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103A 97
(;t'. f'.f.Ù .\U~:'~'1 COUNTY OF JEFFERSON STATE OF WASHINGTON In the Matter of x Adoption of the x Six Year Transportation x Improvement Program x 1998-2003 x RESOLUTION NO. lO3A-97 WE, the Board of County Commissioners, Jefferson County, State of Washington, having consulted the PRIORITY ARRAY PROGRAM and the BRIDGE CONDITION REPORT, do hereby approve and adopt the following attached SIX YEAR TRANSPORTATION IMPROVEMENT PROGRAM for the years 1998 through 2003. '-fA- &if -J:un WU ADOPTED and signed this II) dayof.Jooe, 1997. "" '. ATTEST: Lorna L. Delaney Clerk of the Board , YO!~ 23 .Hr667 l VOL 23 -.,'r668 1998-20036 YEAR T.I.P. FUNDS PER YEAR FUND STATUS LOCAL DEVELOPERjR.I.D. RAP CArp STATE (IAC,DOE) FED TOTAL TOTAL F=FUNDED 4TH 4TH 4TH 4TH 4TH 4TH 4TH PROjECl PRIO. ROAD NAME P=PROPOSED 1ST 2ND 3RD 5TH 1ST 2ND 3RD 5TH 1ST 2ND 3RD 5TH 1ST 2ND 3RD 5TH 1ST 2ND 3RD 5TH 1ST 2ND 3RD 5TH 1ST 2ND 3RD 5TH COST NO. U=UNKNOWN 6TH 6TH 6TH 6TH 6TH 6TH 6TH 1 IRONDALE RD. F 254 381 85 105 105 0 444 486 0 930 2 CENTER ROAD P 255 255 126 126 0 381 381 0 762 3 LARRY SCOTT PARK F&U 60 20 20 60 240 100 100 300 700 100 100 300 1000 220 220 660 2100 4 S. DISCO. R/R BRIDGE F 335 84 419 0 0 0 419 56TH AVENUE P 90 90 0 0 0 90 6 LITTLE QUIL. BRIDGE U 121 486 0 0 0 607 607 7 CHIMACUM RD. SO. P 217 500 0 0 0 717 717 8 PARADISE RD. PHASE 1 P 412 500 0 0 0 912 912 9 PARADISE RD. PHASE 2 P 339 500 0 0 0 839 839 10 WILLOUGHBY BRIDGE U 52 210 0 0 0 262 262 11 DOSEWALLIPS RD. F 17 17 0 0 0 17 12 MILLER RD./LANDFILL U 677 0 0 0 677 677 13 MILL RD. U 100 0 0 0 100 100 14 DOSEWALLIPS RET. WALL U 90 0 0 0 90 90 IS 7TH AVENUE U 325 0 0 0 325 325 16 5TH AVENUE U 116 0 0 0 116 116 17 DUCKABUSH RD. P 34 136 0 0 0 170 170 18 S. DISCOVERY RD. P 140 500 0 0 0 640 640 19 E. QUILCENE ROAD U 100 0 0 0 100 100 20 SAFETY PROJECTS P 43 60 60 180 43 60 60 180 343 21 MISe. PROJ. INe. CHIP SEAL P 20 60 60 180 20 60 60 180 320 22 SR19/4 CORNERS INT. F 10 10 0 0 0 10 23 ROCKY BROOK RD. F 37 37 0 0 0 37 24 FISH PASSAGE BARRIERS P 29 29 0 58 0 0 58 25 BYWATER BAY R.LD. F 65 580 645 0 0 0 645 26 COUNTRY RIDGE R.I.D. P 100 100 0 0 0 100 27 BLUE SKY DRIVE R.LD. P 627 0 627 0 0 627 TOTAL 332 678 776 3143 680 627 0 0 345 85 0 2136 0 126 126 0 240 129 100 300 784 205 205 996 2381 1850 1207 6575 12013 9/10/97 JEFFERSON COUNTY SIX YEAR TRANSPORTATION IMPROVEMENT PROGRAM 1998 TO 2003 COUNTY NO: 16 .......................................................................................................................==.=........= HEARING DATE: 09/15/97 ADOPTION DATE: RESOLUTION NO: P IF I I I I ----PROJECT COSTS IN THOUSANDS OF DOLLARS----- FEDERAL R IU I ICIFI OBLIGATION I I N I PROJECT IDENTIFICATION / IAIUI ---EXPENDITURE PLAN--- -- - --SOURCE-- -- - PLAN 0 Icci DESCRIPTION OF WORK IRINI T L I F R ITLI IRIDI 1ST I 2ND I 3RD 1 4TH 0 0 IRAP E 1ST 14TH I I AI IYIIIYEAR IYEAR IYEAR I 5TH T C ICAPP D THRU I THRU T I sl I INI I I 16TH A A IUATA R 3RD 16TH Y I sl I IGI I I IYEAR L L ITIA L YEAR I YEAR ............................==.=........=.=.........................=.=.=.__........................................=............-.. 11O71IRONDALE ROAD RD. NO. 933507 CRll07 I IM.p. 0.00 TO M.P. 0.65 I I IRONDALE ROAD OVERLAY AND SHOULDER WIDENING I I I I XIF I 4441 4861 9301 6351 851 2101 PE I MJR CLASS of WK: 35 RAP IR/W I WORK CODES: ABD ICON 2101 TOTAL LENGTH: .65 F.A. PROJ NO. I _I UTILITY CODES: I TOT 2101 0 ------------------------------------------------------------------------------------------------------------------------------------ 21O71cENTER ROAD, RD. NO. 93150 I Ip I 3811 3811 7621 5101 2521 I PE I I IM.p. 6.86 TO M.P. 13.83 I MJR CLASS of WK: 5 CAPP IR/W I I I ASPHALT CONCRETE MAINTENANCE OVERLAY IN TWO PHASES I WORK CODES: D ICON I I I I TOTAL LENGTH: 6.97 F.A. PROJ NO. I _I I I I UTILITY CODES: I TOT 01 0 ------------------------------------------------------------------------------------------------------------------------------------ 31 06 I LARRY SCOTT MEMORIAL PARK I I PORT TOWNSEND CITY TO ADELMA BEACH I IRight of Way acquisition and Construction I Ifor Phase I & II of a portion of the Olympic Discovery I ITrail XIFI 10001 2201 2201 6601 21001 9001 I 12001 PE 2251 75 I MJR CLASS of WK: 19 IR/W I I WORK CODES: NO ICON 6751 225 I TOTAL LENGTH: 6.00 F.A. PROJ NO. I _I I UTILITY CODES: STPE-2016- ITOT 9001 300 ------------------------------------------------------------------------------------------------------------------------------------ IXIF I I I 1 I I I I ------------------------------------------------------------------------------------------------------------------------------------ 5 0916TH AVENUE, RD. NO. 66710 I Iul 90 I I I 90 I 90 I 1 PE I IM.P. 0.00 TO M.P. 0.18 I 1 MJR CLASS of WK: 1 IR/W I I RECONSTRUCT INCLUDING GRADING DRAINAGE AND SURFACING I I WORK CODES: ABCK I CON I 1 I I TOTAL LENGTH: .18 F.A. PROJ NO. I _I I I I UTILITY CODES: CPTW I TOT 01 41O81S. DISCOVERY RAILROAD OVERCROSSING CSl176 IBRIDGE NO. 19E, M.P. 0.68 TO M.P. 1.04 1 IREMOVE BRIDGE, INSTALL CULVERT UNDERPASS, REGRADE ROAD I I WAY I I 4191 I I MJR CLASS of WK: 35 WORK CODES: ABCNO TOTAL LENGTH: .36 UTILITY CODES: 841 PE IR/W ICON F.A. PROJ NO. I I TOT I 231 611 _I 841 0 4191 0 I 3351 RAP ------------------------------------------------------------------------------------------------------------------------------------ 0 6 07 I LITTLE QUILCENE BRIDGE, NO. 16E, CENTER ROAD Iul I I I 6071 6071 1211 4861 PE I 38 I I MJR CLASS of WK: 34 IR/W I RECONSTRUCT AND WIDEN DECK I WORK CODES: L ICON I 448 1 I TOTAL LENGTH: .10 F.A. PROJ NO. I _I I I UTILITY CODES: I TOT 01 486 ------------------------------------------------------------------------------------------------------------------------------------ 7 071CHIMACUM RD. RD. NO. 932507 CRll08 IM.p. 0.41 TO M.P. 0.98 I INTERSECTION REALIGNMENTS AND IMPROVEMENTS ILEFT TURN CHANNELIZATION AT ELKINS RD. I INCLUDING Ip I I I 7171 7171 2171 5001 I PE I MJR CLASS of WK: 2 RAP IR/W I WORK CODES: ABCDHJ ICON I TOTAL LENGTH: .57 F.A. PROJ NO. I _I UTILITY CODES: CPT I TOT 01 0 ------------------------------------------------------------------------------------------------------------------------------------ I Ip I I I I ------------------------------------------------------------------------------------------------------------------------------------ 91 08 PARADISE BAY ROAD, RD. NO. 50360, PHASE 2 I Ipi 1 I I 8391 8391 3391 5001 I PE I I IM.P. 0.37 TO M.P. 0.84 I I MJR CLASS of WK: 35 RAP IR/W 1 1 1 PARADISE BAY ROAD OVERLAYING WITH A. C. PAVEMENT INCLUD I I WORK CODES: DHBK I CON I I lING SHOULDERS, DRAINAGE AND TRAFFIC FACILITIES I I TOTAL LENGTH: .47 F.A. PROJ NO. I _I I I I I UTILITY CODES: CPTS I TOT 01 81O81PARADISE BAY ROAD RD. NO. 503608 CRl148 PHASE 1 I IM.p. 0.00 TO M.P. 0.37 ¡PARADISE BAY RD OVERLAYING WITH A.C. PAVEMENT INCLUD- I lING SHOULDERS, DRAINAGE AND TRAFFIC FACILITIES. I I I I I 9121 MJR CLASS of WK: 5 WORK CODES: BDK TOTAL LENGTH: .37 UTILITY CODES: PTSW 41215001 RAP I I I _I 01 9121 I PE IR/W IcON F.A. PROJ NO. I I TOT 0 ------------------------------------------------------------------------------------------------------------------------------------ 0 VOL 23 '.~r..669 SIX YEAR TRANSPORTATION IMPROVEMENT PROGRAM 1998 TO 2003 JEFFERSON COUNTY Page 2 .................................................................................................................................... P IF I I ! I ----PROJECT COSTS IN THOUSANDS OF DOLLARS----- R IU I ¡ciFI I IN IPROJECT IDENTIFICATION / IAlul ---EXPENDITURE PLAN--- -----SOURCE----- 0 ICCI DESCRIPTION OF WORK IRIN! T L I I F R I TL I I RID I 1ST I 2ND 3RD 4TH 0 0 I RAP I E 1ST 14TH I I AI IYIIIYEAR IYEAR YEAR 5TH T C ICAPP I D THRU ITHRU T I sl I IN! I 6TH A A IUATA I R 3RD 16TH Y I S I I 1 G I I YEAR L L I TIA 1 L YEAR I YEAR .................................................................................................................................... 10 07 I WILLOUGHBY CREEK BRIDGE, NO. 27W, UPPER HOH ROAD IUI I I 2621 2621 521 I 2101 PE I 17 I I MJR CLASS of WK: 34 IR/W I I REPLACE AND WIDEN BRIDGE I WORK CODES: L I CON I 193 I I TOTAL LENGTH: .10 F.A. PROJ NO. I ----I ---- I I UTILITY CODES: I TOT 01 210 FEDERAL OBLIGATION PLAN ------------------------------------------------------------------------------------------------------------------------------------ 11 081DOSEWALLIPS ROAD RD. NO. 25000S IM.p. 0.30 TO M.P. 0.51 I REPLACE AND INSTALL GUARDRAIL I I XIF 171 I I 171 171 I PE I MJR CLASS of WK: 4 IR/W I WORK CODES: ICON I TOTAL LENGTH: .51 F.A. PROJ NO. 1 ----I UTILITY CODES: PT I TOT 01 0 ------------------------------------------------------------------------------------------------------------------------------------ 121O91s. JACOB MILLER RD./LARDFILL ROAD INTERSECTION 1 IM.P. 1.01-1.31/ M.P. 0.00-0.10 I 1 INTERSECTION IMPROVEMENT INCLUDING RE-ALIGNMENT I lAND CHANNELIZATION I I I Iul I I I 6771 6771 6771 I PE I I I MJR CLASS of WK: 16 IR/W I I I WORK CODES: ABDHltJ ICON I I I TOTAL LENGTH: .30 F.A. PROJ NO. I ---- 1 ---- 1 I UTILITY CODES: CPTW I TOT 01 0 ------------------------------------------------------------------------------------------------------------------------------------ 13 191MILL RD. RD. NO. 69S61. ISR20 TO THOMAS ST. IMILL RD. IMPROVEMENTS INCLUDING GRADING, DRAINAGE, lAND SURFACING I Iul I I I 1001 1001 1001 I PE I I MJR CLASS of WK: 35 IR/W I I WORK CODES: ABDK ICON I I TOTAL LENGTH: .77 F.A. PROJ NO. I ----I ---- I UTILITY CODES: PTW I TOT 01 0 ------------------------------------------------------------------------------------------------------------------------------------ 14 los I DOSEWALLIPS RETAINING WALL, RD. NO. 25000 I IM.P. 0.54 TO M.P. 0.60 1 I CONSTRUCT RETAINING WALL, RESTORE SHOULDER I 1 1 I IUI I I I 901 901 901 I PE I I MJR CLASS of WK: 4 IR/W I I WORK CODES: ICON I I TOTAL LENGTH: .06 F.A. PROJ NO. I ----I ---- I UTILITY CODES: PT I TOT 01 0 ------------------------------------------------------------------------------------------------------------------------------------ 15 0917TH AVE., RD. NO. 665709, CRll16 IM.P. 0.00 TO M.P. 0.41 IRE-CONSTRUCTION INCLUDING WIDENING, I DRAINAGE AND SURFACING I GRADING, Iul I I I 3251 3251 3251 I PE I I MJR CLASS of WK: 35 IR/W I I WORK CODES: ABCFG ICON 1 I TOTAL LENGTH: .41 F.A. PROJ NO. I ----I ---- I UTILITY CODES: CPTW I TOT 01 0 ------------------------------------------------------------------------------------------------------------------------------------ 16 091sTH AVE. RD. NO. 669109 IM.P. 0.00 TO M.P. 0.15 I SHOULDER WIDENING, RESURFACING, I I AND DRAINAGE IUI I I I 1161 I MJR CLASS of WK: 35 I WORK CODES: ABCFGK I TOTAL LENGTH: .15 I UTILITY CODES: CPTW 1161 1161 I PE IR/W ICON F.A. PROJ NO. I I TOT I I I ----I ---- 01 0 ------------------------------------------------------------------------------------------------------------------------------------ I Ip I I I I ------------------------------------------------------------------------------------------------------------------------------------ lS OBIs. DISCOVERY ROAD, RD. NO. 60150 I Ip I I I 6401 6401 1401 5001 I PE I IM.P. 3.62 TO M.P. 4.56 I MJR CLASS of WK: 46 RAP IR/W I I DESIGN REPORT AND RECONSTRUCTION, INCLUDING GRADING I WORK CODES: ABDHltO I CON I I DRAINAGE, SURFACING, AND TRAFFIC FACILITIES 1 TOTAL LENGTH: .94 F.A. PROJ NO. I ----I I I UTILITY CODES: CPTW I TOT 0 I 0 ------------------------------------------------------------------------------------------------------------------------------------ 19!OsIE. QUILCENE ROAD, RD. NO. 32750 I Iul I I I 1001 1001 1001 I PE I I IM.P. 2.57 TO M.P. 4.42 I I MJR CLASS of WK: 3 IR/W I I IMinor widening, drainage, and surfacing I I WORK CODES: ABC IcON I I I I I TOTAL LENGTH: 1.S5 F.A. PROJ NO. I ----I ---- I I I I UTILITY CODES: PT I TOT 0 I 0 17 OS I DUCKABUSH RD. RD. NO. 22740 IM.p. 2.3S TO M.P. 3.66 IDUCICABUSH RD. DESIGN REPORT AND RECONSTRUCTION TO I INCLUDE GRADING, DRAINAGE, AND RESURFACING I I I I 1701 MJR CLASS of WK: 4 WORK CODES: UABDK TOTAL LENGTH: 1.2S UTILITY CODES: PT 1701 341 1361 RAP I I I ----I ---- 01 I PE IR/W ICON F.A. PROJ NO. I TOT 0 ------------------------------------------------------------------------------------------------------------------------------------ VOL 23 '~:r67D SIX YEAR TRANSPORTATION IMPROVEMENT PROGRAM 1998 TO 2003 JEFFERSON COUNTY Page 3 ....................=..=..=..__.=...=..=......=..=..==.......=.=..._......==.=...=.......=........................==.......=........ P IF I I I I ----PROJECT COSTS IN THOUSANDS OF DOLLARS----- I FEDERAL R Iu I IclFI I OBLIGATION I IN IPROJECT IDENTIFICATION / IAlul ---EXPENDITURE PLAN--- -----SOURCE----- I PLAN 0 Icci DESCRIPTION OF WORK IRINI T L I I F I R I TL 1 I RID I 1ST I 2ND I 3RD 4TH 0 0 I RAP I E I 1ST 14TH I 1 AI IYIIIYEAR ¡YEAR IYEAR 5TH T C ICAPP I D I THRU ITHRU T I sl I IN I I 16TH A A IUATA I R I 3RD 16TH Y I S I I I G I I I YEAR L L I TIA I L I YEAR I YEAR .....======..=..........=......-...=..=..=.....==...........=..=......=.=.=....==..=................=...==...=......=...=.=.=.=..... I 201 I I 1 I I SAFETY PROJECTS ICOUNTY WIDE ISAFETY PROJECTS I I XIF 431 60 I 60 I MJR CLASS of WK: WORK CODES: TOTAL LENGTH: UTILITY CODES: 1801 3431 3431 I PE IR/W IcON F.A. PROJ NO. I I TOT I I I _I 01 0 ------------------------------------------------------------------------------------------------------------------------------------ 21100 IMISCELLANEOUS PROJECTS, INCLUDING CHIP SEAL OF XIFI 201 601 601 1801 320 I 3201 I PE I I IGRAVEL ROADS I MJR CLASS of WK: IR/W I I I I WORK CODES: ICON 1 I I I TOTAL LENGTH: F.A. PROJ NO. I _I I I I UTILITY CODES: I TOT 01 0 ------------------------------------------------------------------------------------------------------------------------------------ 22 07 FOUR CORNERS RD./ SR-19 INTERSECTION RD. NO. 601208 1.14 TO 1.33 Intersection improvement, including re-alignment of Four Corners Rd., left turn channelization and illumination on SR-19 XIF 101 I I 101 01 101 I PE I MJR CLASS of WK: 12 RAP IR/W I WORK CODES: ABDHJ ICON I TOTAL LENGTH: .39 F.A. PROJ NO. I _I UTILITY CODES: CPT I TOT 01 0 ------------------------------------------------------------------------------------------------------------------------------------ J IxlFI I I I I I I I I ------------------------------------------------------------------------------------------------------------------------------------ FISH PASSAGE BARRIERS I lull 581 I 581 581 I PE I ON RIGHT OF WAY, VARIOUS COUNTY ROADS I I MJR CLASS of WK: 4 IR/W I Replacment of roadway culverts that present a barrier I I WORK CODES: B ICON I to fish passage I I TOTAL LENGTH: F.A. PROJ NO. I _I I I UTILITY CODES: ITOT 01 23 I 09 I ROCKY BROOK ROAD, RD. NO. 251509 I I I ¡Minor widening to minimum county standards I I grading, draining and crushed surfacing I 1 371 I PE IR/W ICON F.A. PROJ NO. I I TOT I I I _I 01 0 including 371 I I MJR CLASS of WK: 3 WORK CODES: AB TOTAL LENGTH: .19 UTILITY CODES: PTW 371 0 ------------------------------------------------------------------------------------------------------------------------------------ .-ztl ~: 1 I IBYWATER BAY R.I.D. I IRECONSTRUCTION TO COUNTY ROAD STANDARDS I I XIF 6451 I I 6451 6451 I PE I MJR CLASS of WK: 4 IR/W I WORK CODES: ABCK IcON I TOTAL LENGTH: 2.75 F.A. PROJ NO. I _I UTILITY CODES: I TOT 01 0 -;;1--¡~~~~~-~~~~;-~~~~~~--------------------------------------¡;¡--~~~¡-----¡-----¡---------~~~¡--~~~¡-----------¡-;;------¡----- 1\( I I I MJR CLASS of WK: 3 1 R/W I ~~ I IRe-Construct roadways to County Standards I WORK CODES: ABCK ICON I I I I TOTAL LENGTH: .78 F.A. PROJ NO. I _I I I I UTILITY CODES: 1 TOT 0 I 0 ~¡--¡;~~-~;;-~;~~-~~~~~~-----------------------------------¡-¡;¡-----¡--~;;¡-----¡---------~;;¡--~;;¡-----------¡-;;------¡----- r"\ I 1 I I MJR CLASS of WK: 3 I R/W I cr \ liRe-Construct roadways to County Standards I I WORK CODES: ABCK I CON I I I (~<ilP~ I I TOTAL LENGTH: 1.20 F.A. PROJ NO. I _I I I ,I 1...) I I UTILITY CODES: I TOT 0 I 0 ------------------------------------------------------------------------------------------------------------------------------------ VOL 23 ',F,,671. SIX YEAR TRANSPORTATION IMPROVEMENT PROGRAM 1998 TO 2003 JEFFERSON COUNTY Page 4 SUMMARY OF COSTS BY FUNDING CATEGORY .................................................................................................................=.................. I I .................................................................................................................................... I I I I I I I FUNDED PROJECTS Totals ... EXPENDITURE PLAN 1st Year 2nd Year 3rd Year 4-6 Year 2191 784 826 1020 4821 FUNDING PLAN Local RAP CAPP TIA UATA Fed. 2897 430 0 0 0 1494 P E R/W CONST FEDERAL OBLIGATION PLAN Years 1-3 225 23 946 Years 4-6 75 0 225 1194 Totals 300 23 1171 ------------------------------------------------------------------------------------------------------------------------------------ 300 1494 UNFUNDED PROJECTS (Proposed and Unknown) Totals ... 1st Year 2nd Year 3rd Year 4-6 Year 190 1066 381 5555 7192 Local RAP CAPP TIA UATA Fed. 4821 4108 2136 252 0 0 696 P E R/W CONST Years 1-3 0 0 0 Years 4-6 55 0 641 0 Totals 55 0 641 ------------------------------------------------------------------------------------------------------------------------------------ 696 696 TOTAL ALL PROJECTS Totals ... 1st Year 2nd Year 3rd Year 4-6 Year 2381 1850 1207 6575 12013 Local RAP CAPP TIA UATA Fed. 7192 7005 2566 252 0 0 2190 P E R/W CONST Years 1-3 225 23 946 Years 4-6 130 0 866 1194 Totals 355 23 1812 .................................................................................................................................... 996 2190 ~vo'- 12013 23MJ672 r -- .. .-- SIX Y~R TRANSPORTATION PROGRAM FUNDING BREAKDOWN I ¡ I I I 1 I CAPP 2% LOCAL 41% FEDERAL 18% STATE(IAC,DOE) 6% DEVELOPER/R.I.D. 11% ~ VOI~ 23 'Ar..673 JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS P.O. Box 2070 1322 Washington 8t. Port Townsend, WA 98368 (360) 385-9160 Klara A. Fabry, Director/County Engineer MEMORANDUM: TO: Board of County Commissioners FROM: Klara A. Fabry, Public Works Director/County Engineer i....A-T - DATE: September 9, 1997 SUBJECT: Bridge Condition Report 1997 In accordance with the National Bridge Inspection Standards, the routine biennial bridge inspection for all county bridges was conducted in May and July, 1997. UBIT (Under Bridge Inspection Truck) inspection was performed on the Queets Bridge (#08W) on Clearwater Road, County Road No. 107508 and on the Tower Creek Bridge (#07W) County Road No. 914207 on Upper Hoh Road. Inspection revealed that the bridges were in good condition with no major deficiencies. A minor longitudinal crack observed and marked in the 1993 UBIT inspection for future monitoring on one beam on the center span of Tower Creek Bridge was noted to migrate 2.5 inches on the westerly end of the crack. The crack was remarked and will continue to be monitored. Structurally all of the county's bridges are in good condition with no major deficiencies, and require only routine maintenance. As you are aware, we have received funds and have started the design process on the South Discovery Railroad Bridge replacement by a large pipe arch so the old railroad grade may be used by the Larry Scott Trail. VOL 23 'M,ô74 100% Recycled Paper OLD PRIORITY RATINGS BY RANKING ALL ROADS Rank I Road Func. I Road I Section I Section Service I Condition Rating Total Priority Year No. I Number Class. I Segment I Begin. M.p.1 End. M.P. I Begin. K.p.1 End. K.P. Rating I Surface I Ride Qual. IStruct. Cond.1 Drainage Condo Rating Rating Rated 1 933507 7, Irondale Rd. 0.00 0.65 0.00 1.05 4530 36.5 10 10 5 61.5 63.31 1996 2 698619 19 Mill Rd. 0.00' 0.77 0.00 1.24 1606 29.5 10 10 5 54.5 57.96, 1996 ... ._-_.._~~----_.- 3 601508 8' S. Discovery Rd. 3.62 4.56 5.83 7.34 2455 34.5 10 10 5 59.5 57.25 1996 f-- 4 503608' 8, Paradise Bay Rd. 0.00 1.53 0.00 2.46 3315 39 10 10 5 64 54.80 1996 .. .-- 5 933507 7, Irondale Rd. 0.65 1.63 1.05 2.62 3861 37.5 13 10 5 65.5 54.53 1996 .-..-.-..-... -----.---- .... 6 227408 8, Duckabush Rd. 2.38 3.66 3.83 5.89 348 28.5 5 5 2 40.5 52.81 1996 ._._-_._-_._--~---_._.- .. . ----.---.. ..- -.---..... ~.. ...-- --..-. 7 914207, 7. Upper Hoh Rd. 2.65 3.50 4.26 5.63 1365 29.5 10 10 8 57.5 52.04: 1997 8 514109, 9W. Valley Rd. 2.30 4.56 3.70 7.34 557 33 5 5 5 48 51.41,1996 9 669109, 95th Ave. 0.00 0.15 0.00 0.24 1055 29 12 10 5 56 50.62 1996 10 914207 7 Upper Hoh Rd. 4.70 5.50 7.56 8.85 1365 34.5 10 10 5 59.5 49.59, 1997 11 914207 7 Upper Hoh Rd. 5.50 5.92 8.85 9.53 1365 29.5 15 10 5 59.5 49.59 1997 ... 12 622808 8 Cape George Rd. 2.20 2.74 3.54 4.41 1692 37 10 10 5 62 49.03: 1996 13 914207 7'Upper Hoh Rd. , 5.92' 11.80 9.53 18.99 800 34.5 10 5 5 54.5 48.99 i 1997 14 665709 97th Ave. 0.17 0.41 0.27 0.66 742 29 10 10 5 54 48.65' 1996 15 595709 9 Swartz Rd. 0.00 0.78 0.00 1.26 354 26.5 10 5 5 46.5 47.67 1996 16 911607 TQuinault-S. Shore Rd. 0.00 4.10 0.00 6.60 300 24.5 5 10 5 44.5 47.66: 1997 17 933507' Tlrondale Rd. 1.63 1.93 2.62 3.11 3861 37 15 10 8 70 47.42 1996 18 667109' 96th Ave. 0.00 0.18 0.00 0.29 169 21.5 5 10 2 38.5 46.77 1996 .-. 19 931507, TCenter Rd. 14.59 15.01 23.48 24.16 2930 36 15 10 8 69 45.77 1996 20 637109. 9 Cedar Ave. 0.00 0.58 0.00 0.93 1865 31 15 15 5 66 44.92 1996 . .- 21 327508 8 E. Quilcene Rd. 2.57 4.42 4.14 7.11 132 23.5 5 5 5 38.5 44.54 1996 22 , 505409, 9,Shine Rd. 0.00 1.72 0.00 2.77 287 33.5 5 5 5 48.5 , 43.80 1996 23 510109: 9, Osprey Ridge Rd. 0.00 0.58 0.00 0.93 755 31 10 10 8 59 1 43.54' 1996 6657091 9'7th Ave. 700 15 , I 24 0.00 0.17 0.00 0.27 28.5 10 5 58.5 43.29, 1996 25 931507 7 Center Rd. 11.54 13.82 18.57 22.24 2930 46 12 5 8 71 ' 42.821 1996 - 26 601508 8 S. Discovery Rd. 0.68 3.62 1.09 5.83 1334 37 10 10 8 65 42.62 1996 -.--- . 27 622808. 8 Cape George Rd. 2.00 2.20 3.22 3.54 1692 37 15 10 5 67 42.58 1996 28 343709' -~ Leland Valley Rd. W. 0.00 1.25 0.00 2.01 201 31 5 5 5 46 42.55 ¡ 1996 -----'----. --- 29 601508 8S. Discovery Rd. 4.56 4.84 7.34 7.79 2455 37 15 10 8 70 ' 42.41 1996 . ----. . ---'- '-. 30 503608 8 Paradise Bay Rd. 2.96 3.78 4.76 6.08 2127 34 12 15 8 69 42.30 1996 .. .._~- 31 425308 8 Dabob P.O. Rd. 0.00 0.44 0.00 0.71 540 37 10 5 5 57 42.20 1996 "- ._~-_.__.~-_. .-.-. 32 569908 8 Oak Bay Rd. 2.04 2.23 3.28 3.59 2947 43.5 5 15 8 71.5 42.14 1996 ... .--. .~._.__. .~_. 33 250008 _~Dosewallips Rd. 0.00 0.56 0.00 0.90 728 35 10 10 5 60 42.11 1996 .-. -.. ----_.~----.- -.-. ._.~- .. - ..........-.- --.. --.---. 34 301309 ~ Linger Longer Rd. 0.58 1.71 0.93 2.75 575 33 10 10 5 58 41.83, 1996 '--'--'-'-'-'---- 35 629317 17 Cook Ave. 0.00 0.62 0.00 1.00 707 33 10 15 2 60 41 .82' 1996 96PRIORY.XLS ~VGL 23 ~~rç675 Page 1 OLD PRIORITY RATINGS BY RANKING ALL ROADS Rank I Road I Func. I Road I Section I Section I Service I Condition Rating I Total Priority Year No. I Number I Class. I Segment I Begin. M.p.1 End. M.P. I Begin. K.p.1 End. K.P. I Rating I Surface I Ride Qual. IStrucl. Cond.1 Drainage ICond. Rating Rating Rated 36 569908 8 Oak Bay Rd. 9.46 10.80 15.22 17.38 1238 42.5 10 5 8 65.5 41.26 1996 37 330109 9 Lindsey Hill Rd. 3.34 4.07 5.38 6.55 50 19 5 5 5 34 : 40.66 1996 38 343709 9 Leland Valley Rd. W. 1.24 3.88, 2.00, 6.24 116 22.5 5 10 5 42.5 1 40.641 1996 418708 8 Thorndyke Rd. 0.00 2.05 0.00 ' 3.30 729 33.5 10 10 8 61.5 40.55: 1996 39 40 514009 9 Swansonville Rd. 1.30 3.10 2.09 4.99 1003 34.5 10 15 5 64.5 40.35 1996 "" 41 601508 ~S. Discovery Rd. 0.31 0.68 0.50 1.09 3876 36.5 15 15 8 74.5 40.34 1996 42 134309: 90il City Rd. 9.89 10.40 15.92 16.74 60 21.5 5 5 5 36.5 40.16 1997 43 403908: 8 Coyle Rd. 14.56 14.97 23.43 24.09 96 21.5 5 10 5 41.5 39.951 1996 44 560209 9 Olele PI. Rd. 0.40 0.73 0.64 1.17 82 25 5 5 5 40 ' 39.881 1996 45 : 5699081 8 Oak Bay Rd. 7.15 7.60 11.51 12.23 2343 33.5 15 15 8 71.5 39.83 1996 46 914207, 7 Upper Hoh Rd. 3.50 4.47 5.63 7.19 1365 39.5 10 10 8 67.5 : 39.80 1997 -- 47 408008. 8 Hazel Point Rd. 1.02 1.67 1.64 2.69 96 22 5 10 5 42 39.61 1996 48 ' 601517 17 S. Discovery Rd. 0.06 0.31 0.10 0.50 3518 36.5 15 15 8 74.5 39.39 1996 "-,, 39.281 1996 49 273408 8 Bee Mill Rd. 0.00 0.68 0.00 1.09 307 29.5 10 10 5 54.5 ----- --~--- 50 931507 7 Center Rd. 6.81 11.54 10.96 18.57 3182 46 15 5 8 74 39.18' 1996 51 ' 327508 8 IE. Quilcene Rd. 2.24 2.57 3.60. 4.14 219 26.5 10 10 5 51.5 , 38.91 1996 52 1 595709 9 Swartz Rd. 0.78 1.21 1.26 1.95. 122 25.5 5 10 5 45.5 38.89 1996 53 503608 8. Paradise Bay Rd. 3.78, 6.00 6.08. 9.66 2243 44 10 10 8 ' 72 38.71 1996 54 505309 9 Teal Lake Rd. 3.14 3.44 5.05 5.54 283 29.5 10 10 5 54.5 38.58 1996 55 560209, 90lele PI. Rd. 0.73 1.08. 1.17 1.74 45 21.5 ' 5 5 5 36.5 38.56, 1996 56 330109 9 Lindsey Hill Rd. 1.47 3.34 2.37 5.38 207 26.5 10 10 5 51.5 38.45 1996 57 514009 9' Swansonville Rd. 0.00 1.30 0.00 2.09 453 34.5 10 10 5 59.5 38.17 1996 58 134309 9:0il City Rd. 0.30' 0.46 0.48 0.74 115 31 5 5 5 1 46 38.11 1997 59 303908 8' Penny Creek Rd. 1.45 4.56 2.33 7.34 60 20 5 10 5 1 40 37.95 1996 60 514109 9W. Valley Rd. 5.31 5.51 8.55 8.87 237 33.5 10 5 5 53.5 ' 37.941 1996 - 37.401 1997 61 , 134309: 9 Oil City Rd. 0.46 5.06 0.74 8.14 115 32 5 5 5 47 62 625319 19 S. Jacob Miller Rd. 0.00 1.14 0.00 1.83 927 36.5 10 15 5 66.5 37.36 1996 ,,- ------- ------- ..-- ----------- 63 352909, 9 Snow Creek Rd. 1.45 3.04 2.33 4.89 78 23.5 5 10 5 43.5 37.24 1996 -- ---------------..-"..-------" -"-.------~ ------ -------------- ! 64 301309 9 Linger Longer Rd. 0.08 0.58 0.13 0.93 909 31.5 15 15 5 66.5 37.19 1996 .--- ---u.-- -- - - ---- ---.-- .------ - - ..-.-- ---.----_.. , 65 343709 9 Leland Valley Rd. W. 3.88 4.13 6.24 6.65 175 26.5 10 10 5 51.5 37.14 1996 66 : - ----. 327508 8 E. Quilcene Rd. 1.01 1.90 1.63 3.06 529 34.5 10 10 8 62.5 36.63 1996 67' .--- -----.--- ----- 227408 8 Duckabush Rd. 0.50 1.02 0.80 1.64 521 34.5 10 10 8 62.5 : 36.50: 1996 - " -.." ----,,- 36.30: 1996 68 250008 8 Dosewallips Rd. 0.56 1.61 0.90 2.59 726 35.5 10 12 8 65.5 -- ._----,,_. --'--- - --- --- -- ----- 69 625319 19 S. Jacob Miller Rd. 1.91 1.98 3.07 3.19 2520 31.5 20 15 8 74.5 36.28 1996 - -- _.._--~--" . 70 134309 9 Oil City Rd. 8.31 9.69 13.37 15.59 65 23.5 5 10 5 43.5 36.17 1997 96PRIORY.XLS . VOL 23 ~~.c 676 Page 2 OLD PRIORITY RATINGS BY RANKING ALL ROADS Rank Road Func. Road I Section I Section I Service I Condition Rating I Total Priority Year No. Number Class. Segment I Begin. M.p.1 End. M.P. I Begin. K.p.1 End. K.P. I Rating I Surface I Ride Qual. IStruct. Cond.1 Drainage ICond. Rating Rating Rated 71 693419 19 Fredericks St. 0.00 0.22 0.00 0.35 1071 31 15 15 8 69 35.79 1996 72 ' 330109 9 Lindsey Hill Rd. 0.00 1.47 0.00 2.37 303 30.5 10 10 8 - 58.5 35.72 1996 73 688319 1 9 Otto St. 0.00 0.37 0.00 0.60 564 31 15 10 8 64 , 35.69 1996 73 931507, 7 Center Rd. 0.00 6.81 0.00 10.96 2950 46 12 10 8 76 35.49 1996 _._n 74 693719! 19:Carrol Ave. 0.00 0.18 0.00 0.29 263 27.5 10 15 5 - 57.5 35.46 1996 75 622808! 8:Cape George Rd. 4.82 7.55 7.76, 12.15 1163 37 15 10 8 70 35.34 1996 76 625319 19 S. Jacob Miller Rd. 1.14 1.75 1.83 2.82 1621 39.5 10 15 8 72.5 35.11 1996 77 510009 9jWaiker Way 0.00 0.92 0.00 1.48 556 31.5 15 10 8 64.5 35.08: 1996 78 594209 9' Robbins Rd. 0.00 0.90 0.00 1.45 518 36 10 10 8 64 34.99 1996 79 273408 8 Bee Mill Rd. 1.54 2.33 2.48 3.75 45 22.5 5 10 5 42.5 34.92 1996 80 560209 9:01ele pt. Rd. 0.00 0.40 0.00 0.64 82 27.5 10 5 5 47.5 34.90 1996 81 : 134309 9 Oil City Rd. 5.06 8.31 8.14 13.37 65 25.5 5 10 5 45.5 34.89 1997 .-- 82 : 502909 9' Sandy Shore Rd. 0.53 1.80 0.85 2.90 38 21.5 5 10 5 41.5 34.77 1996 83 348808 8 Dabob Rd. 0.00 3.17 0.00 5.10 470 38.5 10 10 5 63.5 34.69: 1996 84 643209 9' Montgomery St. 0.00 0.04 0.00 0.06 637 31 15 15 5 66 34.69' 1996 85 342309 9 Lords Lake Rd. 3.40 5.48 5.47 8.82 48 23.5 5 10 5 43.5 , 34.61' 1996 86 595709 9 Swartz Rd. 1.21 ' 1.45 1.95 2.33 122 28.5 5 10 8 51.5 34.61! 1996 87 691008 8 Hastings Ave. W. 3.82' 4.40 6.15 7.08 808 38 10 12 8 68 34.54 1996 -- n- 88 303908 8 Penny Creek Rd. 0.00 0.42 0.00 0.68 166 29.5 10 10 5 54.5 34.48 1996 -_.- -~ n____--_------- -- ~_._~-- ---. --- -- 89 669109 95th Ave. 0.15 0.34 0.24 0.55 614 31 15 15 5 66 34.39 1996 90 693619 19 Glen Cove Rd. 0.24 0.47 0.39 0.76 227 27.5 10 15 5 57.5 34.36 1996 227408' -- - - 91 8 Duckabush Rd. 0.00 0.50, 0.00 0.80 521 30 15 15 5 65 34.07 1996 92 652509 9 lower Hadlock Rd. 0.30 0.39 0.48 0.63 584 31 15 15 5 66 33.99! 1997 93 134309 9 Oil City Rd. 0.00, 0.30 0.00 0.48 115 32 10 5 5 52 33.87 1997 -- -- . 94 914207, TUpper Hoh Rd. 1.79 2.65 2.88, 4.26 1365 39.5 10 15 8 72.5 , 33.82 1997 - 95 352909' 9,Snow Creek Rd. 1.00 1.45 1.61 2.33 117 27.5 10 10 5 52.5 33.63 19~ 96 622808 8! Cape George Rd. 0.00 2.00 0.00 3.22 2364 43 15 10 8 76 ¡ 33.61 1996 -- 97 303908 8 Penny Creek Rd. 0.42 1.45 0.68 2.33 146 29.5 10 10 5 54.5 33.61; 1996 98 408008 8 Hazel Point Rd. 0.00 0.66 0.00 1.06 162 29.5 10 8 8 55.5 33.55' 1996 99 ' - ---------~-- - - 505309 9 Teal lake Rd. 0.56 1.62 0.90 2.61 196 29.5 13 10 5 57.5 33.32 1996 - 100 327508 8 E. Quilcene Rd. 1.90 2.24 3.06 3.60 219 33.5 10 10 5 58.5 33.301 1996 101 - ---------- 33.06' 1996 327508 8' E. Quilcene Rd. 0.00 1.01 0.00 1.63 718 35.5 15 10 8 68.5 -- 102 352909 9 Snow Creek Rd. 3.05 5.89 4.91 9.48 58 22.5 10 10 5 47.5 33.04 1996 ------- - -- --- -- _____n______---- -------- . ----~-- ~---- 103 569908 8 Oak Bay Rd. 2.23 7.15 3.59 11.51 2343 43.5 15 10 8 76.5 32.84 1996 104 569908, 8 Oak Bay Rd. 7.60 8.32 12.23 13.39 2318 38.5 15 15 8 76.5 32.75 1996 96PRIORy.xLS ~VOL 23 ',~r~677 Page 3 OLD PRIORITY RATINGS BY RANKING ALL ROADS Rank r Road T Func. Road I Section I Section I ~rvice I Condition Rating I Total Priority Year No. I Number I Class. Segment I Begin. M.p.1 End. M.P. I Begin. K.p.1 End. K.P. I Rating I Surface I Ride Qual. IStruc1. Cond.1 Drainage ICanci.Rating Rating Rated 105 , 516009, 9 Egg and I Rd. 0.73 2.73 1.17 4.39 392 34.5 10 15 5 64.5 32.37 1996 106 540009' 9 Pioneer Dr. 0.00 0.87' 0.00 1.40 500 30.5 13 15 8 66.5 32.30 1996 107 691008 8 Hastings Ave. W. 2.71 3.82 4.36 6.15 1238 40 10 15 8 73 32.29 1996 108 635909 9 ,Thomas Dr. 0.00 0.16 0.00 0.26 683 31 15 15 8 69 32.15¡ 1996 .. 32.07! 1996 109, 503608 8' Paradise Bay Rd. 1.53 2.96 2.46 4.76 2127 38.5 15 15 8 76.5 110 688319 19' Otto S1. 0.37 0.69 0.60 1.11 78 28.5 5 10 8 51.5 31.971 1996 ---- 111 914207 7. Upper Hoh Rd. 4.47 4.70 7.19 7.56 1365 36 15 15 8 74 31.84: 1997 112 637809, 9, Mason S1. 0.00 0.36 0.00 0.58 801 32.5 15 15 8 70.5 31.77! 1996 652509' - 113 9 Lower Hadlock Rd. 0.39 0.53 0.63 0.85 40 22 10 10 5 47 31.70, 1996 ..-....- ..... 114 , 134309 9 Oil City Rd. 9.69 9.89 15.59 15.92 65 25.5 10 10 5 50.5 31.69 1997 115 549309 90lympus Blvd. 0.00 0.68 0.00 1.09 393 34.5 13 10 8 65.5 31.48¡ 1996 116 505409 9 Shine Rd. 1.72 2.33 2.77 3.75 294 35.5 10 10 8 63.5 31.21 ¡ 1996 117 ' 549309' 90lympus Blvd. 0.68 0.94 1.09 1.51 200 27.5 10 15 8 60.5 31.09 1996 -" .- 30.92' 1996 118 699519 19 Thomas S1. 0.00 0.29 0.00 0.47 620 31.5 15 15 8 69.5 119 403908 ~ Coyle Rd. 0.00 2.70 0.00 4.35 437 42 10 10 5 67 30.84 1996 ----- --.....-- .-..- 120 ' 342309, 9. Lords Lake Rd. 0.00 3.40 0.00 5.47 103 30.5 10 10 5 55.5 30.78, 1996 -- 121 680609. 9' Prospect Ave. 0.00 1.02 0.00 1.64 1597 38 15 15 8 76 30.53 1996 ---- -.-- 122 403908 8 Coyle Rd. 2.70 3.80 4.35 6.12 437 42.5 10 10 5 67.5 30.38, 1996 123 ' 137909' 9 Owl Creek Rd. 0.00 1.59 0.00 2.56 20 22.5 5 10 8 45.5 30.34 1995 124 691017 17 Hastings Ave. W. 1.60 2.10 2.57 3.38 1686 38.5 15 15 8 76.5 30.29 1996 125 , 932507 7 Chimacum Rd. 0.35 1.57 0.56 2.53 4422 43.5 15 15 8 81.5 30.24 1996 1261 403908 8 Coyle Rd. 5.00 7.76 8.05 12.49 398 42 10 10 5 , 67 30.19 1996 - , 127 502009 9 Gardiner Beach Rd. 0.59 0.96 0.95 1.54 194 26.5 15 15 5 61.5 30.12 1996 128 ¡ .. - 668909 9 E. Maude S1. 0.00 0.25 0.00 0.40 279 29.5 15 15 5 64.5 30.01 1996 .. 129 625319 19 S. Jacob Miller Rd. 1.75 1.91 2.82 3.07 1621 38.5 15 15 8 76.5 30.00 1996 130 503008¡ 8' Larson Lake Rd. 0.00 4.06 0.00 6.53 325 38 10 10 8 66 29.72 1996 131 , 510508 8' Eaglemount Rd. 0.70 1.00 1.13 1.61 445 43.5 10 10 5 68.5 29.561 1996 ..- -- 1 132 635809 9 S. 7th Ave. 0.00 0.19 0.00 0.31 445 30.5 15 15 8 68.5 29.56 1996 - .------ 133 348808, 8 Dabob Rd. 3.17 5.23 5.10 8.42 353 39 15 5 8 67 29.39, 1996 ....------ . ----.--- 134 695719 19 S. 8th S1. 0.00 0.42 0.00 0.68 372 29.5 15 15 8 67.5 29.28 1996 -..-- 135 273408 8 Bee Mill Rd. 0.68 1.54 1.09 2.48 307 33.5 10 15 8 66.5 28.92 1996 .--..--. ---- ---_.._---_._---_.._~- ---- --.-------.-. 136 502909 9 Sandy Shore Rd. 1.80 1.90 2.90 3.06 38 28.5 10 5 8 51.5 28.83 1996 - .- ..------ -------- .---.. ..------ -..----- ..-.---.-- 137 408008 8 Hazel Point Rd. 0.66 1.02 1.06 1.64 96 30.5 10 10 8 58.5 28.34 1996 .-------- - 138 601208 8. Four Corners Rd. 0.00 1.33 0.00 2.14 2739 47.5 15 10 8 80.5 28.32 1996 ----------- 139 206909 9 Seamount Dr. 0.58 0.91 0.93 1.46 153 27.5 15 15 5 62.5 27.95 1996 96PRIORYXLS lVOL 23 ..~f.,678 Page 4 OLD PRIORITY RATINGS BY RANKING ALL ROADS Rank I Road Func. Road I Section I Section I Service I Condition Rating I Total Priority I Year No. I Number Class. Segment I Begin. M.p.1 End. M.P. I Begin. K.p.1 End. K.P. I Rating I Surface I Ride Qual. IStruct. Cond.1 Drainage lCond. Rating Rating I Rated 140, 652509 9 Lower Hadlock Rd. 0.00 0.30 0.00 0.48 589 34.5 15 15 8 72.5 27.54 1997 ---------. -.-----------..- 141 ' 505309' 9 Teal Lake Rd. 1.62 3.14 2.61 5.05 165 29 15 15 5 64 27.24' 1996 - .----.-------...------ ~-- --- .---- 142' 689319 19 N. Otto St. 0.00 0.32 0.00 0.51 329 31 15 15 8 69 27.17! 1996 -----~~ ------ -~_.. -- 143 352909 9 Snow Creek Rd. 0_00 1.00 0.00 1_61 160 36 10 10 8 . 64 ' 27.081 1996 144 510508 8' Eaglemount Rd. 0.00 0.70 0-00 1_13 445 43-5 10 10 8 71.5 26.75: 1996 -...-. 145 , 510508 8' Eaglemount Rd. 1.00 5.34 1.61 8.59 445 43.5 10 10 8 , 71.5 26.75 1996 146 593909 9, E. Marrowstone Rd. 0.00 1.38 0.00 2.22 279 35.5 10 15 8 ' 68.5 26.62 1996 - 26.461 1996 147 514109, 9.W. Valley Rd. 0.20 1.05 0.32 1.69 965 38.5 15 15 8 76.5 148 ' 227408, 8' Duckabush Rd. 1.02 2.38 1.64 3.83 291 36 10 15 8 69 26.45 1996 149 691008 8 Hastings Ave. W. 2.10 2.71 3.38 4.36 1238 40 15 15 8 78 26.31 1996 150 516009 9,Egg and I Rd. 2.73 3.27 4.39 5.26 261 35.5 10 15 8 68.5 26.241 1996 - --- 26.23' 1996 151 447608 8S. Point Rd. 0.00 1.56 0.00 2.51 1018 39 15 15 8 77 -- 152 , 502909, 9 Sandy Shore Rd. 0.00 0.53 0.00 0.85 101 29.5 15 10 8 62.5 25.84 1996 153 301109 9' Rodgers St. 0.00 0.07 0.00 0.11 465 35 15 15 8 73 25.60 1996 154 622808 8 Cape George Rd. 2.74 4.82 4.41 7.76 734 38 15 15 8 76 , 25.32 1996 - 155 206909' 9, Seamount Dr. 0.00 0.58 0.00 0.93 268 32 15 15 8 70 25.14 1996 156 ' 593909' 9 E. Marrowstone Rd. 1.38 1.83 2.22 2.95 156 33.5 10 15 8 66.5 25.07 1996 157 ' 403908, 8 Coyle Rd. 14.17 14.56 22.80 23.43 96 28.5 15 15 5 63.5 , 24.93 1996 158, 514109 9W. Valley Rd. 1.05 2.30 1.69 3.70 672 38.5 15 15 8 ' 76.5 24.28 1996 159 , 107508 8 Clearwater Rd. ' 1.00 4.13 1.61 6.65 225 37 ' 10 15 8 70 24.21 1997 160 516009' 9 Egg and I Rd. 0.00 0.73 0.00 1.17 218 35 15 15 5 70 24.05' 1996 161 ' 635609 9 Patison St. 0.00 0.31 0.00 0.50 843 35 15 20 8 , 78 1 23.99 1996 162 250008 8, Dosewallips Rd. 1.61 6.81 2.59 10.96 166 35.5 10 15 8 68.5 23.87 1996 163 502009' 9 ,Gardiner Beach Rd. 0.00 0.09 0.00 0.14 106 26 15 20 5 66 23.64' 1996 .- .------- -------" 164 637109' 9 Cedar Ave. 0.58 0.63 0.93 1.01 169 31 15 15 8 69 23.571 1996 -- --- --- ------------' .~--~-~-- 165 502009, 9 Gardiner Beach Rd. 1.98 2.23 3.19 3.59 248 33.5 15 15 8 71.5 23.48 1996 - -----,,---_u_-- -- - -- --- ------ ---- ,,-------.-_u - 23.37 ¡ 1996 166 514109 9W. Valley Rd. 4.56 5.31 7.34 8.55 311 35 15 15 8 73 , ..~---~ 167 523408 8 Anderson Lake Rd. 0.00 2.77 0.00 4.46 1369 43 15 15 8 81 23.28 1996 , - --~ 168 569908 8 Oak Bay Rd. 8.66 9.46 13.94 15.22 3193 42.5 20 15 8 85.5 21.87 1996 169' 569908 ,,-~-- 21.44' 1996 8 Oak Bay Rd. 1.00 2.04 1.61 3.28 2947 47.5 15 15 8 85.5 170 502009 9 Gardiner Beach Rd. 0.09 0.59 0.14 0.95 217 31 15 20 8 74 20.82, 1996 171 ' - ._--~----------'---"---------~ --..- 593909 9 E. Marrowstone Rd. 1.83 2.84 2.95 4.57 156 34.5 15 15 8 72.5 20.58, 1996 -------..----. - .----------- 172 403908 ~ Coyle Rd. 3.80 5.00 6.12 8.05 437 43 15 15 5 78 20.56. 1996 --- ,,-- 173 502009 9 Gardiner Beach Rd. 0.96 1.98 1.54 3.19 191 36 15 15 8 74 20.271 1996 - ---~. ----- 174 516209 9 W. Egg and I Rd. 0.25 0.40 0.40 0.64 190 31 15 20 10 76 18.69' 1997 96PRIORVXLS ¡,.vOL 23 . A~.C 679 Page 5 OLD PRIORITY RATINGS BY RANKING ALL ROADS Rank I Road I Func. I Road I Section I Section I Service I Condition Rating I Total I Priority Year No. I Number I Class. I Segment ¡-Begin. M.p.1 End. M.P. I Begin. K.p.1 End. KP. I Rating I Surface I Ride Qual. IStrucl. Cond.1 Drainage ICond. Ratingl Rating Rated 175 516209 9W. Egg and I Rd. 0.00 0.25 0.00 0.40 190 31 15 20 10 76 18.69 1997 176! --_.. -----~-- ..._.. 275908 8. PI. Whitney Rd. 0.00 0.83 0.00 1.34 205 33.5 15 20 8 76.5 18.59, 1996 .._..._~..- ~- ..~ -,,---' .... .....__.- ,,------- . -- ..-.- - 177 914207 7 Upper Hoh Rd. 0.00 1.79 0.00 2.88 1365 45 15 15 10 85 18.45, 1997 ... ..- 178 409009 9Zelatched PI. Rd. 0.00 1.04 0.00 1.67 147 37.5 15 15 8 75.5 18.12 1996 179! 680609 9 Prospect Ave. 1.02 1.32 1.64 2.12 50 38.5 15 10 8 71.5 17.56 1996 .. , 180 418708 8 Thorndyke Rd. 2.05 8.52 3.30 13.71 439 43.5 15 15 8 81.5 17.31 1996 181 1 505309 9 Teal Lake Rd. 0.14 0.56 0.23 0.90 515 37.5 20 15 10 82.5 16.99. 1996 182 505309 9 Teal Lake Rd. 0.00 0.14 0.00 0.23 1215 38.5 20 20 8 86.5 16.071 1996 183 932507 7,Chímacum Rd. 0.00 0.10 0.00 0.16 5911 41 20 20 10 91 15.81 1996 184 932507 7 Chimacum Rd. 0.10 0.35 0.16 0.56 5911 41 20 20 10 91 ' 15.81 1996 185 ' 403908 8 Coyle Rd. 7.76 14.17 12.49 22.80 496 43.5 15 18 8 84.5 ! 14.92 1996 -- n~' 14.33 i 1996 186 5699081 ~Oak Bay Rd. 8.32 8.66 13.39 13.94 3193 42.5 20 20 8 90.5 187 500209 9 W. Uncas Rd. 0.00 2.01 0.00 3.23 178 38.5 15 20 8 81.5 14.22. 1996 .., 188 1 514109 9W. Valley Rd. 0.00 0.20 0.00 0.32 3755 46.5 20 20 5 91.5 13.34 1996 189 , 514009 9 Swansonville Rd. 3.10 3.20 4.99 5.15 1003 40 20 20 10 90 11.37 1996 190 914207 7 Upper Hoh Rd. 11.80 12.04 18.99 19.38 800 40 20 20 10 90 i 10.77, 1997 191 569908 8 Oak Bay Rd. 0.86 1.00 1.38 1.61 2947 45 20 20 8 93 10.35 1996 192 ! 107508 8' Clearwater Rd. 0.00 0.06 0.00 0.10 225 44 20 20 10 94 4.84 1997 193 107508 8, Clearwater Rd. 0.06 1.00 0.10 1.61 225 44 20 20 10 94 4.84 1997 194 9315071 TCenter Rd. 13.82 14.59 22.24 23.48 2930 50 20 20 10 100 i 0.00 1996 c:: CtJ c.o .... ...', ~t ~ N -1 C) >- 96PRIORYXLS Page 6 NEW PRIORITY RATINGS BY RANKING ALL ROADS I Rank Road Func. Road Section Total No. Number Class Segment Beg. M.P. End M.P. Rating 1 50360 8 Paradise Bay Rd. 0.00 1.53 92.00 2 93350 7 Irondale Rd. 0.00 0.65 90.55 1 93250 7 Chimacum Rd. 0.41 1.57 84.05 2 93350 7 Irondale Rd. 0.65 1.63 81.45 3 93350 7 Irondale Rd. 1.63 1.93 79.80 4 50360 8 Paradise Bay Rd. 2.96 3.78 79.45 5 60150 8 S. Discovery Rd. 3.62 4.56 73.60 6 50360 8 Paradise Bay Rd. 1.53 2.96 72.60 7 25000 8 Dosewallips Rd. 0.00 0.56 69.95 8 50360 8 Paradise Bay Rd. 3.78 6.00 67.25 9 93150 7 Center Rd. 0.00 6.81 66.15 10 60150 8 S. Discovery Rd. 4.56 4.84 65.10 11 91420 7 Upper Hoh Rd. 2.65 3.50 65.00 12 60150 8 S. Discovery Rd. 0.68 3.62 64.50 13 62931 17 Cook Avenue 0.00 0.62 63.30 14 56990 8 Oak Bay Rd. 8.32 8.66 62.25 15 56990 8 Oak Bay Rd. 8.66 9.46 62.10 16 62280 8 Cape George Rd. 2.20 2.74 61.80 17 56990 8 Oak Bay Rd. 2.23 7.15 61.10 18 91420 7 Upper Hoh Rd. 1.79 2.65 60.00 19 91420 7 Upper Hoh Rd. 4.70 5.50 60.00 20 56990 8 Oak Bay Rd. 1.00 2.04 58.60 21 56990 8 Oak Bay Rd. 7.15 7.60 58.60 22 56990 8 Oak Bay Rd. 7.60 8.32 58.60 23 62280 8 Cape George Rd. 2.00 2.20 57.95 24 93150 7 Center Rd. 11.54 13.82 56.75 25 93250 7 Chimacum Rd. 0.10 0.41 55.00 26 91420 7 Upper Hoh Rd. 3.50 4.47 55.00 27 91420 7 Upper Hoh Rd. 5.92 11.81 55.00 28 69100 8 Hastings Ave. W. 3.82 4.40 54.95 29 62531 19 S. Jacob Miller Rd. 1.14 1.75 54.65 30 62280 8 Cape George Rd. 4.82 7.55 53.45 31 62280 8 Cape George Rd. 0.00 2.00 52.95 32 50540 9 Shine Rd. 0.00 1.72 52.50 33 91420 7 Upper Hoh Rd. 5.50 5.92 52.50 34 93150 7 Center Rd. 6.81 11.54 52.00 35 69861 9 Mill Rd. 0.00 0.77 51.65 36 22740 8 Duckabush Rd. 2.38 3.66 50.60 37 93250 7 Chimacum Rd. 0.00 0.1 50.00 38 25000 8 Dosewallips Rd. 0.56 1.61 49.65 39 56990 8 Oak Bay Rd. 0.86 1.00 49.45 40 60150 8 S. Discovery Rd. 0.31 0.68 48.60 41 40390 8 Coyle Rd. 14.17 14.56 48.45 42 56990 8 Oak Bay Rd. 9.46 10.80 48.45 43 32750 8 E. Quilcene Rd. 2.57 4.42 48.30 44 60120 8 Four Comers Rd. 0.00 1.30 48.25 45 93150 7 Center Rd. 14.59 15.01 47.80 VOL 23 '.~r..681 Page 1 NEW PRIORITY RATINGS BY RANKING ALL ROADS Rank Road Func. Road Section Total No. Number Class Segment Beg. M.P. End M.P. Rating 46 34370 9 Leland Valley Rd. W. 0.00 1.25 47.30 47 93150 7 Center Rd. 13.82 14.59 47.00 48 56990 8 Oak Bay Rd. 2.04 2.23 46.95 49 91420 7 Upper Hoh Rd. 4.47 4.70 45.00 50 62531 19 S. Jacob Miller Rd. 0.00 1.14 44.80 51 32750 8 E. Quilcene Rd. 1.01 1.90 44.30 52 91420 7 Upper Hoh Rd. 0.00 1.79 44.20 53 63710 9 Cedar Avenue 0.00 0.58 43.80 54 60151 17 S. Discovery Rd. 0.06 0.31 43.60 55 40390 8 Coyle Rd. 2.70 3.80 43.45 56 40390 8 Coyle Rd. 5.00 7.76 43.45 57 40390 8 Coyle Rd. 14.56 14.97 42.80 58 52340 8 Anderson Lake Rd. 0.00 2.77 42.45 59 27340 8 Bee Mill Rd. 0.00 0.68 42.10 60 66570 9 7th Avenue 0.00 0.17 41.65 61 51410 9 W. Valley Rd. 0.00 0.20 41.15 62 22740 8 Duckabush Rd. 0.50 1.02 40.95 63 40390 8 Coyle Rd. 3.80 5.00 40.95 64 32750 8 E. Quilcene Rd. 2.24 2.57 40.80 65 22740 8 Duckabush Rd. 0.00 0.50 40.30 66 91160 7 Quinault-S. Shore Rd. 0.00 4.10 40.05 67 69101 17 Hastings Ave. W. 1.60 2.10 39.45 68 32750 8 E. Quilcene Rd. 0.00 1.01 39.30 69 40390 8 Coyle Rd. 0.00 2.70 39.30 70 51400 9 Swansonville Rd. 1.30 3.10 39.30 71 63560 9 Patison St. 0.00 0.31 39.30 72 66910 9 5th Avenue 0.00 0.15 39.15 73 41870 8 Thorndyke Rd. 0.00 2.05 39.10 74 62280 8 Cape George Rd. 2.74 4.82 38.80 75 56020 9 Olele Point Rd. 0.73 1.08 38.30 76 56020 9 Olele Point Rd. 0.58 0.73 37.45 77 51410 9 W. Valley Rd. 2.30 4.56 37.30 78 62531 19 S. Jacob Miller Rd. 1.75 1.91 37.15 79 63590 9 Thomas Dr. 0.00 0.16 36.80 80 32750 8 E. Quilcene Rd. 1.90 2.24 36.65 81 30130 9 Linger Longer Rd. 0.00 0.08 36.45 82 40800 8 Hazel Pt. Rd. 0.66 1.02 36.30 83 13430 9 Oil City Rd. 0.30 0.46 35.85 84 50290 9 Sandy Shore Rd. 0.53 1.80 35.80 85 40800 8 Hazel Pt. Rd. 0.00 0.66 35.30 86 13430 9 Oil City Rd. 0.00 0.30 35.00 87 13430 9 Oil City Rd. 0.46 5.06 35.00 88 69100 8 Hastings Ave. W. 2.10 2.71 34.95 89 10750 8 Clearwater Rd. 1.00 4.13 34.80 90 42530 8 Dabob P.O. Rd. 0.00 0.44 34.30 91 33010 9 Lindsey Hill Rd. 3.34 4.07 34.15 92 66710 9 6th Ave. 0.00 0.18 34.15 Page 2 VOL 23 '~f.;682 NEW PRIORITY RATINGS BY RANKING ALL ROADS Rank Road Func. Road Section Total No. Number Class Segment Beg. M.P. End M.P. Rating 93 51050 8 Eaglemount Rd. 0.00 0.70 34.10 94 22740 8 Duckabush Rd. 1.02 2.38 33.95 95 40390 8 Coyle Rd. 7.76 14.17 33.80 96 41870 8 Thorndyke Rd. 2.05 8.52 33.45 97 63780 9 Mason 81. 0.00 0.36 32.65 98 69100 8 Hastings Ave. W. 2.71 3.82 32.45 99 56020 9 Olele Point Rd. 0.40 0.58 32.45 100 69361 19 Glen Cove Rd. 0.24 0.47 32.30 101 66570 9 7th Ave. 0.17 0.41 31.65 102 62531 19 8. Jacob Miller Rd. 1.91 1.98 31.15 103 40800 8 Hazel Pt. Rd. 1.02 1.67 30.95 104 59570 9 Schwartz Rd. 0.72 1.20 30.80 105 30390 8 Penny Creek Rd. 1.45 4.56 30.60 106 51400 9 Swansonville Rd. 0.00 1.30 30.35 107 54000 9 Pioneer Dr. 0.00 0.87 30.00 108 30110 9 Rodgers 81. 0.00 0.07 29.95 109 25000 8 Dosewallips Rd. 1.61 6.81 29.80 110 50300 8 Larson Lake Rd 0.00 4.06 29.60 111 63580 9 S. 7th Ave. 0.00 0.19 29.50 112 51000 9 Walker Way 0.00 0.92 29.30 113 91420 7 Upper Hoh Rd. 11.81 12.04 29.20 114 27340 8 Bee Mill Rd. 0.68 1.54 28.95 115 30390 8 Penny Creek Rd. 0.00 0.42 28.95 116 51410 9 W. Valley Rd. 0.20 1.05 28.80 117 30130 9 Linger Longer Rd. 0.58 1.71 28.50 118 33010 9 Lindsey Hill Rd 1.47 3.34 28.30 119 65250 9 Lower Hadlock Rd. 0.00 0.30 28.30 120 27340 8 Bee Mill Rd. 1.54 2.33 28.10 121 13430 9 Oil City Rd. 5.06 8.31 27.50 121 10750 8 Clearwater Rd. 0.00 0.06 27.30 122 50200 9 Gardiner Beach Rd. 0.59 0.96 26.65 123 59570 9 Schwartz Rd. 0.00 0.72 26.65 124 69951 19 Thomas 81. 0.00 0.29 26.65 125 51010 9 Osprey Ridge Rd. 0.00 0.93 26.15 126 34880 8 Dabob Rd. 0.00 3.17 25.95 127 50530 9 Teal Lake Rd. 0.56 1.62 25.80 128 50530 9 Teal Lake Rd. 1.62 3.14 25.80 129 51410 9 W. Valley Rd. 5.31 5.51 25.80 130 64320 9 Montgomery 81. 0.00 0.04 25.15 131 44760 8 S. Point Rd. 0.00 1.56 24.95 132 51050 8 Eaglemount Rd. 1.00 5.34 24.95 133 68831 19 Otto 81. 0.36 0.49 24.85 134 69371 19 Carrol Ave. 0.00 0.18 24.80 135 54930 9 Olympus Blvd. 0.00 0.68 24.65 136 50530 9 Teal Lake Rd. 3.14 3.44 24.15 137 51600 9 Egg and I Rd. 0.73 2.73 24.15 138 30390 8 Penny Creek Rd. 0.42 1.45 23.95 Page 3 VOL 23 :f.:.,683 NEW PRIORITY RATINGS BY RANKING ALL ROADS Rank Road Func. Road Section Total No. Number Class Segment Beg. M.P. End M.P. Rating 139 34370 9 Leland Valley Rd. W. 1.24 3.88 23.50 140 50200 9 Gardiner Beach Rd 0.00 0.09 23.50 141 10750 8 Clearwater Rd. 0.06 1.00 23.15 142 50530 9 Teal Lake Rd. 0.00 0.14 22.65 143 13430 9 Oil City Rd. 9.89 10.40 22.50 144 59570 9 Schwartz Rd. 1.20 1.45 22.50 145 51050 8 Eaglemount Rd. 0.70 1.00 22.45 146 27590 8 Pt. Whitney Rd. 0.00 0.83 22.30 147 68060 9 Prospect Avenue 0.00 1.02 21.65 148 68831 19 Otto St. 0.00 0.36 20.30 149 34230 9 Lords Lake Rd. 0.00 3.40 20.00 150 34880 8 Dabob Rd. 3.17 5.23 19.80 151 51410 9 W. Valley Rd. 1.05 2.30 19.50 152 69341 19 Fredericks St. 0.00 0.25 19.50 153 66910 9 5th Avenue 0.15 0.34 19.30 154 35290 9 Snow Creek Rd. 1.45 3.04 19.15 155 30130 9 Linger Longer Rd. 0.08 0.58 18.80 156 50200 9 Gardiner Beach Rd. 1.98 2.23 18.15 157 68931 19 N. Otto St. 0.00 0.32 18.00 158 56020 9 Olele Pt. Rd. 0.00 0.40 17.85 159 50530 9 Teal Lake Rd. 0.14 0.56 17.65 160 50290 9 Sandy Shore Rd. 0.00 0.53 17.50 161 20690 9 Seamount Dr. 0.58 0.91 16.65 162 34370 9 Leland Valley Rd. W. 3.88 4.13 16.65 163 35290 9 Snow Creek Rd. 1.00 1.45 16.65 164 35290 9 Snow Creek Rd. 3.05 5.89 16.65 165 59390 9 E. MwTOwstone Rd. 0.00 1.38 16.65 166 34230 9 Lords Lake Rd. 3.40 5.48 15.00 167 50200 9 Gardiner Beach Rd. 0.09 0.59 15.00 168 50200 9 Gardiner Beach Rd. 0.96 1.98 15.00 169 13790 9 Owl Creek Rd. 0.00 1.59 14.15 170 13430 9 Oil City Rd. 8.31 9.69 13.35 171 13430 9 Oil City Rd. 9.69 9.89 13.35 172 63710 9 Cedar Ave. 0.58 0.63 13.15 173 51400 9 Swansonville Rd. 3.10 3.20 12.65 174 59420 9 Robbins Rd. 0.00 0.90 12.00 175 59390 9 E. Marrowstone Rd. 1.38 1.83 11.65 176 66890 9 E. Maude St. 0.00 0.25 10.65 177 65250 9 Lower Hadlock Rd. 0.30 0.39 10.50 178 51600 9 Egg and I Rd. 0.00 0.73 10.00 179 51600 9 Egg and I Rd. 2.73 3.27 10.00 180 20690 9 Seamount Dr. 0.00 0.58 9.15 181 59390 9 E. Marrowstone Rd. 1.83 2.84 9.15 182 69571 19 S. 8th St. 0.00 0.42 9.15 183 33010 9 Lindsey Hill Rd. 0.00 1.47 8.35 184 35290 9 Snow Creek Rd. 0.00 1.00 7.50 185 50290 9 Sandy Shore Rd. 1.80 1.90 7.50 VOL 23 ; ,~f.' 684 Page 4 NEW PRIORITY RATINGS BY RANKING ALL ROADS Rank Road Func. Road Section Total No. Number Class Segment Beg. M.P. End M.P. Rating 186 65250 9 Lower Hadlock Rd. 0.39 0.53 7.50 187 51620 9 W. Egg and I Rd. 0.00 0.26 7.30 188 51620 9 W. Egg and I Rd. 0.26 0.40 7.30 189 50020 9 W. Uncas Rd. 0.00 2.01 5.00 190 51410 9 W. Valley Rd. 4.56 5.31 5.00 191 68060 9 Prospect Ave. 1.02 1.32 5.00 192 54930 9 OIympus Blvd. 0.68 0.94 2.50 193 40900 9 Zelatched Pt. Rd. 0.00 1.04 0.00 Page 5 VOL 23 'M,~685 1997 INTERSECTION RATINGS '^w w 1 Hastings Ave West / Cape George Rd / MP 4.40 /1.97 41.31 2 Shine Rd / Merridith St / MP 0.02/0.00 39.35 3 E.Quilcene Rd / Mcinnis Rd / MP 0.49 / 0.66 39.13 4 Old State Highway / Cemetary Rd / MP 0.14/0.11 38.99 5 Center Rd / Dabob Rd / MP 11.55 / 5.23 37.84 6 S. Discovery Rd / S. Jacob Miller Rd / 0.31/1.92 36.46 7 Center Rd / Dabob Rd / MP 7.74/0.00 36.32 8 7TH Ave / (E & W) Maude St / MP 0.36 / 0.00 36.09 9 Talbot Way / Ames Ln / MP 0.13/0.00 36.05 10 Oak Bay Rd / Portage Way / Washington Stl MP 1.41/0.0/0.0 36.02 11 Dabob P.O. Rd / Dabob Rd / MP 0.02/3.17 35.90 12 Oak Bay Rd / Paradise Bay Rd / Ospray Ridge Rd/ MP 9.42/0.00/0.00 35.82 13 Oak Bay Rd / Walker Way / MP 8.65 / 0.00 35.78 14 West Kinkaid St /8TH St / MP 0.12/ 0.08 35.62 15 Cape George Rd / Crutcher Rd / MP 0.97/0.00 34.36 16 Thorndyke Rd / Coyle Rd / MP 8.52/7.55 32.36 17 Irondale Rd /7TH Ave / MP 0.37/0.00 30.83 18 Cape George Rd / Beckett Point Rd / MP 4.82 / 0.00 30.80 19 Oak Bay Rd / Mats Mats Beach Rd / MP 5.96/0.00 29.73 20 Chimacum Rd / Elkins Rd fOld Hadlock Rd / MP 0.64 /0.00 /0.00 29.68 21 Cape George Rd / Cape George Dr / MP 2.74/ 0.00 29.65 22 lrondale Rd / Montgomery St / MP 0.92/0.04 28.92 23 Schoolhouse Rd / Dosewallips Rd / MP 0.02/0.32 28.91 24 lrondale Rd /1 OTH Ave / MP 0.06 / 0.00 28.69 25 Swansonville Rd / Werner Rd / MP 2.250 / 0.00 28.68 26 Blanche Ave / Christney Rd / MP 0.09/0.28 28.39 27 Center Rd / Egg & I Rd / MP 4.04/ 0.73 28.14 28 Center Rd / E.Quilcene Rd / MP 14.58/0.00 27.53 29 Patison St / Noble Ln / Spruce Ln / MP 0.25/0.00/0.00 27.27 30 S.Jacob Miller Rd / Jefferson Co. Landfill Rd / MP 1.16/0.00 27.21 31 Oak Bay Rd / Pope Way / MP 8.30/0.00 26.89 32 Paradise Bay Rd / (E&W) Spruce St / MP 3.56/0.00 26.62 33 Oak Bay Rd / Swansonville Rd / MP 8.39/3.21 26.25 34 Irondale Rd / Market St / MP 0.86/0.00 26.10 35 Thomas St / Mill Rd / MP 0.05/0.77 25.15 36 Fredericks St / Otto St / MP 0.08/0.00 23.93 37 3RD St / 0 St / MP 0.32/0.36 23.67 38 Oak Bay Rd / Old Oak Bay Rd / MP 2.11 /0.00 17.83 39 Paradise Bay Rd / ( E&W) Maple St / MP 3.46/0.00 14.91 40 Oak Bay Rd / Beachcrest Ln / MP 5.28/0.00 14.38 41 Gardiner Beach Rd / Rondelay Rd / MP 0.97/0.53 13.40 42 Oak Bay Rd / Alderview Ln I MP 5.01 /0.00 12.88 43 S. Discovery Rd / Cape George Rd / MP 3.62/7.55 10.88 44 Thorndyke Rd / Finch Ln / MP 0.88/0.00 8.88 45 Gardiner Beach Rd / Bachelor Rd / MP 0.30/0.00 8.15 46 Paradise Bay Rd / Ludlow Bay Rd / MP 1.26/0.00 7.40 47 Linger Longer Rd / Muncie Ave / MP 0.48 / 0.19 7.04 48 Linger Longer Rd / Rodgers St / MP 0.09/0.05 6.54 49 West Valley Rd / Van Trojen Rd / MP 1.03/0.00 6.40 ,./ VOL 23 :M,,686 JEFFERSON COUNTY ROADS - 6 YEAR PROJECTION DESCRIPTION REVENUES Operating Revenues PROPERTY TAXES 9% 1,785,000 1,954,575 2,130,487 2,322,231 2,531,231 2,759,042 3,007,356 PRIVATE HARVEST & TIMBER SALES 375,000 329,000 329,000 329,000 329,000 329,000 329,000 FEDERAL FOREST YIELD -4% 1,024,215 975,000 936,000 898,560 862,618 836,739 811,637 FUEL TAX 3% 1,137,100 1,204,000 1,240,120 1,277,324 1,315,643 1,355,113 1,395,766 CAPP FUNDS 127,700 128,200 126,000 126,000 126,000 PERMITS, OTHER REVENUE 2% 95,375 73,291 74,757 76,252 77,777 79,333 80,919 SUBTOTAL: 4,544,390 4,664,066 4,710,364 4,903,366 5,242,269 5,485,226 5,750,678 Capital Ravenues lAC. FUNDS 273,500 58,000 100,000 100,000 100,000 100,000 100,000 DOE& DNR - Trail 184,050 182,000 DOE 29,000 CAPP FUNDS 126,000 126,000 FHWA - Emergency funds 180,000 FHWA - road funds 7,500 84,000 105,000 105,000 232,000 232,000 232,000 FHWA - I.S.T.E.A. Trail 110,000 700,000 100,000 100,000 100,000 100,000 100,000 RAP FUNDS 168,000 345,000 85,000 0 712,000 712,000 71 2,000 FUNDS FROM R.I.D. 123,000 680,000 627,000 o o ° o SUBTOTAL: 1,046,050 2,049,000 1,172,000 431,000 1,144,000 1,144,000 1,144,000 FUNDS FROM FUND BALANCE 193,110 (1,908) 451,777 576,732 740,450 232,949 UNFUNDED 507,047 729,172 TOTAL REVENUES 5,783,550 6,711.158 6,334,141 5,911,098 7,126,720 7,369,222 7,623,850 EXPENDITURE SUMMARY Operating Expenditures REIMBURSABLES-OTHER AGENCIES 5% 30,000 26,091 27,396 28,765 30,204 31.714 33,299 MAINTENANCE 5% 2,883,300 3,066,305 3,219,620 3,380,601 3,549,631 3,727,113 3,913.469 GENERAL ADMINISTRATION 5% 1,037,750 1,055,762 1,108,550 1,163,978 1,222,176 1,283,285 1,347,450 FACILITIES (ROADS) 5% 38,000 41,500 43,575 45,754 48,041 50,444 52,966 INTERFUND TRANSFERS 99,000 140,500 85,000 85,000 85,000 85,000 85,000 SUBTOTAL: 4,088,050 4,330,158 4,484,141 4,704,098 4,935,053 5,177,555 5.432,183 Capital Expenditures CONSTRUCTION 1.493,000 2,381,000 1,850,000 1,207,000 2,191,667 2,191,667 2,191,667 EXTRAORDINARY OPERATIONS 202,500 o 0 0 o 0 SUBTOTAL: 1,695,500 2,381,000 1,850,000 1.207,000 2,191,667 2,191,667 2,191,667 TOTAL EXPENDITURES 5,783,550 6,711,158 6,334,141 5,911,098 7,126,720 7,369,222 7,623,850 VOL 23 'M..687 Page 1 1998-2003 SIX YEAR T.I.P. SUMMARY OF PROJECTS 1. IRONDALE ROAD - Reconstruction from SR19 to 5th Avenue. Funding includes RAP, ISTEA (STP) and local. Construction is planned for 1999 and 2000. 2. CENTER ROAD - Maintenance overlay from SR1O4 to milepost 13.83 ( 1 mile north of Quilcene). Funds include CAPP and Local. Work scheduled for 1999 and 2000. 3. LARRY SCOTT PARK - Right of Way acquisition and construction of portions of the trail. Funding includes lAC, ISTEA, CZM, ALEA, and local participation. Work will continue from 1998 through the duration of this 6 year plan. 4. S. DISCOVERY R/R BRIDGE - Remove existing bridge, install culvert underpass, reconstruct roadway grade. Funding includes BROS and Hazard Elimination (ISTEA) and RAP. Work began in 1997 and will continue in 1998. 5. 6TH AVENUE - Reconstruction to county standards. Local funds are proposed. Work proposed for 1998. 6. LITILE QUILCENE BRIDGE - Reconstruct and widen bridge deck. BROS funds were applied for but not received. No schedule at this time for project start. Project shown in the last three years so we can pursue funding. 7. CHIMACUM ROAD - Intersection realignments and improvements including left turn channelization and pedestrian facilities. . No schedule at this time for project start. Project shown in the last three years so we can pursue funding. 8. PARADISE BAY ROAD (PHASE 1)- Widen shoulders, overlay with asphalt concrete including channelization. This project will include RAP and local funds. Work start proposed for 2001. 9. PARADISE BAY ROAD (PHASE 2) - Widen shoulders, overlay with asphalt concrete including channelization. . No schedule at this time for project start. Project shown in the last three years so we can pursue RAP funding. 10. WILLOUGHBY CREEK BRIDGE - Replace and widen bridge. BRaS funds were applied for but not received. No schedule at this time for project start. Project shown in the last three years so we can pursue funding. 11. DOSEW ALLIPS ROAD - Replace and install new guardrail along road above Brinnon School. Work is proposed for 1998. Funding for this project is local. VOL 23 :.~r.;68R 12. S. JACOB MILLER/LANDFILL INTERSECTION - Intersection realignment and channelization. The only potential funding for this project is local at this time. Project shown in the last three years of this plan. 13. MILL ROAD - Reconstruction including grading, drainage and surfacing. The only potential funding for this project is local at this time. Project shown in the last three years of this plan. 14. DOSEWALLIPS RETAINING WALL - Construct retaining wall, restore shoulder. Funding unknown at this time. Project shown in the last three years of this plan. 15. 7TH AVENUE - Reconstruction including widening, drainage and surfacing. The only potential funding for this project is local at this time. Project shown in the last three years of this plan. 16. 5TH AVENUE - Reconstruction including shoulder widening, drainage and surfacing. The only potential funding for this project is local at this time. Project shown in the last three years of this plan. 17. DUCKABUSH ROAD - Design Report and reconstruction including grading drainage and surfacing. Funding is proposed as RAP and local. Project shown in the last three years of this plan. 18. S. DISCOVERY ROAD - Design report and reconstruction, including grading, drainage, and surfacing. Funding proposed as RAP and local. Project shown in the last three years of this plan. 19. E. QUILCENE ROAD - Spot improvements including minor widening, drainage and surfacing. Funding unknown at this time. Project shown in the last three years of this plan. 20. SAFETY PROJECTS - Safety improvement projects not designated at this time. Funding is local. 21. MISCELLANEOUS PROJECTS INCLUDING CHIP SEAL OF GRAVEL ROADS - Miscellaneous improvement projects not designated at this time. Funding would be local. 22. FOUR CORNERS/SR19 INTERSECTION - This item is shown for the close out of the intersection improvements completed by W.S.D.O.T. We have RAP funds that were previously approved for this project. 23. ROCKY BROOK ROAD - Improve a section of this road to minimum county standards. The only potential funding for this project is local at this time. Project shown in the last three years of this plan. VOL 23 "M.~689 24. FISH PASSAGE BARRIERS - Replacement of roadway culverts that present a barrier to fish passage. Only one project has been selected for funding at this time. This project will be completed in 1999. Funding for the remaining years is unknown at this time. 25. BYWATER BAY R.I.D. - Reconstruct roadways to County Standards. Funds are from the R.I.D. and local. Work to begin in 1998. 26. COUNTRY RIDGE R.I.D. - Reconstruct roadways to County Standards. Funds are from the R.I.D. Work to completed in 1998. 27. BLUE RIDGE R.I.D. - Reconstruct roadways to County Standards. Funds are from the R.I.D. Work on this project is anticipated for 1999. : YOL 23 F,~~~ 690