. No numerical priority value can be assigned to saving of property, suffering, and hun~n life. But certainly the correction of danger spots in the highway system should get serious consideration. A two-year record of accidents kept in the office of the county engineer sho~ the locations in Table 7 to be the county's worst accident sites. The fact that these records are kept and studied by the road administrators indicates their'concern.and efforts in providing highways that are safe. TABLE 7.--TRAFFIC ACCIDENT LOCATIONS Site Loea tion I No. of Fatal I Inj ury P:.-operty Accidents Accidents Accidents DaClage I 112th Ave~ & :1i11 Plain Rd, 8 0 3' 5 2 Ross St. & Hwy. 99 ' 8 0 2 6 3 78th & Hwy, 99 11 0 3 8 4 78th & Hwy. 99 25 0 4 21* 5 99th St. & Hwy. 99 11 0 4 7 6 78th St. & Hwy. 99 39 0 5 34 7 78th St'. & St. Johns 37 0 12 25 8 78th & Hazel Dell Ave. 18 0 4 14 9 88th St. & St. Johns 11 0 0 11 10 76th & 94th Ave. 13 0 7 6 l.l NE 63"d St. & Hwy. 99 14 0 3 11 12 NE 134th St. & Hwy. 99 12 1 2 9 13 72nd St. & llwy. 99 10 0 2 8 14 54th St. & St. Johns 11 0 I 10 15 68th St. & llwy. 99 10 0 4 6 16 72nd Ava. & State 500 12 0 3 9 17 NE 72r.d Ave. & SI! 502 10 1 2 7 *11 occurred in Fred Hcycrs parking lot. r I I I r -, L -1 L .J L f under 100 to 400 to 750 to 1600 to 100 400 750 1600 4000 100 to 200 to over 200 400 400 Max. Min. Max. Min. Max. Min..' Max. Min. DO R' DO R' DO R' DO R' 758 7:-5 758 7;0 "';".833 464 12.5. 464.'.... 11.5 '.508 250 23.0 250.';. 21.0.: ..27,3 .,.20' ~"" . '" . ' i~:~,G:.~I~ DISTANCE We ,Rolling ~~~.~o~nta1nous !iiiD'IH OF"RMDWAY** 'f'p' . ~ER,':qE:;LANES 1<"'" ;5,HOULDERS ll;,": 200' 350' 275' "..200', 28' 22' ;~st .__.. .........'1-....... 3 I crushed rock '60'" 60' .' 22' ..- HS-20 14.5' 26' HS-20 14.5' Min1mmn"f.'::': '. 22-'~.:"':~:~' ";.'-;:".:;)" 350' 275" . 200' 34' "::~L 4 I crushed rock -., 60' -- -~Adequate 28' HS-20 14.5' steeper for short distances .,;" '''-,'' . ,', For guardrail installation. "idth of shoulder t~ be .ad~ltio~i"two feef~~;~~~t,<,:.,,: Geometric Design Standards for over 600 DHV 8lia11 be'determinedf.rom,t~~~e~8ult8, of "an engineering study based on AASHO or acceptable 8tanda.rd8;;"~~';, ,,,":~:":,--f:l~t;~;~i:.:;. .,: ,Over 4000 Artr. 4-12' lanes to the 80me standards 8S 1600-4000 ~l' '. :"~',f\f.!.:,~j:... . ~nder 1?0. AM I crushed rock; 100..800 ADT I low pavement; ~v~r i8.~.,~,.,~'1~,;gh"pavem~nt I . .I'~ . - . - . ':";"\:!~~'~_': l-o:lgur,? 1~... " ~.t.~;/,.::.- -. RURAL ACCESS AND ARTERIAL DESIGN STANDARDS FOR CONDITION RATING 21 '" 20 30 40 140 120 100 90 80 70 60 '- >< ~ ~ 25 >< ;:: ~ 0 20 H ~ 18 ... 16 14 12 10 9 8 7 6 Priority Rating - 0.2 (Service Rating + 40)1,;" 5 Figure 23 NOMOGRAPH FOR DETERMINATION OF PRIORITY RATINGS 29 ;:,,1> '" 0,,", CI)~P:::>I-fUtrJ t:.:::<~HZD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S ~ '" 0 ~ ~ "" '" N N 0 0 .... g 0 "" ~ '" '" '" ::l ::l ~ 0 ~ '" Z 0 .... eo .... c 0 <> 'j '" .., '" .. 0 ""' ~ C 0 ~ eo ~, c '0 'j 0 C .. '" r.. '" 0 '" <> 0 ; :l:, !;1 '" 0 :il <'l l:l 0 N 0 .... 0 ~ ~ S "" c")OZQHf-tHO~~ <"'0 Pott.w::~O~Hf-4>t Clt:<HHZe" 35 From To 5 Hanks Rd. to Snipes Rd. 1 County Line Rd. to Rothrock Rd. 2 Rothrock Rd. to Westside Crow Canyon 3 Wests1de of Crow Canyon to Case Rd.>. ,4 Case Rd.:- S.. to 0.23 mi.. E. of Case. Rd. - N." ,"" _ 0.24 mi. ,E. of Case Rd. -N: District. Line,Rd.~., Hanks 'Rd. to Knox'Rdo. OistrictUne Rd., to Shuler Knox~Rd~~~ to Kelly' Rd~" Shuler,.:Rd.'; to W..' Roza Kelly' Rd;" to Acord ;Rd; W . Roza Rd: to E~ E. 'RozaRd~ to Horn Rd. O.I.E.H. to Swa1ey Rd. Swsley Rd. to Hanks Rd. Hanks Rd. to Snipes Rd. O. I. E.H. to E. Raza Rd. E. Roza Rd. to Horn Rd. 2nd St. to Benton City Limit Benton City Limit - N. to Corral Creek Rd. 3 Corral Creek Rd. to A. E. C.. Boundary 4 A.E.C. Boundary to S.R. 240 1 N. Edison St. to 0.12 mi.. W. of N. Quay 5 t. 2 w. Clearwater Ave. to N. Colorado St. 3 N. Colorado St. to Badger Rd. 4 Badger Rd. to Plymouth Rd. 5 S.R. 14 to II. 27th Ave. 1 lIebber Canyon Rd. to 0.86 mi.. N.E. of Webber Canyon 2 0.86 mi.. N.E. of lIebber Canyon to Clodfelter Rd. 3 Clodfelter Rd. to Irr.igation Canal I. Irrigation Canal to S. Union St. 1 Richland City Limit to Gro9scup Rd. 2 Snively Rd. to N. End of Steel Bridge 3 S. End of Steel Br:ldge to Grosscup Blv 4 Grosscup Rd. to II. Richland City Limit 1 Clodfelter St. to 0.65 mi. N. of Vista Dr. 2 0.65 mi. N. of Vlsta Dr.. to Kennewick City Limit Rich1and City Limit to Kennewick City Limit 2 Kennewick City Limit" Lincoln St. to N. Edison St. 3 Vista Dr. to N. Rill of N.P.R.R. 40 Sheet2-of---2. Use Condition Priority Ra tin Ratin Ratin 540 19 635 24 566 24 480 40 8. 670, 25 721 17 428. 32,: 148; j;)~~i? "'361' ,.1.,-:Z61'" :"'.352 29 613c 7 642'. 36 799 12 .671 15 .387 .. 20 .1,067. 27 1,601 18 1,538 64 46 1,162. 69. 37 588 95 6 2,980 75 36 538 77 22 275 85 13 'l69 64' 28 552 91 9 285.. 4 384 5 1',018 9 823 12 124 77 ,.. 17 292 85 13 909 '59,: 46 1,762 .62 50 ., 368 77 21 \ ~. 418 83 16 4,540 97 6 5,644 91 17 4,574 71 48 3 1 2 2 2 1854 1865 1865 2 1865 3 1881 1 1881 2 From To 4 221 - East S.R. 221,-' West Sellards 'Rd. . - So'uth. _ 1.98 mi..S.' of. Sellards of S;R.':221.c',,;',; .:0-: ,. 0.80 m1.E;of'S:R.221 to S.R. 221 S.R. 221' to 1.01 mio W. of S.R.. 221. . 1.0. mio W'; of.S.R...221 t~,l.Ol,mi,.S'. ~~~~~ !E:~ft~1'~~:1:i~~2~';~f~r~~;i~~;:'~~J:, Cloditis Road..~? ,}3:-:dgr::r ~any~~ ..~~~,.L.,. ': ~:~: ~~~. ~~~~l" . ... .""';: ,,; . Hamil ton Road to, Gould Road '" . Hayden Ro~d. to,O.23 mi.. S. of ,Hayden' Road . - 0.23 mio S. of Hayden Road to 0.83 mio S. of Hayden Road 0.83 mi. S. of Hayden Road to County Well Roed County Well Road to S.R. 221 County Well Road N. Hansen Road to 0..15 mi.. W. of Hansen Road 0.15 mi. W: of Hansen Road to 0.34 mio W.. of Hansen Road S. R. 12 to Gibbon Road Gibbon Road to 0.22 mio E. of Gibbon Road' , 0.22 mio E.. of Gibbon Road to 1.19 mi. E. of Gibbon Road Travi~"R~ad to 0.25 w. of "Travis Road 0.25 mL W. of Travis Road to 1.00 mio ,,1'. of Travls Road County Well Road to 1.01 mio S. of Sellards ROHd 1.01 tli. S. of Sellards Road to 1,96 mi. S. of Scllarda Road Sellards Road to 0.08 mL S. of Cemetery Road 0.08 1111. S. of Cemetery Road to County We U Road HcBce Road E. Webber Canyon Road to 3.35 OlL S.W. of of Webber Canyon Road 3.35 mi. S.W. of Webber Canyon Road to County WeU Road County Well Road S. Webber Canyon Road to Willard Road Second Street to Kiona Road 44 1 78 .113 76 1 81 79-". 85 83 72' 91 ' 82':' 52 72 79 70;~': 77"i , 77>;,' . "., 'r:~ ':i3'~~~'~ ; ~{W?' 4 62 80 70 79 79 113 1 111 III SheetLof..1.2. Priority Ratin 17 13 12 20 15 11-. . .19 c. '~~:. ,'i4;": 10 ' 16. . 18 16 11 14 14 . 8 11. 15 7. 13 r':"; 17. 15 15 i4 . '; :~, ,.. ;"17 17 20 14 15 15 15 ;,;. To 1.' 2 1 2' 3 4 "'. 1 l' . I 2 3 1 2 Case Road W... Snipes Road 'to Evans Road Evans Road to Hanks Road Evans Road to Snipes Road Fisk Road to Case Road Case.:Road E..', .. "'" Rot.hrock Road to 'O~59mi" E.. 'of Roth-. '. ',' ro'ck. Road ~;::~i'::'Y;;-.; :~).'.~":,:,:, ~; . " .. 0;59. mi. E. of. Rothrock Road to 0.66 , ,mi:~'E~' of Rothrock:Road,".r:::~... , ?~6 mi..E.p of. Rothrock Road to 0.91' ~!~~J~lf.~i!lt~~! 0-.06 mi'... E.' of Distri'ct Line Road to 1.03 mi. E. of. District Line Road Coats Road S. Coats Road to 2..06mL' N. of " Coats Rd. 2.06 mi. N. of Coats Road to 3.01 mi. N. of Coats Road Snipes Creed Road to 0.33 ",1. S.E. of. Snipes Creed Road 0:33 mi. SE of Snipes Cr. to Sharps Rd Pearl Road SE Sharps Road to Case Road Snipes Creek Road to Crooks Road Case Road to Pearl Road O.I.E.H. NW Knox Road to Roza Canal Shuler Road to Roza Canal Roza Canal to Orcutt Road Orcutt Road N: ,~; Kelly Road to 0.26 ",i. N. of. Kelly Rd. 0.26 mi. N. of. Kelly Road to 0.54 mL N. of Kelly Road 1~".:ly ""ad to 0.52 ",1. N. of. Kelly Rd. r ::" " "ro' t:~l)" I r. "'j ~1 1 1 1 1 1 2 1 1 1 !";'b~lll.i.:l0 1..;...:.. h.J~," ~:. Kelly Road to Highland Ext. Road Kelly Hood S. '. West Roza Road W. Kelly Road to West Roaa Road Orcutt Road to Acord Road Acord Road to Corral Creek Road \.than Road to East Roza Kendall Road to 0.04 mL SW of. Kendall Road 49 ...---- """,""" . Use Rn tin Condition Priority Ratin Ratin SheetLof..!2... 269 70 280 326 157 . 220 1 5 115 1 1. 5 269 351 194 303 1 57 1 If.9 .l.f.. .~ L~ '. 404 .73 57 82 226 70 183 73 170 85 507 89 248 67 124 64 '28 26 ..l"JllWQ ~r ~:.- r;~ . ~g ! Ii ii. i' ~. 1,:-': T .1!i......... " .' .. j .: .$;; I ~ !t:.. I~.~~:."......:..'......... 1,-, .~;> ?:: . J.ifi........ . !;~ : i~( . , . Sheet2. of~ Use Condition Priority From To Ratio Ratin Ratin Union LoopW. 13 Clodfelter Road to K.I.D. 10 Union 'Loop to 1.66 mi. W. 9 1.66 mi. W. of Union Loop W. of 'Union Loop, 2.74 mi. W. of Union Loop '. Ave. S.R. 14" E. ,. S.R.14. to 1.00 mi. W. of S.R. -14 1.00 mi. W. of S.R. 14 to 1.42 mi. ~~i:;:~~1.~~ti'~;}~2g~f:~;,:~:,~e~~_:,~'" mi ..-_ SE' of. Owens. Road S.R. "14' to' . Owens Road Owens Road N. W.45th Ave. K.I.D. Cana 1 to Garbage Dump Entrance Garbage Dump Entrance to 0.10 mi. E. of Perry Mon. Road 66 -82 12 5 0.10 mi. E. of Perry Man" Road to 1.57 mi. SE of Jump Off Joe 66 74 17 4829 6 1.57 mi. SE of Jump Off Joe to 2.23 mi. SE of Jump Off Joe 66 72 18 4829 2.23 mi. SE of Jump Off Joe to Beck Rd 55 67 21 4859 1 Kirk Road to Nlne Canyon Road 6 75 13 4870 1 Finley Road to Kirk Road 1 .7.2 14 4885 1 N:lnc Canyon Road to 0.93 mi. NW of Nine Canyon Road 6 69 16 4885 2 0.93 mi. NIl of Nine Ca nyon Road to 1.32 mi. NIl of Nine Canyon Road 1 62 19 4887 1 Nine Canyon Road W. 6 79 11 4891 1 3.53 mi. S. of Beck Road to Beck Road 2 70 15 4940 1 Finley Road to 0.05 mi. I~ . of Finley Road 76 13 .' 4940 2 0.05 mi. W. of Finley Road to 0.19 mi. W. of Finley Road 72 14 "9"0 0.19 :::i. 1':. of Fin1,,)' ROHd to 1.00 rei. ~1 or r'~ley Rond (,l 1.~ . .;l,':~ tJj" ~u 4~68 2 0.44 mi. E. of Flltey Road to Finley Rd 2 59 '- 21- 4917 5 Heala-Vellepit Road to Brown Road 13 17 13 4917 6 Brown Road to Le. Blair Road 13 58 23 4917 7 Les Blair Road to 0.32 mi. 5W of Lea H1ei r Road 73 14 4917 8 0.32 mi. 5W of Lea Blair Road to 0.90 mi. 5W of Lea 81air Road 11 15 4989 Heals-Vellepit Road to 1.33 mi. SE of Meats-Vellepit Road 65 18 51 " .. "'-'''';'''' '-.',-":; . . SheetE..o~ Road Use Condition Priori ty Number Section From To Ratin Ratin Ratin 6512 S.R. 14 to South Edison Street 3345 6517 W. 4th Avenue to W. 7th Avenue 1499 6519 W. 4th Avenue S. 139 6522 South Dawes Street E. 139 6523 W. 4 th Avenue N. 144 6527 W. 4th Avenue N. 1225 6533 W. 4th Avenue- N. 333 6535 W. Clearwater Avenue S. 1099 6539. W. Clearwater Avenue S. 2154. 6545 W. Clearwater Avenue :5. 2098 6550 South Union StreetW~, " 355:. .6553 W. Clearwater Avenue'S:" -:.783.'," . 6557' W. Kennewick Avenue to ......1i~ 6560 . N. Union Street .E.. '. .: J::-. 6561 W. Clearwater Avenue Clearwater 422 0.25 mi. N. of Clearwater Meta U. ne Avenue -372 35 6568 1 N. Arthur' Street to N. Volland 433 33 J.t 6575 1 W. Quinau1t Avenue to W. Rio 'Grande Av 439 29 6575 2 N. Edison Place to N. Dawes Steet 167 30 6575 3 N. Dawe s Street to N. Arthur Place 389 '29 ~:. 6583 1 W. Skagit Avenue to W. Quinault Avenue 494 30 1 W. Quinault Avenue to W. Skagit Avenue 910 8I 21 '. 3 W. Skagit: Avenue to W. Rio Grande Ave. 51 51 31 ~ ~ 4 w. Rio Grande Avenue to W. Qu inaul t 333 75 '22 ; ~' 1 W. Quinault Avenue S. 833 83 18 ~~: 1 W. Qu1nau1t Avenue N. 611 81 19 1 W. Quinault Avenue N. 278 77 '20 1 W. Quinau1t Avenue N. 500 75. 24 . .~... 1 S. Union Street to 0.10 mi. W. ofS.R. 14 302 80 17 6700 2 0.10 mi. W. ofS.R. 11+ to S. E1y St. 209 76 19 6705 3 W. 19th Avenue N. 1 73 14 6711 1 W. 10th Avenue S. 777 '85 16 6714 1 S. Irby Street W. 101 69 22 (."~ ; 1 ,. If'oc, r. ~..,~ : l ~ ' r- to Io!- J :'::h ;'VfO.~IlC Z~Z .7S 6717 2 ,. }i~ed StTJo:'r :- to S. H!'l'rai'n Strp.et 888 85 '" 6717 ~ W. 4t.h Avenue Lo l:~nl\~wicl-;. Cit> ...i.rr.:.i:.S .Lt.u":' i~ ~ti 6723 1 W. 10th Avenue to W. 12th Avenue 322 85 -13 6728 1 S. Morain Street to S. Perry Street 389 79 .20 6744 1 W. 4th Avenue to Wo 5 th Avenue '372 91 8 6744 2 S. 'l\reedt Street to S. Union Street 189 81 15 6756 1 S. Olson Street to S. Mora!n Street 1110 81 22 6763 1 Kennewick City Limits 1:0 S. Quillen St. 51 81 12 6763 2 S. Quillen Street E. 1 83 9 6775 1 W. 4th Avenuo to W. 3rd AvenuQ '389 81 17 6781 I W. 4th Avenue N. 389 81 17 6787 1 W. .Avo. to 0.06 mi. S. of W. 4th 3 55 ~':i. 1'1,.!_ Sheet..!&..of..!2... " }.' Road Use Priority "d Number Section From To Ra tin Ratin 7223 1 S. Highland Drive to w. 36 th Avenue 566 83 17 7223 2 S. Garfield Place to 0.03 mt. E. of S, Auburn 1044 75 29 7223 0.03 mL E. of S. Auburn Street to 0.2 mL E. of S. Auburn Street 161 67 25 7227 1 W. 36th Avenue to S. Everett Place 616 77 23 7231 1 W. 36th Avenue N. 444 87 12 7237 1 W. 27th Avenue to S. Highland Drive 1565 .73 35 7239 1 W. 30th Avenue S. 167 83 13 7241 1 W. 30th Avenue S. 6 --85 .8 7242 1 S. OlYmPia Street to S. Lyle' Street 904 '".,83: 19 7247 1 W. 30th Avenue to w. 29th Avenue 217 _.:~: 83"- :14 7252 1 S. Mayfield Street to S. Lyle Street 217 -:;85 12 7257 1 W. 30th Avenue N. 161 83 13 7261 1 W. 28th Avenue' to S. Everett Place 522 83 17 7261 2 S. Everett Street to S. Garfield Stree 400 75 23 7261 3 S. Garfield Street SE 483 75 24 7266 1 S. Ca'scadc Street to S. Cascade Street 1171 83 20 7270 1 S. Evere t t Street to S. Dayton Street 555 83 17 7275 1 W. 32nd Avenue to w. 30th Avenue 366 83 15 7280 1 S. Cascade Street to S. Cascade Street 1388 87 16 7285 1 W. 31s t Avenue to Au burn Place 605 87 14 7294 ! S. Everett Place to S. Dayton Street 333 83 15 7294 2 W. 28th Avenue to w. 29th Avenue 167 83 13 7294 3 S. Dayton Street to S. Everett .Street 222 83 14 5 S. Garfield Stree t to 0.02 mt. E. of S. Dayton Street 2370 79 30 7300 6 0.02 'mL E. of 5, Dayton Street E. 189 71 23 7303 1 W. 27th Avenue S. 272 63 31 7305 1 W. 27th Avenue SE 217 '.61 31 7309 3 W. 27th Avenue S. 860 83 19 , 7314 1 S. Garfield Street E. '311 83 15 '7316 1 S. Garfield Stree t E. III 83. 12 :.i.; 7317 1 W. 27th Avenue S. 51 83 11 ,. 7320 1 S. Kent Street to S. Lyle Road 167 ...83 13 'i 7324 1 S. 01ymp ia Street E. 661 71 30 ."'7326 1 S. Kent Street to S. r..rfic1d Street 711 83 ).8 :7327 1 W. 27th Avenue N. 772 S3 ~.8 ":.7328 1 S. Kent Strl:':ct to 5, Garfield Strt:et 994 E3 19 :t1330 1 \1. 2t. th Avenue to w. 26th Avenue 1271 83 21 ~:-7339 1 W. 27th Avenue to S. Evcrct t Street 827 '83 18 (':,7353 1 Kennewick City Limits to W. 27th Ave. 367 69 28 (;;,353 2 W. 26th Place to S. Cascado Street 1085 73 32 ;~,7 370 1 S. Washington Street W. 370 17 21 ~-7375 1 W. 19th Avenue S. 172 67 36 1.:7379 1 W. 19th Avenue S. 605 67 33 ,::7400 7 S. Vancouver Street to S. Buntin St. 1071 61 45 t1'7400 8 S. Buntin Street w. 328 63 33 ,,<7403 1 S. Wash mgton Street SW 716 57 45 t7406 1 S. Washington Street W. 566 81 19 ' :.7411 1 W. 16th Avenue N. 111 83 12 ,-,7416 1 S. Washington Street W. 827 83 19 58 A '.':'SI:..:I 1510 4427 7285 7610 1565 2450 4885, 4887 5095 2040, 7826, 5317 5031 4940 .1496 7850 20)1" 2(160 ;Jl.f:': ?l.."'- ...;...;..."':-...-'.:; - :;.::~:f1...::':. . :.:{.."t~~.~ .~.;-. <0. Dague Davis Day St. Demoss , Dennis Dimmick Disposal District Line 7565 1605; .3432.: 1200 5117, .5'1.25 '1999"~".".'; 3453 :~. ?"~': r:'~ . . 5109 ". :.'"..: "3095,'.3110; ; 3173 ~'.3181:, . 9222.;.,',.'.':' 7865 ::"'j":,,, . .5251' ,.1643. 1530 7.795 Done'lson, Douglas ".:: Dowd Dump TJun};iJl1i ""Cost Hlgr~lanQ i.>~t.', 1i4,4 .f,.<;:-;i,.:.:Y,.:\:~';';'~',; C. Smi thO 1810 East Rozn/.~:'>:1"\ .3350 C. Williams 4453 East 3rd;' Ave.,' 7690' ,.','0 :"'. ..,' Cana 1 Drive 5255 East 7th Ave. .7630 .,.. :' ..:. Canyon Drive 7210 East 10th Ave. 7650, 7660 Carbo" 7559 East 13th Ave. .'504, 7500 Carter, 1549 East 14th Ave. 7496 Case 3155, 3193, East 15th Ave. 7488, 7490 3205, 9303, East 19th Ave. 7400 9307 East 22nd Ave. 7860 67 ~. ~, \~. . ~< ~'. Ii r} iJi' Sheet--L of..2.- E H 7480 H. Smith 4405 7580 Hall 3146 7476, 7575 Hamilton 1683, 2545, 9713 3490 7214 Haney 7640, 9719 7214 Hanks 9222 7190 Hansen 1698 4491 Harrington 5145 5282 Harris Ave. 5041 7168 Hayden 1671 2292, 2300, Hayes 3401 3110 Heck 2152 3439 Henson 1999.... Hess 3010 .' Hickman "'1585 . Hicks 2023 4968 Highland 3423 1390 Highland Ext. 3302 5101 Hildebrand 4575 4955, 4971 , Hinzerling 2185, 9219 ~.". Fisk 7853, 9721 Hoisington 2098 3128 Horn 9317 ... Foisy 2440 Horrigan 1370 ': Forrest Ave. 2113 Hosko 3049 { Franks 3201 Hover 7113 .'. Frazier 3447 Huard 2178 '., French' ' 3017 Hysler 3295 ;: F,;ontage St, 1195 I G Intercity Bridge 9713 5024 J 7530, 7555, 7782 Johnson 2028, 9206 .. Gap 2107 Jones 2555 , Garard 7805 Jump Off Joe 4790 ~ Gerrick 3336 Y Gertrude St. 7875 K ;. Gi bbon 1bO Glade Cr"ek 1355 t ,. ~~nc 5007 Good 3024 K"Uy 3281, 9222 Goose Gap 5099 Kendall 3391 Gou 1d 1677 Kionn 1886 Grsham 1891 King 1420 Griffen 2019, 2306, King Tu11 2046, 2196, 9212 9219 5170, 9517 Kirby 7869 Blvd. 9517 Kirk 4840 l620 Knox 3309, 9222 Kuhlman 2468 . 68 . . ~ Sheet~of~ f. -S(. .. S T Af (Continued) ;i s. Irby St. 6711, 6969 Taylor 2172 l S. Irving St. 6325 Terri1 7760 S. Jean St. 7237, 7375 Thomas 3321 1 s. Jefferson 6319 Ti1stra 3482 "11.. S. Johnson St. 6969 Toothaker 7713 ;1 s. Keller St. 6756 Travis 1935, 9119 ;<. S. Kellogg St. 6310 Truh1icka 3271-. ~i S. Kent St. 7330 Tyacke 1831 ~ I S. Ledbetter St, 6987 Tyrell 1950, . . S. Lyle St. 7241, 7257, 7327 S. Mayfield St. 7239, 7247 S. Morain St. 6705, 6717 I. s. Myrtle St. 7467, 7471 S. 'Neel St; 6787 5. Oak St. 7555, 7613, ~ 7630, 9713 5. Olson St. 6787 Drive m 5. Olympia St. 4829, 9705 ~ lO> 5. palouse St. 7075 ~~';{,' 5. Perry St. 6723, 6781 I 5. Quillan St. 6533, 6775 W r,:, S. Quincy Pl. 7063 ~~; 5. Quincy St. 7069 Waggoner 1305 ~ 5. Rainier Pl. 7059 Wamba 2121 5. Rainier St. 7045 Ward Gap 1485 I 5. Reed St. 6717 Wautoma '5430 5. Sharron St. 7085 Webb 2087 .. 5. Tacoma St. 7129 Webber Canyon 9119 .t'. S. Tweedt St. 6744, 6791 Weller 1854 ..~{ S. Underwood St. 7121, 7129 W. Albany Ave. 6560 S. Union St. 9613 W. Arrowhead Ave. 6210, 6471 .~ S. Vancouver St. 7021 W. Bonnie Ave. 6194 I S. Verbena St. 7697 W. Clearwater Ave. 6800, 9411, 5. Volland St. 6505, 6553 9610 :~r: S. Washington St. 7214, 7217, W. Deschutes Ave. 6805, 6810 S7)3 l!. ~::,\l,"-(>r t: ,., . 52?~ f';,~'. S 'Of' J;-' ~t . 7; 19 1.,'. Grand Ronoe Avc.6f>17 f~' .... r.,\-'. , Steele 2081 W. Kennewick Ave. 6319, 6550, Stephen 1660 9610 Stephens Drive 7875 W. Metaline Ave. 6410, 6568, Swain 2166 6860 SWll1ey 3086 W. Payette Ave. 6429, 6882 Swanson 1996 W. Quinlllt Ave. 6421, 6890, 9618 W. Rio Grande Ave. 6575, 6890 W. Riverside Drive 6256 W. Roza 3331, 3346, 71 9222 . . Sheet~of~ P S (Continued) Paterson ll20 Schuster 7630 Patterson Ave. 1200 Sharpes 3155 Pearl 2594 Shelby 2136 Pederson 5255 Shockley 5092 Pendleton 3406 Shuler 3289, 9222 Perault 1671 Sievers 2065 Perkins 7572 Sloan 7733 Perry Honument 4819 Smith 2005 Pidcock 7818 Snipes 3128, 3136, Piert 7721, 7772 9212 Pioneer 2431 Snipes Creek 3205 Plymouth 9102 Snively 9517. .; Pope 2267 S. Arthur St. "-6523\ " '.: Prior Ave. 1200 S. Auburn PI. 7 280 ~'/' ",' Pump 2158 S. Auburn St. .7219; '7231,-' 7406; '74ll ., Q s. Beech St. 7483 S. Buchannan .St.. 6519 Quay St. 6100 S. Buntin St. 7031 Quillan 4380 S. Cascade PI. 7305 Quillen 1970 S. Cascade St. 9709 S. Cedar St. 7215, 7451 R S. Conway St. 7124 S. Date St. 7214 Ranch 5261 S. Dawes St. 6517,6527 Rankin 2189 S. Dayton Pl. 7303 Rattery 3057 S. Dayton St. 7275, 7294 Rayhill 3252 S. East 15th St. 5085 Reese 1984, 4392 S. East 16th St. 5047 Richards 1490 S. Edison 6361 Richmond 4419 S. Elm St. 7490 Ridge 5267 S. Ely St. 7005, 9701 Riek 7728 S. Everett PI. 7261, 7339 River 3499 S. Everett St. 7261, 7266 Riverside Drive 5317, 5325 S. Fairway St. 7613 Riverview 5295 S. Fillmore St. 6353 Roberts 5441 S. Fir St. 7493 Robertson 2286 S. Fruitland St. 7314, 7317 KC",t 4"61, S. Gflr4.::i.cld Pl. 72::'3 Rothn 25G5 S. G,.; . ,ald St'. 720:L, 7::27, Rothrock 2530, 2585, 7309 9212 S. Grant St. 6345 Rundle 2055 s. Gum St. 7459 Ruppert 5117 S. Hampton St. 5205 Rydholm 1630 S. Harford PI. 7330, 7885 S. Harrison 6337 S S. Havana St. 7630 S. Hawthorne St. 7500 Sale Yard 1530 S. Highland Drive 7214 Second St. 1881, 5002 S. Huntington PI. 6977 Sellards 9102 S. lone St. 7379 70 . . 6Af/Y .~ ~~1 FII.,/3.. ~ ~,,-rr ~ COLD PROCESS RENOVATING INDEX INTRODUCTION II DESIGN III ADVANTAGES OF C P R IV REFERENCES V SUGGESTED DESIGN AIDS VI PROJECT COST SUMMARY VII SUMMARY E/S ALLISON AND ASSOCIATES, INC. . . III ADVANTAGES OF CPR Cost-effective method for pulverizing and creating ETB. Eliminates potential reflective cracking of new overlays. Recycles existing materials saving natural resources. Process is accomplished in-place. Heating, mixing and hauling costs of recycling can be eliminated. Roadway cross-section can be maintained or adjusted; grade lowered in curbed sections to recover curbs or reshaped in poor draining sections to improve drainage.' Traffic can usually continue to use roadway during construction. IV REFERENCES The following people have worked with the personnel of EIS ALLISON AND ASSOCIATES, INC. and are familiar with CPR. They may be contacted for further information. Gus Beuker, Asphalt Institute, Portland, OR (503) 643-4111 Marley Young, Engineer, Mason Co., WA (206) 426-4432 Edward Henkin, Engineer, Whatcom Co., WA (206) 676-6730 Vern Wager, Director of Public Works, Lewis Co. , WA (206) 748-9121 Dave Hedges, Engineer, Williams, Roth & Assoc., Kirkland, WA (206) 827-8793 V SUGGES1ED DESIGN AIDS & Streets, The A Basic Asphalt Emulsion Manual, The Asphalt Institute Manual Series No. 19 (MS-19) Asphalt Cold-Mix Recycling., The Asphalt Institute Manual Series No. 21 (MS-21) Recycling Manual, Chevron Asphalt Company -2- . . VI PROJECT COST COMPARISON In order to demonstrate the economical advantage that can be realized with Cold Process Renovati ng, consi der the fo 11 owi ng restorati on examp 1 e for a one-mil e roadway, 24 feet wide with four-foot gravel shoulders. EXISTING CONDITIONS: Pavement cracked, rutted and patched from previous repairs and underground utility construction. The existing pavement structure con- sists of four inches of gravel base and two inches A.C. pavement. It has been determined that the fai lure has been caused by increased traffic loading. The design indicates a four-inch overlay is required. AL TERNA TI VES: I - Cold Process Renovating and Overlay II - Prelevel and Overlay III - Gravel Cushion and Overlay COST ANALYSIS: The following analysis is based on estimated unit costs for rela- tive cost comparison purposes only. The estimated unit costs used are: .Aspha1t Emu1sion--$180 per ton Asphalt Concrete Pavement, in p1ace--$28 per ton Shoulder Gravel, in place--$15 per ton Crushed Rock for Cushion, in place--$10 per ton ALTERNATIVE I Pulverize to 4" depth, shape section, compact and add asphalt emulsion at the rate of 2.5 gallons per square yard. Shape and compact ETB and allow to cure. Overlay with 2" A.C. overlay taking advantage of 4" ETB. Cost items and steps: 1) Pulverizing $0.50 per S.Y. 2) Grading and Compaction $0.30 per S.Y. 3) Mixing Emulsion $0.25 per S.Y. 4) Emulsion $1.87 per S.Y. 5) Grading and Compaction $0.30 per S.Y. 6) 2" A.C. Overlay, in place $3.15 per S.Y. $6.37 per S. Y. 7) Shoulder Gravel 2" depth, four feet wide, two sides for one mile = $5,475.56 Estimated cost for one mile $95,165.16 -3- . . ALTERNATIVE 11* Prelevel with A.C. Pavement, place two 2" AC lifts. Cost items and steps: 1) A.C. Prelevel 1" Average 2) 4" A.C. Overlay $1.58 per S. Y. $6.30 per S.Y. $7.88 per S.Y. 3) Shoulder gravel 4" depth, four feet wide two sides, for one mile $10,951.12 Estimated cost for one mile $120,775.12 *Note: The potenti a 1 for refl ecti ve cracki ng is not addressed by thi s A lter- - native. ALTERNATIVE III Place 4" Crushed Rock Cushion above existing pavement. Place two 2" A.C. lifts. Cost items and steps: 1) Pl ace 4" Crushed Rock Cushi on 2) Grading and Compaction 3) 4" A.C. Overlay $1. 56 per S.Y. $0.30 per S.Y. $6.30 per S.Y. $8.16 per S.Y. 4) Shoulder gravel 6" average depth, four feet wide, two sides, for one mile = $16,426.68 Estimated cost for one mile $131,319.48 VI I SU~MARY We at E/S ALLISON AND ASSOCIATES, INC. feel that the service we offer will prove to be the most cost-effecti ve method avail ab 1 e for many street and roadway restoration projects. We thank you for taking' the time to review our operation. Please feel free to contact either of the following people at E/S ALLISON AND ASSOCIATES, INC. should you have any questions: Len Montague John Loomi s (206) 883-1311 (206) 265-2627 Redmond, WA Gig Harbor, WA -4- . . E/S ALLISON & ASSOCIATES. INC. GALLONS OF ASPHALT PER SQUARE YARD AT VARIOUS MIX PERCENTAGES AND CUTTING DEPTHS $ DEPTH OF CUT MIX 1 2 3 4 5 6 1 .10 .20 .30 .41 .51 .61 2 .20 .41 .61 .81 1.02 1.22 3 .30 .61 .91 1.22 1.52 1.83 4 .41 .81 1.22 1.63 2.03 2.44 5 .51 1.02 1.52 2.03 2.54 3.05 6 .61 1.22 1.83 2.44 3.05 3.66 7 .71 1.42 2.13 2.85 3.56 4.27 8 .81 1.63 2.44 3.25 4.07 4.88 9 .91 1.83 2.74 3.66 4.57 5.48 10 1.02 2.03 3.05 4.07 5.08 6.10 11 1.12 2.24 3.35 4.47 5.59 6.71 12 1.22 2.44 3.66 4.88 6.10 7.32 13 1.32 2.64 3.96 5.28 6.61 7.93 14 1.42 2.85 4.27 5.69 7.11 8.54 15 1.52 3.05 4.57 6.10 7.62 9.15 '1. CAlCULATIONS Wt. of 1 cubic yard of material is 3,000 lbs. Wt. ofl Gallon Asphalt = 8.2 lbs. Gallons of Asphalt at 1" depth and 1'1. mix 1QQQ. x .:.Ql . .101626 Gallons Per. Square Yard 36 8.2 at 1'1. Mis at 1 inch cut depth. >'fJ,.":',t:'o',~'B"60 ~t=,,~ ar'c~ ~ ib tf 1-';: -0'..9'2 Q) '+-<,'.E .9' u U<u,,:I:,I'd, lLlO'm E c: rtI~ '"" g~,~ V) ~1t;.E 1: ~'.9 ..;;.1'uo U,~"~~,,g.:a, ~ '"fog ~ c: ~ ~ s'~'~. 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R'\::>, r;'7, b. r;' I;> ('-1'::7' $O~T.LJ of r./I,)P."-:::>~,AI'.JD :6';~JPG.') Compute % of cars traveling in each 5 mile range. and add succesive increments to obtain cumulative curve. JOO 95 90 85 80 100 95 90 85 80 60 / j V III (I I / I I / I I I .. J I / I I '1/ I I 70 70 60 50 50 40 40 30 30 20 20 10 10 o o 10 20 30 40 50 60 70 80 90 SPEED XU N.P.H. ?!O'i?T~1 f-!() <,'} + Bound -VEHICLE SPEED DATA- . Bound .:......Le~nl Speed Limit........ ... .Haximum Speed lie corded . . . .. . . .. . .Hinimum Speed Ilecorded....... ....95 Percentile Speed......... ....85 Percentile Speed......... .. . .. . . . ,'\VC'1'3gC Spt=ed........... ....... ..Hedinn Speed............ ........ .tlodnl Speed........ .'.... ::z,,",'_L~.c; .......10 tlUe Pace l.imits....... Note: 85 Percentile Speed 1>: the speed n~vel. \0 tlile Pace is the ?() - LIJ ,.......D\l J./1'l\....pH under which 8S: of chc cars w~rc foulld to cOI'tnininc the: Inrr,ctit i-- 6-":" -.... ~....C'J()()Q(jrJ-""(){)N'J:r\--...... .....N.....;;:) 0------' ~11 0 !A N <J ..... .. I- --I- -- () --"G~.....~,...............~~~~~~r~~~.....~~~- ,,~ If) ~ II) I 0- 'J) '::t- 6 -- -1- -- ._- '-'1--1- ,- .-. . "<:: ~ 00 a --- ___ ' a ~ ___ IJ: ~ f' ~;\ ~ ~ ( ~ (I\.- rl'i' r-\--- ~ .:s I~ <:) - ~ I 0:: ....... 'i: ';)-- l- rY ~ <) K ':l- o () ';:: 0 C ';:) () N N It- l- ~I ~ ~ ~I ~ ~ ~ d ~ ..... <.) <:l C) 00 , ~ ~ -..0 '. ("I v, . \ 0 .-.e tjI cI c <.) C) --- (\ \) - (' --- ('1)1" ~ 0' I.:: v, ':!2 " N Q ('{\ N 1'* '" C'l rl (Y\ --- -- . ~ <) 11'0 --J !'i\ C)oO~occc____~~~~~N~~~~~~<:lQ l~ .... , "'" r '0 N ~ \.i) N \J a 0 0 <: 0 0 0 ole: o <:: <:: <: <: _ (:j ( ~ 0 () ....1 c a f'. ~ I --- /.. - N "" <( lU 1- ~ (1~_Grlr.\rJ--"~'I'~~~~~t~~~;:;~:::-<>I'C'1 I:l ....g . ( \r,1~ If .... It; , ; I~ l.: ~ \ll Cl () v V V 000 <J.:1 <J C CGo.J Q 0 o() oJ'~ 00 ~ QOoo~OQOOOQ0C~000Q~OOU~Q I' , c-l r'-' ":1- .., '" r-. OJ G- '\i .... 0: 1" ". l.{) -J; " "'~, 0 ,~: r<, ~r ~ aCQQQcQQo,--- ............~,.....~~I.NN - --c u.l 0; ~I~ Do-,\: cE -!... I --c '1lVO J!)V" . ....1. ..... ..Irn I,' . "." 'I' ." ......, 1;11'" . '1':,,,""1111"" --II II I I - -,. --"-'1"..!. '1 I I ! 1\ : , I \ II ! 1 I I i I I i : I I 1 I I ' i ., ~ ~ ~ , .~ T- if I? DIST. 3 Tltr'\FFIC EtlGlIIEER CUHUL^TIVE SPEED DISTRIBUTION CURVE w)-'-~. .'::,<rru';<.r>",Y DpV b~~ff ~~ r::7Ai Ie R.. Rl::-. ;'I1,,D , r,:, 1'2.... ( <-175' <,nvTH t;F= NoR<:JLANI'> -;)-oRF 'j Compute % of cars traveling in each 5 mile range, and add succesive increments to obtain cumulative curve. 100 lOa 95 95 90 90 8S as 80 80 so 50 V I " / I I I I I I T I I I II .. I I I I r --- V I 70 70 60 60 40 40 30 30 10 20 30 40 50 60 SPEED III N.P.H. 70 80 90 -VEHICLE SPEED IJATA- Bound >-/(1Qr'H #/l ,,-I .,.. ~o - Bound .:......Le&nl Speed Limit........ . .,. tlaximu[IJ Speed llecorded....... . .. .1IinimuCl Speed lIecorded....... ....9S Percentile Speed......... ....85 Percentil~ Spe~d......... . . . .. . . . . AVel"agc Sp~ed........... ........ .1Iedi:m Speed............ . ... . . .. .tlodol Spe"d........ ." . . . '7/';. of', ..... . .10 tlU.. PllC" l.imits....... Note: 85 Percentile Speed i.. the sp..ed trQvel. \0 tIll" Pace is the ';/,,-;' 79,-;' "..."'"'>,,.1 ,.,'::)., under uhlch 8S: oC che cnr!; were fouud Lo vcrccnc of corc. ~ ~ !2 Ii l:l: U) ~ t:J '( ~ .~ ~ I ~ ,f,IQ 0',,10 _ ,I~I_', ';:- o~~~I:lo _Ir,o~ ~ .~ I \ ()()I.........._I'-..........rJ:r-r-l~""('lo--r~":l-O::l'-Cf'::::;:r-.......... ..... '0 '<l '- ""'0': -:r- I I - ---1-1- ,_ __ I : 1 0 ," a, -" ""," ~,,~" ~I" ~t" \,\, ~"", ~:: ----lo..fI ~ f' I ~ I I I ; i I i : , ~ I 1 I <:l ~ C:~'\:J~ --.Q r(l ~ '- .....~~&~~~~~~~~O'~~~~ M l<1 In fIl I ..... () CJ <::JI <;::: <::: \J () N,..l I':t- 'b ~ \)) ::t- :r- 0.:; ~ rI ,J '0 C r-\ I ~ en ~ N .0 r \\c~"'QQQ(:<l...."ltJ().....'.{-r'C:""'C\""'......<:::lCJ f'l I I I I ' I i N <.t 'Il & ~ ~ I.n ~ 1::l(\~(JI:l~CJ(J""'coc('lO()~O<::\;)()\\OCl0 N I ~ III . .1 rJ..........-rna-Nr-...~a-r::LIla;cr-...)rJrI'\t)N-:rf''''''OC o ...."MrI'~~~~~~~NN.....- ~ r'l ~ N1 ... :;;. , ~ ~ j l; ~ ~ ~ r.-s T- 10': i I ill u ~ ~ - ..,..- I : '<lOO..:JQOcoi:;:oooOooooooooopoo ~ <l 0 0 0 coo " v .;) 1:\ Q 0 C () 0 'Q 0 () 0 ~ rJ 0 Cl ~ ~S~~~~~~~~....~~!~~f'~~~~N~~ --~I-- ~ ..J) W (IJ I- I ~ ~ UV{J 1!)V", .. ".... 1;111.' . '1':'1'"1"1"1"1 DISI. 3 TIUlFFIC ENGIlIEER CUI-iUL^TIVE SPEED DISTRICUTION CURVE P-"i '( -c-.-s-. FR; J':d:; V oad Condition DP,r.; Recorder ~ FI",q/eR. Rolt'D //7,0 5"./2- ( LI75"' S6v..\"""'t\O~ ^,~\~,'":::.LA.t.J"D $?-ORG.") Compute % of cars traveling in each 5 mile range, and add succesive increments to obtain cumulative curve. 70 v - .- +i I I I I I II I I I I / I. I I o. I 7 I l/ J - I ~OO 95 90 85 80 100 95 90 85 80 70 60 60 so 50 40 40 30 30 20 20 10 10 o o 10 20 30 40 50 60 SPEED III ll.P.H. 70 80 90 />1" Pn\ ' Bound <-/0 5/ r ?~~ - -VEIIICLE SPEED UATA- -. Bound "/7.-';' fl'lp'/ l./O ......p~1 .:......Le&nl Speed Limit........ .... ..laximum Speed ltecol'ded.......... . ., .lIinimum Speed necorded....... ....95 Percentile Speed......... ..._85 Percentile Speed......... .......... .Av~1".:J.8c Sp~ed............. ........ .Hedinn Spccd............ ....... ..tlodnl Sl'cud........ ...... .......10 IIUe I'nc<: Limits....... i" the spe<:d under \Jhich 85:: of the cars were foulId to . i, ':':' ,,' t. ; ....~ lIote: cQI,tnininc the In.q~,c!jt J-Icrccnt of cnrc. 'I- s-< ..... (lOcO Cl \) () f'I tl 0\)0..... O\J' lY1':t-l.')'OMN.....rl\ ::t- o III f(; 0 , I- --I-. -- <} in 0 oooa'-~~~~'~OMM~~~~~~~~ 0 .N , (' ~ '" :r- f.l -- - - -- .-- .--. -- - ,- -_. ~ ~ ,J....,.J:t- - N:t ~ In ('\i)I~!~ ~ In \1) ~'<l ~ N \'\' :; - I (;()\JO r'l <0 1 :;: " - I'- ~ , 0 'J- C)<J-'Cl(J()ONNN (' N 1'-0'- ::::..... f'-rJ N I'''J f' a:J Il'i I Q- :::: 0 -.L) ..... - ......1;.." r<l li) It\ ;1\ ,. (j () , 0 \) r<' :t :r- 10 I ~ '-Il Co. ~ -0 '<: '" '<l .... ~I.... \) <r r-l' I C) Q '..... (' <iJ r'l N -, ~ 0 . N C'l -D ~ , QOcOOOO-....QN~f'~~~\)....G:<\)Q~~ l'l IlQ .." N rJ V) .... iO it) I! rJ ;::. o () \) G () ~ ~ C) CI rI a - ..... C .....1 <; Q....... co\) IN ~ I ClO r N N .D ~.1. ~ '"f It tV '0~....O~~~-.....Of' ~~f'~rIP:r-~OC'l~~ -" ............._N~NC'l. ~Iq:r-~~N ,~ ~ ,- O'':r-N --. ':t , ; tul< OOOOOO<:lQQoaoOOOO()oD.'lilOo ~ ~ OOOOOOOO<JC oOQQOOQ(JOOOOo. j:: c t ~ ~ ~'~ ~ ~ is ':2 g ~ r!; :t I{\ ::2 t ~ 'Z ;3 ~o i:i ~ l.;. ~ ~ I" 14 I 0: I- ' <t ;r, a , l(; : ,{, (J:. , 'I " " ~ ~ , ~ IIVO :1'.J'lt'rt . ..... .,.... If H'lIl,. _ ..~" 't. ,..,. .. ", " '. .... '.lItol . 1':'""1''''''''' - --1 I I '.--'--l..!. , I ' I ; ~ i ; I ; I I I i I i I I , ; ! , I I , ! I , I i i i 44- I 1-1- J2 . DIST. J TIU\FFlC EtlGllIEER CUI.iUL^TlVE SPEED DISTRIDUTION CURVE Ifjt~P.5 [)A II Recorder -s-/(. r=/t"10/('"12- R'D. /n. V. .s; J '2.- A/<),Or-;I- 2<'1V\N t:> I I ('-175.' $0";"-'; ot=' NoI>.1?\..A'fVl::> 5-mRE ') , Compute % of cars traveling in each 5 mile range, and add succesive increments to obtain cumulative curve. 10 V I - I- - -~ I I II I I -, I I I 1 I I I .. / I il I I V I v I ).00 95 90 85 80 100 95 90 85 80 70 70 60 60 50 50 40 40 30 30 20 20 10 o o 10 20 30 40 50 60 SPEED III ~I.P.II. 70 80 90 -VEIIICLE SPEED UATA- . Bound NOR.rlf 4-0 5/ " "Z-D- Bound .;......Le~al Speed Limit........ . . . . tlaxilDulD Speed Ilecorded....... .. ..HinimulD Speed Recorded....... ....95 Percentile Speed......... 1/7/no>! .. ..85 P"rcentil~ SI"'''d......... 39 I'r"') n ..I . . .. _.. . .AV~l';lge Sp~ed........... . . .. .. .. .. tied inn Sp"ed............ ........ .~Iod"l Sp"ed........ .'.... 3~ _ '-I~ ...... .10 Hila Pac" l.imits....... Notll: 85 Pcrc~nt1le Speed i" the spe"d t rllvcl. \0 Hn" Pace is the under \lhich 8S: or the cnr!i were fouud to cOI"ltnininc tile Inrcc6t vcrccnt of cnrc. ... _J " I' t2 '" ~ T- a: ~ , % , ~ ~ - .....- 1,"1' ". i t'~ "" -'0 ~OCGN~Q~~~OOO~O'~,Q-.--~ ,r:: ~ In " - --I-. --- ~ ,N , CO,O ('H:) () ~N,-.~~~M~~~~~~()~-- - ~ l.tl '" '" ~ ~ ---,...-.,--- .--" .J I.l l) ( __ , 0 __ ..... rfI ~ ~ r-- N l, 'lll ~ ::: ~ r-- \r, '0 N ~ rl ':j- 5-< < "l' ~ / QQ 0- ::; ~ I '" (j] 1: ).. ~ <) ;-.~ ..... ~ " (' C\'O 0 QI:r :j-- ::r- r- Q:; N , ..... ~ , rv: ,J 'll -:-,.. rl OQ "! ~ , 0 -0 - ~ ....... ....... ..... ..... ...... - ('11 ~ ~ N (/) - 1i1 '? ~ @ "j <).J 0 <I; w: 1.0 GC~GaOc"""~~~~~~~~~--Q~~-~ ~ r" - -0 I ..J) rl - rv1 -- ~ <lO(:::()()() C Q -a c rf) rJl ~ 0'0 tJ 'il 0 N ~ , ~ Q- \n 0-" I ~ !~ --0 f\l Vl ()C()cZ::(;<::~""1:) o,Jrv\)<l_\)oo-aOo ~ '" r I rfI N <>I ~ _a-',_Q~~a~_~~~~r-~~~~~ m~ -0 -- , -- rJ N ,,: rv: M :r- rv) I'll rJ ' " 'l ::J 71n~ ~ -- r/l , , CoO 0 2 coo '-< 0 0 0 0 () 0 <J 0 Q 0 0 0 goo u..l 0 ,<lO~OGb)'-.IOClOO~()O..:JOooOc-Joa ~ Q ~,~ C <: ~ ~ ,,") ~ ~ ~ N ~ ~ ~ ~ C ~ ~ ~ j'\J ~ ~ ~ .~ ~ ,- -..(: a: I 0- ;:. r-.: J. ~, olIVO J!)'lt.t ...... ..... ,,"-"1.1.. ..... '.. .,.,. ..,.. ., .,..... '01"" .. 1':/11"..."11....' ~ II I I I ' .- .--.. ---I"I : i ~ , I I I I I I ! I I ' I ! 4 I 100 95 90 , 85 80 70 60 50 40 30 20 10 0 Note: 10 '-'L..I'U\'IO'l.n. UI 11\""..... .......,......." DIST. J Tl(,~FFIC EIlGIlIEER CUI-iUL^T1 VE SPEED DISTRIDUTION CURVE SR C.S. Reco rder Compute % of cars traveling in each 5 mile range, and add succesive increments to obtain cumulative curve. 20 30 40 50 60 SPEeD III H.P.H. 80 90 70 ~OO 95 90 85 80 70 60 50 40 30 20 10 o -VEIlICLE SPEED UAl'A- . :.. .. .. L"1:al Speed LilDit........ ....... t-InXitDUlD Speed Hccorded............. . . .. HinimuCl Speed Itecord cd. . . . . . . ....95 P"rcenti1e Speed......... ....85 P"rccntil~ Sp~l:d......... .... ..". .... .. .Average Sp~ed.................... .........HCldinn SpClCld............ ........ ..l'lod.:ll Spcud......o.. ..-..... ...... .10 Ilile Pac" l.imits....... it> the ~pe"d under \.Ihieh 85;: of the cars \.Icru (oulld Lo Bound Bound , - T - .-- -- - .. - .... I I I ----- .--!- 1-- -. .- ... _. .J..J I II , , I ! I I I i I ' , i I ! ! , I I ! I , I I : I I i i I ; I , i i , I I I I i , I i i . . I I I I --- _.. , , , I : - .. JJ. va JOV" . '''.'' ','\'. ",,,'II f.. I..."". .....'''... "" """1 ,: .. I':'I,tf"'III"'1 . TIME GAP STUDY CONTINUOUS DIGITAL READ METHOD . LOCATION w. VA-L-Lf--';' EO ! "~\-IOD<-? Dj;.:. RECORDER WEATHER ~""HI/ f' - (~)NIZ""'"" TIMER DATE q -2':-"''''' TIME START 'ie'. :>'0 PJ'l SHEET -Lof-1e..- ,. /"IOIZe::L-( 1-:> <-" I C I L/,--"I ",-'J2.. TIME END z : 5' S P.rt) , g~~~ '......IJV~ OFFICE PIZ,u FI ELD BY: DATE: , /....., "i! cl-1-ol:... CONTI NUOUS TIME GAP TIME COMMENTS ..-eEl 1![ EB WB BOTH NB LAST READING 0: 01 i \ : 0<:1 I L I z I I L( I 'f :I~ I ! o'.z,o I I 7 0.' 20 I 3D }O 10 I 3::, 1 20 i 3 I I I: z..,+ST" ~1 .., I s/ \ ','5'5 4 . re.'?. , 31 I ':53 I 3> '3 I ::. ~O3 '3.9 ; 5' 7',2:::-> , 2:;- '20 'I :zS I "Z "2- " Z?) 3 3 2: ',,"'P z..-, z.. " .7S c:. "Z- 2- ~/I z. "2- .. '-J"S /1 I II .'54 '} 01 :Sh 2 '2. i ?,,',O'1 I II II I :,..<-10 I " J: 1"2.- 33 " -1-'1 i I -s-, 4- ---- I :<-i~ I ! ( I I if" I'~ I " d-~-' ~C) 25' LI.' /7 ->1. 32- T'-'." 7 Q"3> 6A-ps c{ <:::J:I ::,....C1wlAJ .;;> riM' Ttf c ~ rc::. 75'" 9"'P5 p- 1-'-;2. S:" ':-:''-C>~.;J'/H6- i='O~ ~tVe'??/~--.c... c.,"cJ fl.. . . TIME GAP STUDY CONTINUOUS DIGITAL READ METHOD SHE ET ..b,o f --<e..... ,. , }/IO ~E-L'-O 5, LOCATION /AJ. \//lL,-e-;' (Ln. ~ "-'101;;>'" pie:. RECORDER WEATHER su,v",'r - '0''''1<o/'"1 TIMER DATEq-7<:;-~<' TIME START '2-',?,n COMMENTS LAST READING FIELD q.I'1 5'.02- z=, zS "-.1. &,',I'i3 -sf : 2<:: :. :~~ ;51 ,:0'1 : P? 7~) ',:~I !I c i1 y',OD 5:33 &,', \ 'Z.- ;'--\-'+ ,',-'::(. I' 2,.'5 : :j::. ','-\b ',5LI C:? .~~.~ ;;)2.\ I ! Q'< \ I C, ,...) --,-- TIME END .2: 4IS OFFICE BY: DATE: GAP TIME EB WB BOTH 7 7 '2.(, '10 38 '21 2. s-3 6 I /7- rz. -~ z. ID 17 7 Ie 18 3 3 II II <-/2- 3 "2- 2- :;- s- f J-I 'I I::' 9 r, 9 7 ') ::' 3B (, 6 .{___2.2 3> I TIME GAP STUDY CONTINUOUS DIGITAL READ METHOD . . LOCATlON(<.J,tNJI.(.CY fZD, ,; Pl'''D'' T;'r". RECORDER .WEATHER~."nlf"- "J/)J.''l-? TIMER DATE "7-7'" -!<;"S TIME START 2:-'. ",n SHEET:) of b T.l'lfJl?iO-".CU-- '''; , /':. / (" ,A"-/ ~'::.. OJ:" TIME END :2 ' fP; FIELD OFFICE ~ ~ "O!;( 3'51 BY: DATE: CONTI NUOUS TIME GAP TIME COMMENTS -WB'" EB WB BOTH LAST READING I 8',$7 s, /9 6, er,' J7 7+:, 20 G,', (g '2."'2. Z. : 'Z. I ~r '2 7- :35 /1./ 14-" :"50 ,/' I~ j:;;> 10:02- '-fe IL 10: '-19 s. r;;-9 47 1/:0'-1- /5" I /S" :/~ 9 9 II 2"2- <" : 20 9 :7.5 3 "3 :27\' '3 '3 12:0) '/8 3 )2: II ',13 /0 !Z: Z.s ,. 1'-1 I t/ )3:02- 37 3"/ /".:,:2:o:~)r.1 I: / (ii I , : 2-2 "'2.. Z. /3',-33'5,1 ~I /1 , ;sS" Z7 " 22 1";:oO:)~ '?,g :; .'63 I 3 {'"':1f3 I -' i ~ --r, L/: 05 - TIME GAP STUDY CONTINUOUS DIGITAL READ METHOD SHEET c.\. of (p LOCATION ~), I/A/'/rf- 17D. of !2f-fc-p" DIG", RECORDER T. 1~'7D,.z;:;:::z_,-o- WEATHER "",v"" <,-. ',lI"~/~) TIMER C;, I~ /to /",,' ,-7'2- DATE<1-25-,"S- TIME STARr 2-','30 TIME END 2.',,55 . . FIELD OFFICE I e-(.n:'?' 1'1: ''''", BY: DATE: CONTINUOUS TIME GAP TIME COMMENTS p, -WIt" EB WB BOTH LAST READING i 1'1:n If I :/7 ~ s \1'-1;2- I s. 16 I 7 ! ',~'2. I e /5 I '3G. I '2 c.' I:, ? 1:)0 '-Iz '-I :4<1 "Z- 2- ,'If(" 10 I 2- :Sb 0 10 /5:00: : Ib '-/ : /<:::. : 2../ ., 'S ?-~- "21 :20 :) '5 5' : :s.~ I, 6 :y<:; r;>~ 13 /t::>',OI 16 If, ',~S :~5 5' 6,7 3 ::. 3 'I 2U l~ IS- 2.1 7} I vO /, 6 "3;/ SHEET -S of Co LOCATION (,U, V/Jl-l-G''r PD. :Li-I01>'r 0= RECORDER -r: )"IO/?'n .~ WEATHER ""'d'"'' - (_,_WJ)?"'~-;' TIMER '5 \.<:.1 Uv.,E;:'Z... DATE q-7':;--~,=; TIME START -;,".'~;o TIME END ~,-;:;~ TIME GAP STUDY CONTINUOUS DIGITAL READ METHOD . . FIELD OFFICE n:S7 n'.7"7 BY: DATE: CONTINUOUS TIME GAP TIME COMMENTS $;>, EB WB BOTH .<::.. LAST READING IS: 0 'I 37 7 1'8:06 2- /'1;:07 I " Z3;. /6 ~ :3'-1 28 /1 :5\ =:; ',5' 1'2-- z 1"1; z. '-I' "3,"2 33 :> :$0 7{" I 7.'" ZO ','-/S 5'5" B1- ZI:OCZ$ "2- "I :09 I .'/'2- 3 "3- 2./; Z '?b ? :z.z, 1.& 7 :~z /, tf :1.f'S 2'{ 13 : "5f) / ,0, !) " :>2- -z.. "2- '.57 ....- 5" ? '58 , I c:z; . z.. -q, 'I I :ov tf I Cr~ ,; 29 22: ~~ i --"1--- . . TIME GAP STUDY CONTINUOUS DIGITAL READ METHOD LOCATIONw,VALt.€"T er>, [2:./iOp'r DR. WEATHER -"0)"1"'- <..n-1rz:"~/ DATE 9-2~-~<: TIME START SHEET Co of 10 RECORDER /, t/'/Oi2E'D..-C;--- TI~lER "'-.. r.: ( U"'76: 1if:. Z',~O TIME END Z:', S''''' CDMME NTS LAST READING FIELD '72: .~:' 0~ -;....?'. r::.h BY: OFF! CE DATE: GAP TI ME WB BOTH CONTI NUOUS TIME f%", ~ 2z.', "Sa, : "II : 'f5s EB t-/ "Z- 22' <t 7 t-jl -Z "37 "35' 3 , "3 79 2 13 "I : c.fLJsT 'f '"2$: z tf :'2-7 , 50 ~s 1:'2.0 ?,~ I I ---1--- TIME GAP STUDY CONTINUOUS DIGITAL READ METHOD . . SHEET_of LOCATION WEATHER DATE RECORDER TI~lER TIME START TIME END FI ELD OFFICE BY: DATE: CONTI NUOUS TIME GAP TIME COMMENTS EB WB EB WB BOTH LAST READING I I ! I I I I ! ! I I . I I i I I I i I , I I I I I ! I I I I I I I I i I i 11 I I ! I I ~--==E=l I ; I I T------i---- ------- -......-----. ............. . TIME GAP STUDY \3 e+e16~<!)~ L-. CONTINUOUS DIGITAL READ METHOD w'''''"~'1 A.~" ":."","~ ~"", SHEET I of 3> LOCATIONA~ '<-VJ"", ",'o~T.,m 'RECORDER TM. -- WEATHER ""e"-"'''''' - o;.,?V TIMER '51<. DATE p, - 2, B- liS. TIME START '/2' 1'5 f' TIME END FIELO ~cONT1NUOUS T~l?Rr-,.. i3~'w!5"~ rin~1? COMMENTS AST READING P 0 3 I Sit> I :o?- "2.', Z. (.. ':)l.o ~' Ie ,cO 32- 3g ,:"2.0 3'1 Z\ZO OFF! CE BY: DATE: -$0<.<.,.-1 GAP TIME-vcR'r-H i/',~;-, ~",.vl:> : 0"3- -z.Cj Ob ,S 6 '." , ! /:<..Y 10 }' '" '." ..'"2- . '~iii ift.:~';i+::' ....'~n;' ,... , .... 5" ':1'",7: 7:....>.',' :,,' ',r.,-C- ':.. -c:- '$8 " 'I: -:.b ''t;: J l'Q 'Cc:. '/7 47 "'1: I" '. s," z S'llt )';1 4'1 BOTH :)= 5L1~i~1 /~R."" ST:: StrJo.o,J:N; ~R r4RN;Nj v~ 1...~c...J e.. :o?:> ~l :1-rp;' '2.9 iN 1~fY)iN. , 012- 06 :: I I\l. 14'0 7"'fs ...';;: =- 06 i~ f hR., ,<;'Si'.ot . ......... \'6 ;-, I :'/'1 1'1 I .41 I "II . , Ob '-/2.- '2- .' I 10 '-\1. 02. , 0"2- 01 0"1 Ib 61- oG 2:/ <(7- ..' I l-(Z- ~__. _'-=-____. __-L_____..o~. . :.... .... I 2.0 -~, . :,',',"2.0' ..,:"',?:' ~, . , : I !:' II :,e :'.<' Ie ii';,:: oCJ 66 0(, . . TIME GAP STUDY CONTINUOUS DIGITAL READ METHOD SHEET 'Z-of :, -/'"WI -- "'::>~ TIME END &.-C..r""o1(...4.~"t.".~ P..-r:=. ';'Z4k-n;::~'r "t:> 12'. bUn',"1:; LOCATION "",;J,H" ",. m" ,^,,<<,', .. . RECORDER WEATHER ""/e =r;~>-r D (Z 'r' TIMER DATE <2- 7' -,-<;'~ < TIME START I 'Z: I 5" COMMENTS AST READING FIELD OFFICE' BY; DATE: GAP TIME EB WB cDrffNtJous TtMFH i?-" Elf,P.~',,:> s'.i'l ~l J,'.:,,"} I,' 1'1 . ~ sC.;<--I'$ '-10 7 0'3 '-f9 Db O~ 5(" 07 b7 I 13 7:0<] I : 1'3 /.'/7 ~\ .1 08 33 : '2- '1 "'2..\ .:>2. : 1'-/ /'-1 5(., O~ t) ., 8;0'3 7 D7 '" $:,0 ',Ie '07 /5 I?.. 05 $ '-1'5 30 "3.0 50 :'10 oS '1: 0'1 /9 1 ILl ,2. I 17 I /7 2./P :;- 05 Llo I' $'''' 16 10:2.5 t:"~-5 ../ "I ~ TIME GAP STUDY CONTINUOUS DIGITAL READ METHOD lV,V1TL.L.E"r- .r"?/U";'v'r' D'l2II~'C INIE-t:t.':;;.~"(.:TIO".v LOCATION >'-"'-"1</<11> ',.OF II''''' e, RECORDER WEATHER TIMER DATE 9,-Z"'",-"";< TIME START \2..., IS . SHEET '-Sof '2., -fYl") - - sIC- TIME END I~ :-o,o~ i/ I "-r-'-' FIELD OFFICE BY: DATE: CONTI NUOUS TIME GAP TIME COMMENTS EB WB EB WB BOTH LAST READING ~ j{X '-f 7 :Ot...- : 0"2. 10',$">;, . :57 ...T\....;, I Of:, ., '.':' .. ~ tl',jg ,'0, "I~I .'25 I ) I', Z. ~ :~o "OS "';,9 :"Z..\ I .. Ib '-10 -= : "2.3 07 '+7 :06 I 01 I , /Z:oo I :,"::, I /"3 17.'. 177 '27 , )$ 110 S : 0'3- "'i>"" :3<( i : 18 ~ '30 ! /2- ! 1"';:0-::' i7 .. /7 z.~ "2.0 i '(20 ''MJJ '3 ; O~ 5'l "33 3"3- Jo.J:ol '- , : 0'- II/;c; ::. /:7..9 I I : oz , ov ',0"3. I o=- I I lD D'-' I 0'-/ 1'5 1'-/ i 05 , 25 : 10 (D ; ':'\1:, , ~& I ; /I . , s, 3'5 ! ;,i'~;':~dtr I .' tJ~ IS;ol i '3b ,.t:t.j.: 26> ~-,,_.- ---- ---_._-- --_.......__....~. . . CHART FOR ALL CLASSES WASHINGTON STATE RURAL DESIGN STANDARDS FOR NEW CONSTRUCTION APPLICABLE TO COUNTIES, CITIES AND TOWNS IN RURAL AREAS, EXCEPT THOSE ACCESS ROADS EXEMPTEO BY LOCAL ORDINANCE OR RESOLUTION ADOPTED: CURVATURE Flu Rolllnt MounulnOUI Fbi Rollin MOllnt~lnou' ACCESS ROADS CITY STREETS A-N'D"COUNTY ARTERIALS Unde, 100 100.400 Under 400 .00.750 100 .200 200' .600' Mu.D" Mln_ R' MJX. a- Mln,R' M.a., 0- Mln.R' Mu.O- Mln.R' Mve.O. Mln.R' 23.0 ". lU "0 .~ ... 7~ '" 7.0 m 29.0 700 19.0 300 13~ 427 ,,~ ". IU SO. SI.O 100 29.0 700 lI.O 231 23,0 250 21.0 m 110 110 110 110 3S0 m m m m 350 700 700 700 700 350 a 7 . . . 12 10 . S IS " " , 7 ,. " " ,., 40' H520.44 HS20." H520.... HS 20..... H520,"4 ,,~ ... '" ... ... '" 70 70 " ,. ,., " ", lP .0 ' 7 7 7 7 2 Ad.,qu... . Ad_qUA" I 10 .. '0 .DT DHV ROADWAY CLASSIFICATION Curr.n! I$Yn.H'nce MIN. STOPPING SIGUT DI5T ANeE {Fl.} Flal Rolllnl Mount,lnouI Ro,dw'rWldth IFf.1 Our,n lOld (AA5H10) Vet,lut crlrH,nu IFI.I ~I". PAVEMENT WIDTH '1. ROADWAY WIDTH. (FI, NUMBER OF lANES IUGHT OF WAY WIDTH Fl. MAXIMUM GRADE I ('" HEW BRIDGES NOTES: 1, Rutoll rOolds with OHV OYrI' 600 wi be desigrled n .CCOfcUnc~ wi1h th~ appGc.b1e (determined by volume .nd ct.mifinllon) whom ue. design Il.mdvd.. l.~y be st~ lOf shor1 dilloinCn when .Dowed by Ioc.s ordinoinCe, ). WldrhJ 2 fret NrrQW<< nwy be UMd on minor rcuds with few trudt.. (Lnd,r 100 ACT only). ... fOf au.raolJ Inu..a.ulom. ..with of shouId,r (0 be' .dcllIomllwo leet, 5. For County rooldl, ri&ht-of-w.y width. of !fl. 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':.: ,,'., ,,'.,' , , :: .....'}. " " ..... ,,' "':"" " : '." ," " ,,:,"" ~ '. cb8ac/:>"6'Als/v'C' ~4A/. e .5J?15- rCA.../o O..l't::.. /;170A:<E 4/2r6/Z.~<4~~ .,fb,f}I>S C.!."9.:ss /r/<!'D "'95 Pc..-5!,uAl c,es 6' aT /9.S' G . cp U/L ~A/6' RO"'IJ #4"';:cG POhvr KO-'9L.'J P6'A/N &)1 CI<'661C -e<tJ#o t<J~ /7 A.lG- Y A::>/,v T ,lfC7/l~ cP t( / /1/ 4P(.? T 50(,/ 71"1 ..sll(),e~ .-9cc:~ 5' /pe;: c.,~,.-1i~3 -'9~e;:2/"9t~ ~D'y &.y 6',.{,/,> .. ,RoO. ,{&:>-90..> C"--9.:sr..."....<!'b /Jan:~I2I"'LS "",Y ,""C4~.:5'..zJ # ,,<Jc.c.e-:ss ..c.,Y ,:""&.. E. 7;"14/2J20L<lSTONiS " /f.oCS~/A/S ~o,qp U/6ST V4"-G.,s;.y -'2.1>,<11> eGG- 1'-.r "'U>,4J> ,5/..'J4,v:::;p-<.I ""/.c<:E AU:>. r~-9c. ,t:-'f'A-t!: """. .so~77-/ ?O/NT R.J?, Low ,: ,(, ,40/-1 ~~/ CL ~4ev.>1h'se. e..,P1 Jefferson County Department of Public Works Courthouse PORT TOWNSEND, WA. 98368 206-385-3505 .~Il?~~,.,..,; ":."....:, ',,,' :, '".'-;,," .':,',"! , " q "::' ',:. '",:, '':'"'' ", , :, ':"", "', , ','i ':' :' ".': ", ~:(~,:< , ,~.' .' ," ::;"': .':. '., : '"/'.,, ,,:: " ",.,' . <: '" ", ',.,"" ,"',:" .',,: ,: :' .',:: ' ':" ,',' "";"':,, ", '"., . ',:' ". ," ,.,,''', ," " ,', .','" I "", ':, :', ,,', , "'. '..:,' "''''''.: '.'," "',"" ":'. ''': .'.' ':..; '., '<." :' ,,' .".,', :, > '.; .:':? ,,:,.. ,',"<, ,', " ,,' ',:,.>.... :--, :' ":.' ,",'" .' , ...'.' ,: , :.' '" '", ',' '," ," ""... "'.,:, " ,',' ""..: .....'.' " ' I ".,"H ",:' " ,',,,. ", .',' .':,'," ,',.. ", ; ,',' ". " ':',' , ' :, ." '-:.' . , " ' ',' , ", ..... , . I ',' ': . . JEFFERSON COUNTY -BQb~=!~Qg~IQBr- MINOR COLLECTOR ARTERIALS --------------------------------------------------------------------------- ROAD NAME STATE LOG ,., COUNTY ROAD t- SECTION LENGTH CLASS --------------------------------------------------------------------------- ~ANDERSON LAKE RD. 52340 95 2.77 08 C-BEE MILL RD. 27340 74 2.32 08 C. CAPE GEORGE RD. 62280 98 7.55 08 C. COYLE RD. 40390 16 14.97 08 C DABOB RD. 34880 18-3.50 5.23 08 C- DISCOVERY RD. 60150 38 4,84 08 C. DOSEWALUPS RD. 25000 70 6.81 08 c-DUCKABUSH RD. 22740 54 3.66 08 ,A.E. QUILCENE RD. 32750 20 4.43 08 Co EAGLEMOUNT RD. 51050 87 5.34 08 51 C. FLAGLER RD. 95270 4 7.85 08 S FOUR CORNERS RD. 60120 38 1.33 08 C. HASTINGS AVENUE W. 96130 40 2.10 08 A'HAZEL POINT RD. 40800 16-18.44 1.65 08 C. LARSON LAKE RD. 42800 89 4.06 08 S OAK BAY RD. 94040 10 10.80 08 ,..,..PENNY CREEK 30390 78 & 78-1.45 4.56 08 C. THORNDYKE RD. 41870 9 8.52 08 AWHITNEY POINT RD. 27590 74-1.60 1.06 08 ========================================================================= 99.85 fI..61ljL-e:J2.- "".:>1"'.....'-('" GLASS I "", ~I oJ . . dgEEgBeQ~_~Q~~IX BQfl!LI~lls~IQBX MAJOR COLLECTOR ARTERIALS --------------------------------------------------------------------------- ROAD NAME STATE LOG * COUNTY ROAD * SECTION LENGTH CLASS --------------------------------------------------------------------------.- P AIRPORT CUT-OFF RD. 95170 12 2.36 07 P BEAVER VALLEY RD. 94150 12 9010 07 " CENTER RD. 931.50 18 15.01 07 s CHIMACUM RD. 93250 18 1.57 07 S IRONDALE RD. 93350 18 1.93 07 A,QUINAULT-SOUTH SHORE RD. 10165 W 202 4.1l. 07 P RHODY DRIVE 95170 12 2.74 07 C. UPPER HOH RD. 1.4020 W 216 12.04 07 ------------------------------------------------------------------------- ------------------------------------------------------------------------- 'feII4A/2.'r A~/6L. ~o,.J, :c.c..r<.:, ~,..c, l- C-.:DLLe e-'f> R.... AC-LE::S~ p- 5- C-.- A- 48.86 . . Washington State Association of Counties EXECUTIVE COMMITTEE Office/ ~ County District Term ef Office R. R. "Bob" Greive King President 6/82 to 6/83 Graham Tollefson Yakima Vice President 6/82 to 6/83 Bud Norris Skagit See/Treasurer 6/82 to 6/83 Jim Henning Whitman 1st Past President 6/82 to 6/84 Mike Murphy Grays Harbor 2nd Past President 6/81 to 6/83 Randy Revelle King Puget Sound 6/82 to 6/84 Lois North King Puget Sound 11/82 to 6/84 Pierce Puget Sound 6/82 to 6/84 Bruce Agnew Snohomish Puget Sound 6/82 to 6/84 Bill Mahan Kitsap Puget Sound 6/82 to 6/84 John Louws Wha teem Puget Sound 6/82 to 6/84 Dick Lotzgesell Clallsm Western 6/81 to 6/83 Gary Ely Lewis Western 10/82 to 6184 Mel Kuhlmann Okanogan Central 6/82 to 6/84 Lloyd Dallas Benton Central 6/81 to 6/83 Pete Collins Asotin Eastern 6/81 to 6/83 Vernon Marll Columbia Eastern 6/82 to 6/84 Keith Shepard Spokane Eastern 6/82 to 6/84 Alternates Name County/District Term of Office King 6/82 to 6/83 Don Britton Snohom1sh 6/82 to 6/83 Joe Stort:in1 Pierce 6/82 to 6/83 Spokane 6/82 to 6/83 Duane Kemp Puget Sound 6/82 te 6/83 Jack Peek Western 6/82 to 6/83 Bill Frederickson Ccntral 6/82 to 6/83 Loren Moos Eastern 6/82 to 6/83 Affiliate Presidents Jerry Weed Beb Patrick Dave Sehilperoort Blackburn Joslin Lieut. ~m. Stockham Snohomish Douglas Lcwis Okanogan King EngincClrs/Publie Works Directors Planning Directors Parks & RecrClation Directers J/Cl"lth Officers Emergency Services Directors . j. IIlN ~I'lll MAN Guvl"lnc)f' \1'All Of \W\\II1NGll1N TRANSPORT ^ TION COMMISSION . JIIRlJwdyAtlminiMr.Jl;UflOuilc/in# . nf~m/)i,l. \V,r../lItI)ttoll fJlltjtM . f.!(}6)7.SJ-(>>17lJ July 23, 1982 TRANSPORTATION COMMISSIONERS MR. JERRY OVERTON West 428 37th Spokane, WA 99203 (Chairman) MR. RICHARD ODABASHIAN Eells Road Cashmere, WA 98815 (Vice Chairman) MR. ROBERT L. MIKALSON 1410 Belmont Centralia, WA 98531 MR. VAUGHN IIUBBARD Hubbard Building, Box 126 Waitsburg, WA 99361 MR. ALBERT D. ROSELLINI 5930 6th Avenue South Seattle, WA 98108 MR. PAT I'/ANAMAKER 519 West Wanamaker Road Coupeville, WA 98239 MRS. BERNICE STERN 2709 West Galer Seattle, I'/A 98199 MR. DUANE BERENTSON Secretary of Transportation Highway Administration Building Olympia, WA 98504 (EX-officio member of Commission) MRS. LUE CLARKSON Administrator Transportation Commission lIighway Administration Building Olympia, I'/A 98504 Tel. (509) 455-9958 (509) 782-2191 782-2422 , (206) 736-6949 (509) 337-6643 337-6619 (206) 763-1611 523-6098 (206) 678-4218 (206) 344-3834 283-7373 (206) 753-6054 (Bus.) (206) 753-6170 352-2718 '" 41 bO ",. .... .... o Ul '" ....... '" '" ..... <"l N ~I '" .... '" "" '" 1 g ..... ..... N N N ": :::: ::: '" C> N zu ~ <"l <"l "Cl '" .... '" ... '" ~ '" ..... ..... ..... ..; ~I N "" "'! "" .:< '" ..... ..... '" ..... cO ::: vi "" ::; <"l ~ <"l "" ... en ~ I "Cl ,.., '" ~ .... l:l ~ ... g '" E~ .:< ~ C> '" '" z Ul "" vi cO 0: ~ C> cO o ... ~ '" ,.., '" "" '" .... ..... .... "" '" .... '" '" en..... " ~'d .". z..... :l 00 0 g"" PQ H C> ~ <...J '" .... ~ ""..... j z 0 '" 0 0 Ul ~ :> ... Ul "" " "" " H 0 0 ,..,.... en,., .... "'..... ... .... en..... '" .... Z,., 0:<: "':>:: .....~ ~~ ~ '" ~ '0 t; "'! "" "'! ~ 0: '" 0: ~ .... vi -D :s N ~ 0: vi ..... C> '" '" .... '" ::: "" '" ..... '" '" ... .". ,'" U ... 0 t; '" l:: '" ~I '" ..... '" .... '" .... '" ..... o 00 ~ ~ 00 ~ ... 00 en ~ ~I '" ..... ~ en ..... '" ..... o '" ~ ..... '" .,.. ..... '" '" '" ..... . . '. . ,- ,.. ...1 If) ..c( ~ I- Z <C 0 ...1 Q to ~ 0 <I) 0 B~~2, 'I- 0 10 0 1J. n..rt)l;O u 0 'I- t.u ..Sl (J <I) -0 uJ 0 ~ C~'(J"l "j Z NIfj 0 c( F ,CO> a: to D.. ::::l ~ 0 :.- ::J: ~ CO /- .... <<> QO upqJn/I,oJn/;/ t- !>GoO IVUO!.J~un.:l <l> -.<:....... d_ d) II) -t- en" oc:= ~~6 ~<.l 1.0'0 <t 00 :Su >fJO~ JO I If) .<." .q,'OJ ~ r:1" 0... Zo c3:0 .2'tZ Z~~u .n ,- 0") o "' -t- .., - :-.~.;: 1-~~cO () 0>"+ -00..... ~ ~.{1 g :z a'- 0- oEo Wet'\...= S .;~:[ ~tn o I: C I- ex 0'- V ,_ C W u-~.5 J.;:om ~F.sJ: N ~ ::n .... C 5 .ONUI::tJI__ V ....,j;'Io.~ . . Jefferson County April 7, 1982 "ESSOOIAL REQUI REJ"lENTS" STUDY COUNTY ROAD FUND FINANCIAL WORK SHEET 1983-1988 ~ REVENUES TIME PERIOD 1. Total Road Levy (No Diversion) Local Estimate 1,270 1,495. 1,760. 2. State Motor Fuel Tax Exhibit A 970 1,170 1,180 3. State Timber Harvest Tax Exhibit B 280 360, 420 4. FHWA Programs Exhibit C 120 130 140 5. Federal Lands Exhibit D 2,590 3.720 4,340 6. Bond Sales Local Estimate 0 0 0 7. Other Queets Bridge Funds (DOT) Local Estimate 2,653 0 0 8. TOTAL REVENUES 7,883 6,875 7,840 (Lines 1 thru 7) LESS EXPENDITURES 9. Bond Retirement Local Estimate 10. Administration * Local Es tiilia t:e 863 679 728 II. Essential Maintenance Exhibit E 3,830 4,480 5,200 12. Tetal of l.inCls 9, 10, 11 4,693 5,159 5,928 13. Available for Construction (+) 1,716 1,912 or Maintenance Shortfall (-) 3,190 (Line 8 minus Line 12) 14. Less Essential Construction Requirements ** Local Program 4,798 2,310 2,075 15. TOTAL SHORTFALL -1,608 - 594 - 163 (Line 13 minus Line 14) REFER TO 83/84 85/86 87/88 * Normally about lO~ of Lines 11 Plus 14. ~* From Six Year Essential. Requil'Clments PrDgrem. . . "ESSENTIAL REQUI REYHlTS" STUDY FEDERAL LANDS REVENUE ESTI~~TES COUNTY TIME PERIOD (THOUSANDS OF DOLLARS) 1983/84 1985/86 1987/88 1. ADAMS 2. ASOTIN 70 90 110 3. BENTON 4. CHELAN 900 1140 1330 5. CLALLAM 2180 2760 3210 6. CLARK 10 20 20 7. COLUMBIA 190 280 320 8. COWLITZ 130 190 220 9. DOUGLAS 10. FERRY 610. 880 1020 II. FRANKLIN 12. GARFIELD 120 160 190 13. GRANT 14. GRAYS HARBOR 590 850 990 15. ISLAND 16. JEFFERSON 2590 3720 4340 -.i7-;-.-KINC----.------------9.30------ 1340 1560 18. KITSAP 19. KITTITAS 350 510 590 20. KLlCKITAT 70 80 100 2I. LEWIS 2940 3720 4340 22. LINCOLN 23. MASON 690 870 1020 24. OKANOGAN 1100 1390 1620 25. PACIFIC 26. PEND OREII.LE 620 780 910 27. PIERCE 410 520 610 28. SAN JUAN 29. SKAGIT . 900 1130 1320 30. SKAJoIANIA 5970 7550 8810 31. SNOHOMISH 1340 1690 1970 32. SPOKANE 33. STEVENS 320 410 480 34. THURSTON 35. WAHKIAKUM 36. WALLA WALLA 37. WHATCOM 1450 1830 2130 38. WHI TtIAN 39. YAKIMA 1760 2220 2590 TOTAI.S $26,2/,0 $34,130 $39,800 CRAB 3/82 .. . EXHIBIT E (REVISED) COUNTY TOTAL MAINTENANCE COST ESTIMATES ~/ESSENTIAL REQUlREf'ENTS~' STIJDY COUNTY 1. ADAMS 2. ASOTIN 3. BENTON 4. CHELAN 5. CLALLAM 6. CLARK 7. COLUMBIA 8. COWLITZ 9. DOUGLAS 10. FERRY 11. FRANKLIN 12. GARFIELD 13. GRANT 14. GRAYS HARBOR 15. ISLAND ...l6_.__~J:EFFERS_QN__ 17. KING 18. KITSAP 19. KITTITAS 20. KLICKITAT 21. LEWIS 22. LINCOLN 23. MASON 24. ORANOGAN 25. PACIFIC 26. PEND OREII.LE 27. PIERCE 28. SAN JUAN 29. SKAGIT 30. SKAMANIA 31. SNOHOMISH 32. SPOKANE 33. STEVENS 34. TIIURSTON 35. WAllKIAKUM 36. WALLA WALLA 37. WIlATCOM 38. WHITMAN 39. YAKDIA TOTALS TIME PERIOD (THOUSANDS OF DOLLARS) 1983184 1985/86 1987/88 22,550 26,380 30,600 4850 5670 6580 10,130 11,850 13,750 6030 7060 8190 5160 6040 7010 9920 11,610 13,470 6390 7480 8680 5030 5890 6830 14,620 17,110 19,850 8070 9440 10,950 10,840 12,680 14,710 5970 6980 8100 27,210 31,840 36,930 6260 7320 8490 4970 5810 6740 3830 4480 5200 28,230 33,030 38,310 10,380 12,140 14,080 6240 7300 8470 11,580 13,550 15,720 9730 11,380 13 , 200 27,660 32,360 37,540 5803 6790 7880 16,000 18,720 21,720 3790 4430 5140 5760 6740 7820 19,970 23,360 27,100 3060 3580 4150 7590 8880 10,300 2390 2800 3250 18,970 22,190 25,740 37,190 ' 43,510 50,470 18,400 21,530 24,970 8760 10,250 11,890 1500 1760 2040 12,060 14,110 16,370 11,270 13,190 15,300 25,920 30,330 35,180 20;1,10 23,880 27,700 $1,64,/,93 $543,450 $630,/,20 CRAB 4/6/82 . . ~ESSENTIAL REQUIRfrlEHTS" STUDY ASSUMPTIONS USED IN ESTIMATES FOR EXHIBITS A, B, C, D, & E EXHIBIT A: STATE MOTOR FUEL TAX REVENUE ESTIMATES SOURCE: DOT Finance Task Force COMPUTATIONS: CRAB Staff ASSUMPTIONS: County Share of State Gas Tax in 1983-84 $130,000,000 County Share of State Gas Tax in 1985-86 $145,000,000 County Share of State Gas Tax in 1987-88 - $146,000,000 New Gas Tax Distribution Formula Applied With Annual t 5% Constraint on Factor No Change in Population.or Costs or Resources EXHIBIT B: STATE TIMBER HARVEST TAX REVENUE ESTIMATES SOURCE: COMPUTATIONS: ASSUMPTIONS: Department of Revenue Staff Rick Wickman Change in Statewide Total from 1981 Base of $10,800,000 as follows: 1982 -6% 1983 1984 -5% +8% 1985 1986 +17% + 8% 1987 1988 +8% +8% Distribution among Counties same as Actual 1981 EXHIBIT C: FHWA PROGRAM REVENUE ESTIMATES SOURCE: COMPUTATION: ASSUMPTIONS: DOT Finance Task Force; Tom P1ackinger; Gary'Demich CRAB Staff FAS, FAUS and Bridge Replacement Programs will continue at Funding Levels as follows: 1983/84 1985/R~ 1987/88 FAS 8.0 8.0 9.2 FAUS 21.0 21.0 24.3 BR/ON 6.0 6.0 6.0 BR/OFF 7.0 7.0 7.0 FAS Distribution among Counties on same Basis as State Gas Tax FAUS Distribution among Counties on same Percent:age as FAUS Actual in 1981 80% of On System Bridges and 60% of Off System Bridge now eligible for Bridge Funding but not yet: approved Spread Equally of the Three Time Periods . . "SN" refers to the structural number used in the AASHTO pavement design procedure. Table J - Pavement Section Coding Flexible Pavement Rigid Pavement Range in Type Surface Base Subbase Pavement of "SN" Type & Type & Type & Thickness Code Section Range Thickness Thickness Thickness "0" 3 Heavy 4.6- 6" 12" 13" geIIl and 6.0 asphaltic aggrega te aggrega te (8" if concrete continuously reinforced) - - - - or - - - - 'It! 8" 8" asphaltic asphaltic aggregate concrete concre tc 4 Medium 3.1- 4" 8" 8" 7.1-9.0" 4.5 asphaltic aggregate aggrega te (6" if concrete continuously reinforced) ----or---- 3" 6" asphaltic asphaltic concre te conCre te Light 1.0- surface 4" 4" 6.0-7.0" 3.0 treatment aggregate aggrcga te - - - - or - - - _ 2" 6" asphaltic aggrega te concrete -6- . . SAMPLE SECTION IMPROVEMENT CHANGES HPMS FORM 3 Complete one sheet for each sample section 2n!l if there is a change to the geometric configuration due to an improvement project. City/County Name Section Description HPMS ID 4 ~I, Oa ta I tern Name ,. I I U ~ ~ Surface/Pavement Type ~ U Pavement Section ~ u..J SN or Slab Thickness ~ ~ Pavement Condition ~ U Access Control ~ L..J Lane Width ~ ~ Approach Width L1.ill U Shoulder Type ~ I I Shoulder Width \..1dI U Median Type ~ L..J Median Width l.4.&J ~ R/W Width L1-&J U Widening Feasibility Does this improvement change the geometrics of the entire sample section? DO Yes No If no, what are the limits of the change? . . SAMPLE SECTION IMPROVEMENT CHANGES HPMS FORM 3 Complete one sheet for each sample section ~ if there is a change to the geometric configuration due to an lmprovement project. City/County Name Section Description HPMS 10 4 ~I, Data Item Name ,. IU ~ Lt-J Surface/Pavement Type ~ U Pavement Section ~ Lt-J SN or Slab Thickness ~ LL.J Pavement Condition ~ U Access Control ~ LL.J Lane Width 14,01 ~ Approach Width Lh!J U Shoulder Type ~ I I Shoulder Width ~ U Median Type ~ Lt-J Median Width ~ ~ R/W "idth ~ U "idening Feasibility Does this improvement change the geometries of the entire sample section? DO Yes No If no, what are the limits of the change? . . SAMPLE SECTION IMPROVEMENT CHANGES HPMS FORM 3 Complete one sheet for each sample section ~ if there is a change to the geometric configuration due to an improvement project. City/County Name Section Description HPMS lD 4 ~I, Da ta I tem Name 15 I I U ~ G.J Surface/Pavement Type I.M.J U Pavement Section ~ G.J SN or Slab Thickness /.bQJ G.J Pavement Condition IA&J U Access Contro 1 @&J G.J Lane Width ~ ~ Approach Wi dth lMJ U Shoulder Type ~ I I Shoulder Width l1.clJ U Median Type lM.J G-.J Median Width ~ ~ R/W Wi dth IA.&J U Widen"ng Feasibility If no, what are the limits of the change? Does this improvement change the geometries of the entire sample section? 00 Yes No . . SAMPLE SECTION IMPROVEMENT CHANGES HPMS FORM 3 Complete one sheet for each sample section ~ if there is a change to the geometric configuration due to an lmprovement project. City/County Name Section Description HPMS 10 4 ~I, Data Item Name ,. , I U ~ LL.J Surface/Pavement Type l.;!AJ U Pavement Section ~ LL.J SN or Slab Thickness Lb2.I LL.J Pavement Condition ~ U Access Control ~ LL.J Lane Width 14,01 ~ Approach Width ~ U Shoulder Type ~ I , Shoulder Width L1dJ U Median Type I.MJ LL.J Median Width ~ ~ R/W Width ~ U Widening Feasibility Does this improvement change the geometries of the entire sample section? DO Yes No If no, what are the limits of the change? . . SAMPLE SECTION IMPROVEMENT CHANGES HPMS FORM 3 Complete one sheet for each sample section ~ if there is a change to the geometric configuration due to an improvement project. City/County Name Section Description HPMS ID 4 L.....d I , Data Item Name ,. , I U ~ LLJ Surface/Pavement Type @Aj U Pavement Section ~ LLJ SN or Slab Thickness lb2J LLJ Pavement Condition ~J U Access Control IA.&J LLJ Lane Width ~ ~ Approach Width IAill U Shoulder Type ~ I I Shoulder Width l..1.dJ U Median Type ~ LLJ Median Width l.hQJ ~ R/W Width ~ U Widening Feasibility Does this improvement change the geometries of the entire sample section? DO Yes No If no, what are the limits of the change? ." , , . N , . , W , '" I t;>''"'' .... , ,.... )'-.. ~ V\ , II II II " " " I n. <>. "'- "'- 0. 0. ~ 'J..... .~ I ::E ::E :c :0: ::E T- , ex: ex: CL ex: ex: ex: ~ '''J'-.. I u U U U U U ~ ct. ~ I , " '~ "t I I ~Q rfi" u ~ I rO IT , "'0 ~r-: 0) U\ U ,0 , '0 ~\1 t,) ii a~ ,,,, , "0 t ,... I " II II II II 11'- .v I , "'- "- a.. Q.. 0.. d.... QJ J>..... I I Y- O': :>: :r :0: :>: '.oJ. I I '" u: u. '" IX '" l- e<. 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'" .n " .0 '" '" -~ 0 VI ,... - .... .... ., .... e, .... .... .~ VI CY. >- w .... - .... -< .... ... - ... Z '" .... t<, '" '" '" lJ.. U '" ." '" .., C .." LLJ .., . ABOUT THE HPMS The Highway Performance Monitoring System (HPMS) is a computerized analysis tool used for planning the effective expenditure of our Federal Aid tax dollars. The HPMS is based on a small, but statistically valid sample of the nation's highway system. HPMS has the following uses: 1. To monitor the status of the nation's highway system in terms of: a. Physical condition of our roadways b. Safety considerations c. Service to the highway user and general public d. Efficiency of operation 2. To target federal expenditures ~ the most needed areas. 3. To serve as an information source leading to an effective distribution of the 9~ Federal gas tax. 4. To inform Congress of the condition of the Nation's Highway System. 5. To serve as a data source to justify congressional requests. Many informative reports are being generated by the HPMS. Some examples are nation wide highway needs studies, evaluation of benefits gained by various investment levels over time and suffiCiency ratings for the various highway systems. The Federal Highway Administration assures us, at the state level, that HPMS is effectively meeting its intended goals. This should ensure a better and more effectively targeted Federal highway program in the future. The HPMS has already contributed information used to help justify the last 5c gas tax increase. We sincerely feel that a continuing HPMS can only help to further improve the general environment for all who are concerned with good transportation systems. ..,~ . . Identification Columns effort will have to be exerted, beyond that required for normal expected upkeep, to maintain the roadway in an acceptable or tolerable condition from a structural and/or ride quality standpoint. Suggested judgement factors to be evaluated arc: performance history, maintenance interval, ride quality, drainage adequacy, road user complaints, existing base conditions, type of surfacing, degree of patching and/or breakup, yearly costs of maintenance, etc. Code the following values: 00 Backlog condi tion- -life expectancy equal to present rating year. 01 Life expectancy attained within 2 years of present rating year. 02 Life expectancy attained within 4 years of present rating year. 03 Life expectancy attained within 6 years of present rating year. 04 Life expectancy attained beyond 6 years of present rating year. Present ADT--Enter the latest measured Average Daily Traffic (total volume, both directions). If actual figures are not available, reasonable estimates of average daily volumes may be used. Section Capacity--Enter the directional hourly capacity. 121-125 The procedures described in the 1965 Highway Capacity Manual should be followed in calculat11).g capac1ty. 115-120 Present Operating Speed--Enter the calculated speed for 126-127 the facility a vehicle should theoretically sustain at peak hour conditions taking into account the known v/c ratio (level of service) and delay effects caused by intersection influences. Refer to Jlighway Capacity Manual for a method for computing operating speea. Number of Road Intersections and Type of Control-- Signals: Enter number of signal controlled intersections 137-138 controlling traffic on the facility. Stop Signs: Enter number of stop sign controlled 139-140 intersections controlling traffic on the facility. None: Enter nwnber of non-controlled intersections 141-142 on the facility. Posted Speed Limit--Enter the legal posted speed limit 143-144 in effect for the section. Typc of Operntion--Record the code which reflects the 146-147 type of operntion during peak hour. . . Identification Columns Type of Operat.ion (continued) **Code 10 One Way--al1 lanes arc always in the sume direction. Code 20 Two way--traffic in both directions is present at all times. Code 30 One way reversible- - all lanes are in one di rection with the direction reversing from the a.m. to the p.m. peak hours. Code 40 '1";0 way reversihle--one or mOTc, hut not all, lanes arc reversed from the a,m. to p.m. peak hours. Code 50 One way wi th High Occupancy Vehicle (HOV) lanes. Code 60 Two \'lay ,;ith HOV lanes. Code 70 One way ,;i th exclusive bus lane. Code 80 Two 1....ay with exclusive bus lanes. Code gO Two \'Ia)' with exclusive bus roadwu)' . Code 00 = Two \'lay \'lith exclusive HOV roadway. **Note: If bicycle facilities are presently operational on the facility, cOGe a 1 in the zero position. (Viz: one ,way--all lanes in the same direction with bic)'c1e facilities, code 11, \'Iithout bicycle facilities, code 10.) 'Peak Hour Percent--Enter actual value if 'known, otherwi,se 149-150 enter 10. Direction Split--Enter the actual value greater than 50 151-152 if known, otherwise enter 50. Truck Peak Hour Percent--Enter the actual value if known, 153-154 otheTl;ise enter 05. Terrain--Code 1 Flat 155 Code 2 = Rolling Code 3 = Mountainous Approach Width 2 Way--Code the actual width available for 156-157 through directional traffic movement at the intersection. Approach Width 1 Way--Same as Approach Width 2 Way. 158-159 Green Time Perccnt--Enter actual value if known, 166-167 otheTldse enter 65. Peak Hour Parking--Enter Code lOne side 174 Code 2 . Doth sides Code 3 = None Off Peak lIour parking- -Same as Peak lIour Parking 175 "sl~iIlS" Ilridge 1.0. Number--Code the structure number 232-240 shown in position A-6 of card 7851 on the SWIllS coding form. Hnter additional structures occurring on the facillt)' ill COIUllll1fo 24] to 267. If there arc 110 structures within the faeilit)', leave colulllns 232 thru 267 blank. . ",- , ",;" . Columns Identification . Type of Railroad Crossing Protection-- Code 0 None Code 1 Cross bucks Code 2 Lights Code 3 Gates Code 4 Separation Number of Mainline Tracks--Enter the number of tracks that carry through RR t'raffic. Number of Trains Per Day--Enter the average number of trains passing through the crossing per day. RR Identification Number--Enter the seven digit railroad grade crossing identification used in the National Railroad-Highway Crossing Inventory. NOTE: Enter data in columns 280 through 315 if more than one RR c1'ossing is encountered on the study section, Otherwise, leave these columns hlank. 269 270 271-272 273-279 Widening Feasibi1ity--(physical Restraints only) 316 Code 1 ~ Not feasible Code 2 Yes, less than one lane Code 3 Yes, one lane Code 4 Yes, t,~o 1 anes Code 5 Yes, more than two lanes Hori zontal Alignment Adequacy (Road'~ay) - -Rural Areas only 317 Code 1 = All curves meet appropriate design standards. Reduction of curvature would be unnecessary even if reconstruction were required to meet other deficiencies, i.e., capacity, vertical alignment, etc. Code 2 Al though some curves are be 101~ appropriate des ign standards for new construction, all curves can be safely and comfortable negotiated at the pre- vailing speed limit on the section. The speed limit was not established by the design speed of curves. Code 3 = Infrequent curves with design speeds less than the prevailing speed limit on the section. 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TO ~e'-a' ::;r;rr-~'}...,,'-o" "* ~I I: CI..E:4A- ~-- ~-=pc-~Zg~ _,__~J]T, 8:0&: '~ 0 __J al tD I I ---, .0'.0" .'>>un.....J :Iv"..;!:>: S;:C. tol""" ('.1fS m.IV ;:,mlfll()''' "I:,) o.l.)I...; \\.11 ro...... lu.s ....lC1:!' rio" d....cr i','ltiI1U. NOT.., :-';0 .ll;o......n.:tt h"" ~dn ~ ~lJt col..mr.1 oJn t~,.1~. ,\:1""... 1'-0" ! ---l ONE ROW 25'.0' :2"'.0' '-' STAL.l... A~O AISL..E OIAORAM r--' I ~~ ~2 I I 1'1 I I _L.L.L.L L.L r~ \:'. b ~: ~, ...:'/ ~ TYPICAl.. P.40rofKINQ BAY ~G. PARt<ING EAC'" SlOE .",..-.< ~_ ~fr !J~ "".....:ii:I.. cnoPfi__. :fi3i "iotIA'~a B B b :(;; i~l; iQ:,gl Q Q,. . ~ ~ ~ ~J ~: ~iw~ ~ 7-0+ ~ +-C', R:C.,.O- RCCC1MMt:NOe:O fiTAI..L. MARKING '~':7""""- ~::g:: :t~'t.lI' P''':';:U:.T;.Ii'''I''t W.L.KW4V -...1...'... 63'.0" TO 86'-0" I , I='=-=;-= I I' t==~- I : r"--- I ' r--- I r--- 19'_c:I" 3' "'OW$ B2'-0" TO 04"-0" ..:. ':O~;:'~Ol""ID':: T~ ,='.0' . r ~ ~ I "=:&.'"=--=-od:. to U ATTENDANT ......"'0.(.,....0 ONl..V I 1===' I '==~ --'rn:=i ;J ~ I Iii- U .=f I ---'ID- " b ---l to ~ I ---j ---,--- 'E' - I I ~ ~ - __1. ---1 : 1 --,----1 19'~O" .9"_ C/. 25'.0" _ __ -t 2T~ CJ'. THREE AND FOUR ROWe ,....-- I 1--- I 1--- I 25'. .. ---I 27"-0' TWO Rowe RECOMMENDED STALL. AND AISL.E DIMENS'ONS ANGLE X' 8 C 0 E G H 8,5 16.9 11.0 28.4 17,0 12.7 29.2 """ 9.0 . 17.3 11.0 2611 18.0 13.5 JO~O ',5 19.4 13.5 32.9 12.0 6,0 19.4 450 9,0 19.8 13.0 3.J.:J 12.7 6,3 19.7 8,5 20.7 18.5 31.3 9,a 2,_ 11.9 6G" ,. 9,0 21.0 18.0 37.S 10.4 2.6 12.1 8,5 20.S 19.5 38,7 9,0 1,0 7,5 ]rP 9,0 21.0 19.0 '38,9 9,6 1,1 -',6 8,5 20.2 24,0 39,0 8,6 0,2 3,5 BrP 9,0 20.3 24.0 39,0 9,1 .0.2 :).5 8,5 19.0 27.0 38,0 8,5 0,0 0,0 goO 9,0 1 ,0 250 38,0 9,0 0,0 o.Q '. Even number 01 SpatlBl, "N" in length 0' curb, "L":- N.- .L..::.J:Lt.~' SI.Ulength _ '19.-0" F ' , iJz ~ ~LL.OW B'~6" MIN. Z.' ' ~ i: ""0- .PREr. FOR ..T......8~~ b b . " .. b""t "'TrT"T \ . . ~ I I 1 \ I 1 1'1 I TY~ICAL. PARKING BAV go. PARKING ONE aiDE: NOTEI P'D~lde e)llra width for wilks .I~g ski. p.Mking bay co ClOmptnYI. 'or bumPft' OOIerhlng. Cu~ TVPiOAL 2- L.ANE DRiVe: - PARAl.I.E:L PARKINQ F:~CH ~Ii I I I 11,)'.0" .>--j. ONE WAV aINOL.E L..ANE ENTRANCe: NOTe. Dot1IUl 10 UPf' 10 0'-0" 10,10'-0" 'Of .pplOKh lo;tic..., dilfirn.." t C. ""'."I@)" BOOT.... J!1f :ili I .;I...c:r I I I I ~ t .. R 5'00" la.o' l...ao R"OIU& :1....0.. ~ ATTENCA.N'r CO"'.-ROl-L.\t:O i:NTM....NC!C.-C>UT TWO WAV r.;:NT"'....NCC-C>CIT (t{t!~ RESOLUTION NO. 55-80 "'~" 'i\l'~'" l.f.\\;ii;g RESOLUTION TO DESIGNA1'E PRIMITIVE ROAfJ}; WHEREAS, the Washington State ~egi8latUl~ has passed an Act (CH. 45. ~aws of 1980) creating a new classification of county roads to be designated as Pr1:mitive Roads, and ;YREREAS, said Act provides that Primitive .'load classification may be applied by the county legislative authority only to roads, 01" portions of roads, which: Z) are not aZassified as pa.rt of the county primary I'Oad system 2) have a gravel or earth driving suzoface 3) have an average annual, daily traffic of one hundred or fewel' vehicZes, and fo/HEREAS, the county engineeI' has recorrmended that certain I'oads, 01" portions of I'oads, meeting these cI'iteria, be designated as Primitive Roads" and WHEREAS, this legislative authority desires to implement the designation of FTimitive Roads in accordance with the criteria established by law, NOW THEREFORE BE IT RESOLVED THAT: l) this. legislatiue authority finds that the roads, OI' portions of I'oads, listed below meet the statutory criteI'ia for PPimitive Roads, and a1"e hereby designated as such: APPROXIMATE 'LOCATION 'STATE ROAD MILEPOINT ROAD NAME <1 CO. ROAD NO. (SECT ./TWP./RANGE) LOG NUMBER BEGIN END l. Andy Coope1" Road 8-2. U 27 28N ZE 46660 '0.00 Z.'l2 2. Sandy ShoI'e Road 7-4 Z5 28N lW 42890 0.53 3.65 3. Tarboo Lake Road l8-5.40 20 28N lfl 35570 0.00 2.90 4. Gibbs Lake Road 22-l.58 28 29N lW 51750 0.00 2.05 5. Van TI'ojan Road 22-4.53 22 29N lW 52000 0.00 2.27 6. Middlepoint Road 40-7.20 5 30N ZW 628ZO 0.00 0.98 7. East Quilcene Road 20 3l 27N lfl 32750 2.55 5.Z7 8. Nt. WaZker Road 74-0.66 Z2 26N 2W 27770 0.00 Z.57 9. Big Quilcene RiveI' Road 78 28 27N 2W 30570 0.00 2.00 ZOo Penny Czoeek Road 78-Z.45 Z6 27N 2W 30390 Z.46 4.56 U. Lords Lake Loop Road 30 28 28N 2W 34230 3.43 7.07 Z2. Old LeZand Valley Road 32 36 28N 2W 34370 0.25 2.88 7-3. CaI'l Johnson Road 7-6-3.76 4 27N 2W 34750 0.00 Z.29 7-4. Beauslte Lake Roaa 22..2. [;8 27 29N lW 51900 0.00 O. ?l 7-5. Seven SisteI's Road 6-3.48 35 28N lE 46480 0.00 0.48 l6. Lind Road 24-l.56 3Z 29N lW 50940 0.00 0.92 l7. Broad Spit Road 20-l.45-l.08 20 27N lW 33280 0.00 0.78 Z8. Lindsey Hin Road 20-Z.45 32 27N ZW 330Z0 3.33 4.07 7-9. CoyZe Road l6 4 25N ZW 40390 Z7.80 Z9.46 20. South Bogachiel Road 2Z8 Z 27N Z3W Z4680 0.00 2.49 2Z. LoweI' Roh Road 214 2Z 26N Z3W Z3430 5.05 lO.98 2) the county engineeI' is heI'eby diI'ected to rrr:zrk these roads as primi ti Ve roads in the manner specified in the Act. ADOPTED this J--J I day oj' 9Itdl 1980. SF:AL BOARD OP COUNTY COMMISSIONERS JEPFERSON COUNTY, WASHINGTON 1 . flnf/t. CYI%~ / ~) Membor' Dated thin':'lltJL.day of---1:1a.Y-_l,980. a btJ7/1 ,If /JJJ ,1I'1J//I4//I Member' ' I . RESOLUTION NO. 55-80 . RESOWTION TO DESIGNATE PRIMI.TIVE RO'1!rs WHEREAS, the Washington State Legislatupe has passed an Act (CH. 45. Laws of Z980) cpeating a ne',) cZassification of county poads to be designated as Pro,:mitive Roado, and WHEREAS, said Act proovides that p,'imitive Road classification may be appZied by the coun'ty Zegislative a,"thoroity only to ,'oads, oro porotions of rooads, which: Z) aroe not cZassified aD pal't of the aounty p,'imal'Y rooad system 2) have a groavel oro earoth dl'iving surface 3) k;lve an avepage annuaZ daily troaffic of one hundred oro fewep vehicZes, a>zd WHEREAS, the county engineep has pecormte",ied that ceptain poads, oro poptions of rooadS, meeting these croiteroia" be designated as Proimitive Roads, and WHEREAS, this Zegislative authority desiroes to impZement the designation of Proimitive Roads in accorodance wi,th the criteroia estabZished by Zaw, NOW THEREFORE BE IT RESOLVED THAT: l) this legisZative authoroity finds that the rooads, 01' poptions of poads, Zisted beZow meet -the statutory cpiteria fop l'1"imitive Roads, and aroe heroeby designated as such: APPROXIMATE 'LOCATION 'STATE ROAD MILEPOINT ROAD NANE & CO. ROAD NO. (SECT ./T.IP. /RANGE) LOG NUMBER BEGIN END Z. Andy Coopep Road 8-2. ZZ 27 28N ZE 46660 '0.00 Z.Z2 2. Sandy Shope Road Z4 Z5 28N U/ 42890 0.53 3.65 3. Taroboo Lake Road Z8-5. 40 20 28N Zf/ 35570 0.00 2.90 4. Gibbs Lake Road 22-Z.58 28 29N ZW 5Z750 0.00 2.05 5. Van Tpojan Road 22-4.53 22 29N ZW 52000 0.00 2.27 6. MiddZepoint Road 40-7.20 5 30N ZW 628Z0 0.00 0.98 7. East QuiZcene Road 20 3Z 27N ZW 32750 2.55 5. Z7 8. Mt. WaZkep Road 74-0.66 Z2 26N 2W 27770 0.00 Z.57 9. Big QuiZcene Ri.vep Road 78 28 27N 2W 30570 0.00 2.00 ZOo Penny Cpeek Road 78-Z.45 Z6 27N 2f{ 30390 Z.46 4.56 ZZ. Lorods Lake Loop Road 30 28 28N 2W 34230 3.43 7.07 Z2. OZd LeZand VaZZey Road 32 36 28N 2f{ 34370 0.25 2.88 l3. Cal'Z Johnson Road Z6-3. 76 4 27N 2W 34750 0.00 Z.29 Z4. Beausite Lake Roaa 22.,2. /;8 27 29N U{ 5Z900 0.00 0.7Z Z5. Seven Sisteps Road 6-3.48 35 28N ZE 46480 0;00 0.48 Z6. Lind Road 24-Z.56 3Z 29N ZW 50940 0.00 0.92 Z7. Brooad Spit Road 20-Z.45-Z.08 20 27N ZW 33280 0.00 0.78 Z8. LindSey HiZZ Road 20-Z.45 32 27N ZW 330ZO 3.33 4.07 Z9. CoyZe Road Z6 4 25N ZW 40390 1.7.80 Z9.46 20. South BogachieZ Road 21.8 1. 27N 1.3f{ Z4680 0.00 2.49 2Z. Lowep Hoh Road 2Z4 27. 26N Z3f/ Z3430 5.05 1.0.98 2) the county engineep is heroeby diroected to mal'k these rooads as ppimitive rooads in the mannero specified in the Act. ADOPTED this j;7 day of ( 9Jf411 Z980. seAL BOARD OF COUNTY COMMISSIONERS JEFFERSON COUNTY, WASHINGTON Caa:l7/[ , c:b%-~AA / ATTEST: -~/ Mcmb01' IJatod tln:i;_~7th day of---1:1i!y--lf/BO. f!.-t1/J/latMn /lJV~/L Mambnl'. 'Co:. ar ::!:i;!ia2 -'l~!1~ ~ ~.':9 ~ oS.s:1j ~ ~ ':f.!! = ~ . ~~ . e ~ ltl Ci,Q "Cl EO ~ = Co ~... gJor.:l Co "'ro~=oiii"'-;.8't:lS' c~~:J t";j~~Zao!::cn.s:: ~~; ~ ~ ~g 8.-gE~ ~~~g ...c=~ 1;; a'O;;'g::r:a.5bt1t:8. .~.=!:t In> :af41 o~Q=s..~ :J~0'l '0 ~~Cl.IQl~~"''aE~oe :: : ~ e g a ~ ~ ~:: ~ E~ ~ ~ ~.~ ;;.Q Cl.I 1:' .q .8.9~ ~il~ =~-Q,':= c ~E B '0 ~ :; ~ g, t 2'8: 8 <9 ! ~.g ~ sj! 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STAPLE 3,5" ,030" SURFACE III ADHESIVE J~ CONSTRUCTION Marker Body Protective Cover The marker body shall be made from .Cl6O" thlck Poly- The protective cover shall be made from a clear .030" urethane. thick nexible polyvinyl chlorIde. PROPERTY RESULT ASTM TEST PROPERTY RESULT ASYM TEST METHOD METHOD Specific Gravity (mln) 1,19 0.792 Specific Gravity 1,27 [).792 Hardness em!n) BOA 02240 Hardness (min) BOA 02240 Tensile Strength. (ml" psi) 4600 0412 Tensile Strength (psi) 1900 0412 Ultimate Elongation Ultimate Elongation (%) 380 0412 (mln%) 330 0412 Modulus @ 100% Modulus @ 300% mln psi .000 0412 olongatlon psi 800 0412 Stiffness' Brinle temp 0 ~ .20 lT/48 @ -20'F (min psi) 11000 01053 72'F (mi" psi) 900 01053 Compression See 22 hrs. @ 700C rnax % as 0395 1bber Abrasion CS17 wheel WI. ioss mgl1000 cycl.. 3 ,080" TYPES Type Y: A yellow body with yel- low reflective tape on both surfaces I and II, Factory applied adhesive on sur- face III, A clear prolective cover stapled over the reflective areas. Type W: A white body with white reflective tape on just surface II. Factory applied adhesive on surface III. A clear protective cover stapled over the reflective area, (All dimensions are approximate) REFLECTIVE TAPE The reflective tape shall be ,250 " wide by 3.5" long Metalized Polycarbonate Mlcroprism Retroreflective Material with acrylic backing or equal, The tape shall have a minimum reflectance of 1800 candlepower per footcandle per square foot at 'Ao' observation and O' entrance angles, ADHESIVE The adhesive, factory applied to the markers base, shall be a solid butyl rub- ber 'AI" thick, 3,4" wide on 1" wide re- lease paper, STAPLE The staple shall be a heavy dUty type made of high carbon steel. DISTRIBUTED ey B .fety Warning SigrM For Your Traffic Cones & Delineators Code # Code # Item Code # Item Al00 AE10 AU15 NeW SLOW NP60 STCL NeW NeW NeW KEPL TOWZ KEPR Aellecto"'odln.'Wh,I.... New NeW NeW FOIL CAUT DET3 STOP DNE3 WW90 AIOfIKIOM"d'A...s"OnIV NeW NeW MENW WKAB WP50 OW20 NOLT NORT PARK FULL R300 NeW NoW WETF NOSK EXIT N"" REFLECTORIZED BCA2 AVAILABLE 8202 FOR ALL SIGNS ARROW SIGN COMPANY, INC. P.O. BOI( 75856 Los Angolos. CA 90075-0856 440 Soulh Arden Blvd. Los Angelos, CA 90020 (213) 936.SIGN , "..'. c;' '" .,;, ,''''', :"', '. ,..:. : .;' I;~P:~;: F, , '" , , ' ",' , " " :., ' " ' , """ :,> ,"., ,',.' , '".. .~i,. "" ",' ,"", ",' :," ,', " , , ' , ",' ":\"" '..".., ."'P,,',." ,. ',:. .< ; ':",': ,,' ',',:'. ".' ,.' ",' , ,', ",';: :,".,', ',', < ,""",' ','< ,'. "',:' "'i~" " . .",:",",' ,:',' ,', '.'" '. ."",',: , , :': , '.,,' ,i, " ,,:" ,:' >,' " , , ", ,.. ' '" " , ,',", ',', . ,,' , .. , ", ", ',' " ", '''' .."., ", '.'" ~: ',', ,',C' ,( :: ,.',,: ,', '. " ::,,' ., , ,;",.. .,', ",: ',,;., , ,,', ' ",: ",.' ',,' ,j"',' '." C, " "" , ':: ' : ". ': ':", '..,' .,. '", , " ' " "", '",i " .,.' ",' , ;. "'" :' ',,', ," :', ;" ',', " ,-:" ", ..">',:'., " ", . ,,' ',:. ;., ': ' '/, I 201, , ",?';:',\ ....: i~l:', ,,';,~ ,',0 ! I , ~ ',d . .. PORT LUDLOW REC. AREA GOLF/ EATS/ SLEEP -------------------------------------------------------------------------- FOLLOWING : TWO OF THESE, WITH SYMBOL TYP~PLATES FOR THE FACILITIES OFFERED ONE WITH THE DIRECTIONAL ARROW POINTING LEFT ~ THE OTHER TO THE RIGHT ONE EACH OF THE HADLOCK ~ INDIAN IS. PORT LUDLOW t HOOD CANAL BR. 4: QUILCENE _ U.S. A01 _ HADLOCK _ QUILCENE - INDIAN IS._ U. S. 101 -... t PORT TOWNSEND - PORT TOWNSEND t HADLOCK +- PORT LUDLOW f INDIAN IS. t HOOD CANAL BR. -- PORT TOWNSEND t QUILCENE f PORT TOWNSEND .... HOOD CANAL BR. +- U.S. 101