annual traffic report 1996 - washington state department ... · r001 sr 5 mp 207.76 n/o lake...
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1996AnnualTrafficReport
Washington State Department of Transportation
1996AnnualTrafficReport
In cooperation with the United States Department of Transportation Federal Highway Administration
Introduction
The Washington State Department of Transportation is responsible for the administrationof approximately 7,000 miles of roads that involve large expenditures annually for
Truck traffic data for design purposed should be obtained through specific trafficanalysis requests.
planning, design, construction, and maintenance. This necessitates having reliable andcurrent traffic volume data, vehicle type classification, and travel statistics Report Contentsthroughout the state.
The Annual Traffic Report contains Annual Average Daily Traffic (AADT) Volumes forthe years 1993 through 1996. The AADT volumes are included only at locations whereactual traffic counts have been conducted in one or more of the last four years. Trafficdata for design purposes should be obtained through specific traffic analysis requests.
Included in the foreword section of this report are summaries of historical data atAutomated Data Collection Stations, Ferry Systems, and Toll Bridges for the years 1987through 1996. Also included on the back inside cover of this report is a copy of the 1996Washington State Traffic Flow Map.
TR ansportation I nformation and P lanning S upport System T R I P SThe state functional class of the highway is listed at each location. Functional classes areas follows:
Each State Route is uniquely identified through the use of a Related Roadway Type andQualifier. Related Roadway Types are as follows:
1 = Principal Arterial 3 = Collector2 = Minor Arterial 5 = Interstate
Blank = Main line CO = CoupletAR = Alternate Route SP = Spur
RL = Reversible Lane
Related Roadway Qualifiers further describe Related Roadway Types. For example:155SP0MAK describes a spur in Omak on State Route 155. Related Roadway Types arelisted at the end of the State Route.
During 1996, the Automated Data Collection sites listed on pages II and III were countingtraffic on a continuous basis. The approximate locations of these recorders are shown onthe maps on pages IV and V. Data collected at these locations are used in the developmentof AADTs from the mechanical counts of 48 or 72 hour duration and in the calculation ofseasonal traffic variations. Some of the locations are new. Where data is available for allof 1996, the locations are listed in the section Conversion Factors to AWD to AADT Ruraland Urban.
Traffic volumes on mainline State Routes having couplets are identifid by a “C” printedunder the column heading ‘COUPLET’. The couplet traffic volumes are reported at theend of the State Route, by Related Roadway Type and Qualifier. In most cases, the trafficvolumes are directional rather than combined. Couplet sketches are included in the back ofthe report.
An asterisk placed beside a traffic volume designates an actual traffic count factored to anAADT. All other volumes shown in this report are estimates based on traffic counts madein prior years and factored to an AADT using patterns from the Automated Data CollectionStations. Blanks in the traffic volume portion indicate no available traffic volume data.
The leg identification for traffic volume data is found in the locations description. Atintersections the leg is defined as before or after, based on the increasing direction of
Inquiries relating to traffic should be directed to the Transportation Data Office, area code(360) 753-6234.
mileposting. This publication reflects the state highway system as it existed as ofDecember 1996.
Disability Statement
Truck PercentagesPersons with disabilities may request this information be prepared and supplied in alternateforms by calling collect (360) 664-9009, Seattle area (206) 587-5500 (TDD of V), oroutside Seattle 1-800-833-6388 (TDD or V) .
The percentage of trucks in the traffic stream is of major importance for design purposes.Truck percentage data in this report is based on 48 or 72 hour mechanical classificationcounts at specific locations throughout the state. This data reflects only the percentage oftrucks during those periods and should not be construed as an annual truck percentagefor that location. Truck percentages are separated into three types single, double, andtriple units. Single units consist of two and three axle trucks and buses. Double unitsconsist of truck with a trailer. Triple units consist of truck with trailer combinations.Truck percentage data in this report should be used only as an indication of yearly trends.
James P. TooheyAssistant SecretaryPlanning and Programming Service Center
CONTENTS
PAGE
I State Highway System Index
AUTOMATED DATA COLLECTION
II Station Locations and Descriptions IV & V ADC Location Maps VI Annual Average Daily Traffic Volumes - Rural Stations - 1987 - 1996 XIII Annual Average Daily Traffic Volumes - Urban Stations - 1987 - 1996 XVII Conversion Factors - AWD to AADT - Rural Stations - 1996 XXI Conversion Factors - AWD to AADT - Urban Stations - 1996
FERRY SYSTEMS AND TOLL CROSSINGS
XXIII Ferry Systems Operated in Washington State - 1987 - 1996 Toll Crossings of the Columbia River - 1987 - 1996
XXIV State Route Annual Vehicle Miles Summary by County - 1996
1 Annual Average Daily Traffic Volumes
145 Couplet Sketches
- STATE HIGHWAY SYSTEM INDEX
=========================================================================================================== STATE STATE STATE STATE STATE ROUTE PAGE ROUTE PAGE ROUTE PAGE ROUTE PAGE ROUTE PAGE ===========================================================================================================
002 .......... 1 099 .......... 57 162 .......... 82 281 .......... 99 518 .......... 126 002COBROWNE .. 7 099COVIADCT .. 61 163 .......... 83 281SPBURKE ... 100 519 .......... 126 002CODIVISN .. 8 100 .......... 61 164 .......... 83 282 .......... 100 520 .......... 126 002COEVRETT .. 8 100SPCANBY .. 61 165 .......... 84 283 .......... 100 522 .......... 127 003 .......... 8 101 .......... 61 166 .......... 84 285 .......... 100 523 .......... 128 004 .......... 10 101COABERDN .. 69 167 .......... 84 285COWENTCH .. 101 524 .......... 128 004COKELSO ... 11 101COPRTANG .. 69 167COPUYALP .. 85 290 .......... 101 524SP3RDAVE .. 129 005 .......... 11 101SPSKINVL .. 69 169 .......... 85 290SPHAMLTN .. 102 525 .......... 130 005RL005EXP .. 16 102 .......... 69 170 .......... 86 291 .......... 102 526 .......... 131 006 .......... 16 103 .......... 69 171 .......... 87 292 .......... 103 527 .......... 131 007 .......... 17 104 .......... 70 172 .......... 87 300 .......... 103 528 .......... 132 008 .......... 18 104COKNGSTN .. 72 173 .......... 87 302 .......... 103 529 .......... 133 009 .......... 19 105 ...........72 174 .......... 88 302SPPURDY ... 104 529SPEVERET .. 133 009SPSUMAS ... 21 105SPBOONE ... 72 174SPCRWNPT .. 88 303 .......... 104 530 .......... 133 010 .......... 21 105SPWESTPT .. 72 181 .......... 88 304 .......... 104 531 .......... 134 011 .......... 21 106 .......... 73 182 .......... 88 305 .......... 105 532 .......... 135 012 ....... .. 22 107 .......... 73 193 .......... 89 307 .......... 106 534 .......... 135 012COABERDN .. 27 108 .......... 73 194 .......... 89 308 .......... 106 536 .......... 136 014 .......... 27 109 .......... 73 195 .......... 89 310 .......... 106 538 .......... 136 014SPMARYHL .. 29 109COHQUIAM .. 74 195SPGNESSE .. 91 395 .......... 107 539 .......... 137 016 .......... 29 109SPLNNGR ... 74 197 .......... 91 397 .......... 109 542 .......... 137 016SPGORST ... 30 110 .......... 74 202 .......... 91 401 .......... 109 542COMTBAKR .. 138 017 .......... 30 112 .......... 74 202COREDMND .. 92 405 .......... 110 543 .......... 138 018 .......... 32 113 .......... 75 203 .......... 92 409 .......... 111 544 .......... 138 019 .......... 33 115 .......... 75 204 .......... 93 410 .......... 111 546 .......... 139 020 .......... 33 116 .......... 75 205 .......... 94 411 .......... 112 547 .......... 139 020SPANACRT .. 37 117 .......... 75 206 .......... 94 411SPKELSO ... 113 548 .......... 139 020SPWALNUT .. 38 119 .......... 75 207 .......... 94 432 .......... 113 599 .......... 140 021 .......... 38 121 .......... 75 211 .......... 94 433 .......... 114 702 .......... 140 022 .......... 39 122 .......... 75 215 .......... 94 500 .......... 114 705 .......... 140 023 .......... 40 123 .......... 76 221 .......... 95 501 .......... 115 706 .......... 140 024 .......... 40 124 .......... 76 223 .......... 95 502 .......... 115 730 .......... 140 025 .......... 41 125 .......... 76 224 .......... 95 503 .......... 116 730SPWALULA .. 141 026 .......... 42 125SP125SP ... 77 225 .......... 95 503SPCOUGAR .. 117 821 .......... 141 026SPCOLFAX .. 43 127 .......... 77 231 .......... 95 504 .......... 117 823 .......... 141 027 .......... 43 128 .......... 77 240 .......... 96 505 .......... 118 900 .......... 141 028 .......... 44 129 .......... 78 241 .......... 96 506 .......... 118 900C02NDST ... 142 028COWENTCH .. 47 129SP6THST ... 78 243 .......... 96 507 .......... 118 902 .......... 143 031 .......... 47 131 .......... 78 260 .......... 97 507COPEARL ... 120 903 .......... 143 082 .......... 47 141 .......... 78 261 .......... 97 508 .......... 120 903SPCLEELM .. 143 090 .......... 48 141SPUNDRWD .. 79 262 .......... 97 509 .......... 120 904 .......... 143 090RL090EXP .. 51 142 .......... 79 263 .......... 98 509AR......... 122 906 .......... 143 092 .......... 52 150 .......... 79 270 .......... 98 509CO11THST .. 122 906SPHYAK .... 143 096 .......... 52 153 .......... 80 270COPULLMN .. 98 510 .......... 122 908 .......... 144 097 .......... 53 155 .......... 80 271 .......... 99 512 .......... 123 908COREDMND .. 144 097AR ........ 57 155SPOMAK .... 80 272 .......... 99 513 .......... 123 970 .......... 144 097COMARYHL .. 57 160 .......... 80 274 .......... 99 515 .......... 124 971 .......... 144 097SPORONDO .. 57 161 .......... 81 278 .......... 99 516 .......... 124
I
AUTOMATED DATA COLLECTION STATION LOCATIONS AND DESCRIPTIONS RECORDER RURAL STATIONS RECORDER RURAL STATIONS NUMBER NUMBER B01 SR 5 MP 44.40 N/O OSTRANDER ROAD - KELSO R045 SR 5 MP 20.71 S/O SR 503 I/C - WOODLAND B02 SR 12 MP 12.30 W/O BRADY LOOP ROAD WYE CONN-BRADY R047 SR 2 MP 104.67 W/O SR 97 - NEAR PESHASTIN B03 SR 395 MP 27.20 S/O VINEYARD DRIVE - PASCO R047 SR 97 MP 178.19 S/O SR 2 - PESHASTIN B04 SR 90 MP 82.70 W/O W FIRST STREET - CLE ELUM R047 SR 2 MP 104.87 E/O SR 97 - NEAR PESHASTIN P01 SR 2 MP 113.10 W/O RED APPLE ROAD - CASHMERE R048 SR 82 MP 24.83 NE/O SR 821 I/C - SELAH P03 SR 97 MP 66.30 S/O FRONTAGE ROAD - WAPATO R054 SR 101 MP 104.55 S/O HENSEL ROAD - HUMPTULIPS P04 SR 5 MP 261.00 N/O SLATER ROAD - FERNDALE R055 SR 90 MP 180.33 E/O SR 17 - MOSES LAKE P05 SR 12 MP 376.98 W/O TUCANNON RIVER BRIDGE - DAYTON R057 SR 970 MP 6.43 E/O TEANAWAY RIVER BRDGE - TEANAWAY P08 SR 82 MP 48.50 W/O SR 22 - ZILLAH R058 SR 2 MP 80.20 E/O NASON RIDGE RD - COLES CORNER P09 SR 82 MP 121.20 W/O COFFIN ROAD - PLYMOUTH * R059 SR 97ARMP 201.40 S/O ROCKY REACH DAM RD-ROCKY REACH P10 SR 90 MP 218.83 W/O SR 395 I/C - RITZVILLE R061 SR 395 MP 38.21 N/O BLANTON RD/ELTOPIA RD - ELTOPIA P11 SR 97 MP 250.35 N/O COUNTY ROAD #1525 - PATEROS R063 SR 395 MP 190.29 S/O SR 292 - LOON LAKE P13 SR 195 MP 6.01 S/O BAUER ROAD 9440 - COLTON R064 SR 2 MP 250.50 W/O HARMES ROAD - DAVENPORT P14 SR 195 MP 22.20 S/O SR 270 - PULLMAN R065 SR 195 MP 65.73 S/O COUNTY ROAD - ROSALIA P15 SR 195 MP 87.70 N/O WASHINGTON ROAD - SPOKANE R066 SR 26 MP 43.06 E/O SR 17 - OTHELLO EAST P17 SR 221 MP 13.10 S/O SELLARDS ROAD - PROSSER R067 SR 12 MP 389.71 W/O SR 127 - DODGE P18 SR 101 MP 324.80 S/O EAGLE CREEK BRIDGE - HOODSPORT R068 SR 97 MP 293.33 N/O COPPLE ROAD - OMAK P21 SR 9 MP 28.75 N/O HIGHLAND DRIVE - ARLINGTON R069 SR 101 MP 254.80 AT WEIGH STATION - E/O PORT ANGELES P22 SR 97 MP 335.30 S/O OLD HIGHWAY ROAD - OROVILLE R070 SR 395 MP 237.57 E/O SR 25 - KETTLE FALLS P23 SR 97 MP 286.16 S/O SR 20 - OKANOGAN R073 SR 101 MP 203.93 E/O SR 113/BURNT MOUNTAIN RD-SAPPHO P24 SR 90 MP 298.40 W/O IDAHO ROAD I/C - STATE LINE R074 SR 101 MP 28.95 N/O SR 4 - JOHNSON’S LANDING P25 SR 21 MP 91.55 N/O PRINCE STREET - WILBUR R075 SR 12 MP 77.16 E/O KENNEDY ROAD - SALKUM P26 SR 395 MP 260.00 N/O COUNTY ROAD - ORIENT R076 SR 14 MP 100.64 W/O SR 14 SPMARYHL (SPUR)-MARYHILL P27 SR 25 MP 97.00 N/O BOSSBURG ROAD - NORTHPORT R077 SR 14 MP 102.37 W/O MARYHILL RD - MARYHILL EAST P28 SR 2 MP 301.40 S/O NORWOOD ROAD - CHATTAROY R078 SR 4 MP 52.32 E/O FALL CREEK ROAD - STELLA R001 SR 5 MP 207.76 N/O LAKE GOODWIN RD - MARYSVILLE R080 SR 82 MP 55.08 SE/O DIVISION ROAD I/C - ZILLAH R003 SR 101 MP 361.37 N/O SR 8 - OLYMPIA R083 SR 9 MP 32.96 N/O 269TH PLACE NE - ARLINGTON R003 SR 101 MP 361.70 E/O SR 8 - OLYMPIA R084 SR 97 MP 220.55 N/O BRAYS ROAD - ORONDO R003 SR 8 MP 20.67 W/O SR 101 OXING - OLYMPIA R085 SR 104 MP 13.92 W-END OF HOOD CANAL BRIDGE R006 SR 90 MP 85.06 W/O SR 970 I/C - CLE ELUM R086 SR 82 MP 132.03 S/O SR 14 I/C - PLYMOUTH R008 SR 12 MP 307.90 E/O SR 730 SPWALULA (SPUR)-WALLULA S200 SR 2 MP 179.10 E/O J SE - COULEE CITY R014 SR 90 MP 254.50 NE/O FISHTRAP ROAD I/C S612 SR 24 MP 43.50 AT COLUMBIA RIVER BRIDGE - VERNITA R019 SR 5 MP 86.32 S/O SR 12 I/C - GRAND MOUND S706 SR 20 MP 20.02 E/O RHODODENDRON PK DR - COUPEVILLE R020 SR 17 MP 30.37 S/O LEE ROAD - OTHELLO S803 SR 5 MP 269.41 S/O BIRCH BAY/LYNDEN ROAD - CUSTER R023 SR 101 MP 281.81 S/O OLD GARDINER RD-DISCOVERY BAY S818 SR 12 MP 184.58 S/O SR 410 - NACHES R037 SR 20 MP 191.90 W/O RADER ROAD - WINTHROP S818 SR 410 MP 115.95 W/O SR 12 - NW/O NACHES R038 SR 2 MP 50.12 E/O NE OLD CASCADE HWY - SKYKOMISH S819 SR 411 MP 7.97 S/O SANDY BEND ROAD - LEXINGTON R039 SR 90 MP 33.56 W/O EDGEWICK ROAD I/C - NORTH BEND S820 SR 20 MP 304.72 W/O FAIRGROUNDS ROAD - REPUBLIC R040 SR 123 MP 3.88 N/O SR 12 - PACKWOOD S826 SR 90 MP 23.54 E/O 82ND STREET I/C - PRESTON R040 SR 12 MP 135.10 E/O TIMBERLINE DRIVE - PACKWOOD S838 SR 18 MP 27.50 S/O SR 90 - ECHO GLEN R041 SR 97 MP 15.17 N/O TALLMAN ROAD - GOLDENDALE S840 SR 504 MP 18.98 E/O 1900 ROAD PVT - KID VALLEY R042 SR 90 MP 136.76 AT COLUMBIA RIVER BRIDGE - VANTAGE S841 SR 401 MP 0.01 NE/O SR 101 - MEGLER R043 SR 105 MP 31.95 AT ELK RIVER BRIDGE - WESTPORT S841 SR 101 MP 0.46 S/O SR 401 - MEGLER
* SR 97 ALTERNATE ROUTE
II
AUTOMATED DATA COLLECTION STATION LOCATIONS AND DESCRIPTIONS RECORDER URBAN STATIONS NUMBER D1 SR 405 MP 9.15 AT 112TH AVENUE SE UXING -NEWPORT HILLS D10 SR 520 MP 4.08 AT 76TH AVENUE NE UXING - TOLL PLAZA D11 SR 16 MP 1.10 E/O UNION AVE OXING - FIRCREST D12 SR 18 MP 12.55 AT 180TH AVENUE SE UXING - KENT D13 SR 518 MP 0.35 E/O SR 509 I/C - BURIEN D14 SR 509 MP 26.37 N/O SR 518 I/C - BURIEN D3 SR 512 MP 1.53 W/O SR 7 I/C - PARKLAND P06 SR 14 MP 11.90 E/O ALPINE ROAD - CAMAS P07 SR 14 MP 17.70 E/O 32ND STREET - WASHOUGAL P19 SR 522 MP 13.30 W/O SR 9 I/C - WOODINVILLE P20 SR 18 MP 5.26 E/O SR 164 I/C - AUBURN P29 SR 82 MP 34.02 N/O SR 24 - YAKIMA P3 SR 5 MP 176.72 AT NE 185TH STREET UXING - SEATTLE P4 SR 5 MP 106.70 AT BOULEVARD ROAD UXING - OLYMPIA P5 SR 5 MP 1.98 S/O SR 500/39TH ST - VANCOUVER + P6 SR 167 MP 23.70 N/O S 212TH STREET I/C - RENTON R021 SR 2 MP 289.79 N/O WALTON AVENUE - SPOKANE R034 SR 5 MP 131.18 AT 48TH STREET UXING - TACOMA R036 SR 90 MP 285.00 W/O 3RD AVE - SPOKANE R044 SR 16 MP 8.43 NW/O TACOMA NARROWS BRIDGE - TACOMA R050 SR 3 MP 44.33 N/O NEWBERRY HILL - SILVERDALE R051 SR 205 MP 29.09 N/O MILL PLAIN ROAD I/C - VANCOUVER R052 SR 2 MP .26 E/O SR 5 I/C - EVERETT R053 SR 2 MP 119.76 E/O SR 97AR (OLDS BR) - WENATCHEE R060 SR 5 MP 111.01 W/O SR 510 I/C - LACEY R062 SR 240 MP 37.53 NW/O OLD SR 12 - RICHLAND R081 SR 182 MP 6.34 AT COLUMBIA RIVER BRIDGE - PASCO R082 SR 5 MP 193.29 S/O PACIFIC AVENUE I/C - EVERETT S103 SR 285 MP 0.21 AT COLUMBIA RIVER BRIDGE - WENATCHEE S503 SR 433 MP 0.70 AT COLUMBIA RIVER BRIDGE - LONGVIEW S809 SR 5 MP 148.07 S/O SR 516 I/C - MIDWAY S824 SR 405 MP 28.99 N/O DAMSON ROAD I/C - BOTHELL S825 SR 90 MP 14.65 W/O SR 900 I/C - ISSAQUAH S837 SR 5 MP 136.80 S/O SR 99 I/C - FIFE S839 SR 599 MP 1.40 E/O SR 99 I/C - TUKWILA
+ REPLACEMENT OF P12
III
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES RURAL STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
B01 BOTHWAYS 37617 40154 /A 44085 NORTHBOUND 18627 19663 21582 SOUTHBOUND 19039 20664 22228
B02 BRADY- LEG 17021 17465 18352 18281 EASTBOUND 8557 8784 9257 9215 WESTBOUND 8464 8681 9095 9066
B03 BOTHWAYS 8029 8334 9005 9527 9882 NORTHBOUND 4046 3972 4459 4779 4943 SOUTHBOUND 3983 3956 4450 4748 4939
B04 BOTHWAYS 20213 21065 22482 /A /A EASTBOUND 10153 10660 11606 WESTBOUND 10061 10405 11549
P01 BOTHWAYS 17036 16871 18546 17853 EASTBOUND 8464 8379 9240 8932 WESTBOUND 8572 8493 9306 8921
P03 BOTHWAYS 9366 9192 9381 9494 NORTHBOUND 4704 4595 4723 4791 SOUTHBOUND 4663 4521 4658 4713
P04 BOTHWAYS 35461 36297 36536 37137 NORTHBOUND 17628 18007 18128 18335 SOUTHBOUND 17833 18291 18493 18802
P05 BOTHWAYS 2130 2169 2312 2366 2161 EASTBOUND 1094 1143 1171 1179 1064 WESTBOUND 1035 1083 1192 1190 1096
P08 BOTHWAYS 17485 18452 19313 18802 EASTBOUND 9106 9476 9681 9437 WESTBOUND 8656 9228 9632 9343
P09 BOTHWAYS 10532 11196 11503 11366 EASTBOUND 5806 5909 5807 5764 WESTBOUND 5352 5622 5696 5602
P10 BOTHWAYS 7520 7807 8229 8502 8276 EASTBOUND 3716 3883 4072 4221 4106 WESTBOUND 3804 3948 4162 4285 4170
P11 BOTHWAYS 3276 3519 3844 3834 NORTHBOUND 1704 1759 1921 1918 SOUTHBOUND 1706 1761 1923 1916
/A NOT AVAILABLE VI
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES RURAL STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
P13 BOTHWAYS 3866 4198 4369 4281 NORTHBOUND 1894 2056 2143 2095 SOUTHBOUND 1972 2142 2227 2186
P14 BOTHWAYS 2325 2477 2601 2595 NORTHBOUND 1168 1249 1305 1297 SOUTHBOUND 1156 1228 1296 1295
P15 BOTHWAYS 7189 7698 8000 /A NORTHBOUND 3605 3853 4024 SOUTHBOUND 3584 3805 3978
P17 BOTHWAYS 1127 1270 1351 1314 NORTHBOUND 569 656 698 690 SOUTHBOUND 538 615 654 624
P18 BOTHWAYS 2313 2369 2350 2405 NORTHBOUND 1081 1164 1176 1202 SOUTHBOUND 1142 1206 1174 1203
P21 BOTHWAYS 5680 5989 6323 6303 NORTHBOUND 2915 3088 3312 3261 SOUTHBOUND 2765 2897 3012 3043
P22 BOTHWAYS 3211 2779 2686 2775 NORTHBOUND 1621 1391 1329 1370 SOUTHBOUND 1590 1388 1357 1404
P23 BOTHWAYS 3241 3267 3562 3686 NORTHBOUND 1601 1626 1773 1837 SOUTHBOUND 1640 1641 1789 1850
P24 BOTHWAYS 33215 37366 38025 EASTBOUND 16690 18760 19024 WESTBOUND 16525 18606 19000
P25 BOTHWAYS 355 365 397 386 NORTHBOUND 171 176 192 186 SOUTHBOUND 184 187 205 200
P26 BOTHWAYS 737 680 710 725 NORTHBOUND 372 343 356 362 SOUTHBOUND 366 337 354 362
P27 BOTHWAYS 465 480 445 /A NORTHBOUND 238 239 227 SOUTHBOUND 228 242 223
/A NOT AVAILABLE VII
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES RURAL STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
P28 BOTHWAYS 14519 15073 15439 15445 EASTBOUND 7262 7444 7716 7715 WESTBOUND 7258 7470 7723 7730
R001 BOTHWAYS 43278 46165 49401 51517 54592 57002 58548 /A /A 62420 NORTHBOUND 21588 23267 24787 25867 27345 28692 29511 31612 SOUTHBOUND 21690 22898 24614 25650 27247 28309 29037 30695
R003 MUD BAY-NORTH LEG 16243 16896 17786 18645 19948 21400 22581 23530 24304 25254 NORTHBOUND 8187 8526 8980 9408 10049 10799 11425 12331 12787 SOUTHBOUND 8056 8370 8806 9238 9900 10601 11157 11978 12435
R003 MUD BAY-EAST LEG 27639 28901 30230 31299 33355 35419 36800 38317 39104 40036 EASTBOUND 13791 14412 15057 15588 16590 17653 18310 19442 19889 WESTBOUND 13848 14489 15173 15711 16764 17767 18530 19663 20147
R003 MUD BAY-WEST LEG 11398 12005 12443 12627 13405 14020 14254 14770 14800 14815 EASTBOUND 5736 6042 6250 6351 6691 7052 7173 7468 7454 WESTBOUND 5662 5963 6193 6276 6714 6968 7105 7332 7360
R006 BOTHWAYS 14454 15169 15788 16179 17241 18121 18404 19205 20016 /A EASTBOUND 7156 7518 7820 8023 8552 9006 9158 9570 9984 WESTBOUND 7298 7651 7968 8155 8688 9115 9246 9630 10032
R008 BOTHWAYS 4258 4315 4393 4436 4619 4885 /A /A 5348 5145 EASTBOUND 2104 2130 2169 2191 2277 2416 2665 2562 WESTBOUND 2154 2185 2224 2245 2342 2469 2689 2583
R014 BOTHWAYS 9578 10012 10588 10891 11446 11949 12343 12262 /A 12677 NORTHEAST BND 4753 4957 5238 5385 5661 5984 6222 6232 SOUTHWEST BND 4825 5055 5350 5506 5785 5965 6101 6445
R019 BOTHWAYS 34933 37338 38770 40035 42651 44688 46361 48364 49505 49214 NORTHBOUND 17557 18774 19476 20112 21402 22345 23418 25300 24908 SOUTHBOUND 17376 18564 19293 19923 21249 22343 22943 24234 24303
R020 BOTHWAYS 3221 3332 3432 3645 3703 3949 /A 4425 /A /A NORTHBOUND 1599 1652 1706 1809 1839 1954 SOUTHBOUND 1622 1680 1726 1836 1863 1995
R023 BOTHWAYS 7327 7742 8018 8217 8882 9266 9260 9574 9969 9753 NORTHEAST BND 3657 3864 4001 4105 4437 4628 4633 4974 4897 SOUTHWEST BND 3670 3878 4017 4113 4445 4638 4627 5003 4873
R037 BOTHWAYS 1135 1050 1084 1172 /A /A /A /A 1381 1341 EASTBOUND 576 532 547 595 702 682 WESTBOUND 559 518 537 576 681 659
/A NOT AVAILABLE VIII
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES RURAL STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
R038 BOTHWAYS 4139 4512 4206 4259 4526 4626 4720 4743 4558 4651 EASTBOUND 2034 2226 2086 2116 2255 2312 2352 2260 2316 WESTBOUND 2105 2286 2120 2143 2271 2314 2368 2298 2333
R039 BOTHWAYS 19878 21033 21769 /A 23559 24954 25933 26669 28218 27900 EASTBOUND 9962 10520 10896 11791 12472 14133 13977 WESTBOUND 9916 10513 10873 11768 12482 14085 13908
R040 PACKWOOD-NORTH LEG 893 730 883 859 /A /A /A 844 /A * NORTHBOUND 447 362 434 415 403 SOUTHBOUND 446 368 449 444 441
R040 PACKWOOD-WEST LEG 1828 1813 1749 1744 1864 2053 /A 2029 /M /A EASTBOUND 909 906 869 869 922 1016 WESTBOUND 919 907 880 875 942 1036
R041 BOTHWAYS 3364 3299 3348 3414 3500 3799 3903 4025 4020 3834 NORTHBOUND 1663 1639 1661 1698 1744 1894 1935 2009 2001 1902 SOUTHBOUND 1701 1660 1687 1716 1756 1904 1967 2016 2015 1932
R042 BOTHWAYS 9039 9581 10099 10482 11110 11543 11683 12344 12502 11906 EASTBOUND 4472 4737 4998 5193 5506 5728 5806 6197 5904 WESTBOUND 4567 4844 5101 5289 5604 5815 5877 6290 6002
R043 BOTHWAYS 4060 4207 4387 4329 4485 4690 /A 5110 5359 5322 EASTBOUND 2040 2114 2201 2173 2247 2346 2684 2667 WESTBOUND 2020 2093 2186 2155 2237 2344 2678 2658
R045 BOTHWAYS /M 41354 43731 45184 46307 49010 50708 /A NORTHBOUND 20836 22033 22747 24788 25848 SOUTHBOUND 20518 21698 22437 24302 25014
R047 PESHASTIN-EAST LEG 10420 10752 11051 11235 11887 12293 /A 12795 13400 13025 EASTBOUND 5224 5395 5551 5650 5973 6186 6736 6538 WESTBOUND 5196 5357 5500 5586 5914 6107 6678 6487
R047 PESHASTIN-SOUTH LEG 3541 3599 3746 3844 4070 4259 /A /A 4513 4141 NORTHBOUND 1802 1833 1906 1953 2071 2169 2274 2077 SOUTHBOUND 1739 1766 1840 1890 1999 2089 2252 2064
R047 PESHASTIN-WEST LEG 7848 8198 8493 8654 9214 9442 9704 9840 10336 10054 EASTBOUND 3937 4101 4248 4330 4612 4727 4922 5160 5076 WESTBOUND 3911 4097 4245 4324 4602 4714 4917 5176 5024
R048 BOTHWAYS 9302 9791 10368 10603 11268 11756 12159 12792 13250 13047 NORTHBOUND 4715 4950 5227 5343 5672 5922 6106 6664 6563 SOUTHBOUND 4587 4841 5141 5260 5596 5834 6053 6587 6477
* BASED ON NUMBER OF DAYS PASS OPEN /A NOT AVAILABLE IX /M ADC LOCATION MOVED
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES RURAL STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
R054 BOTHWAYS 2957 /A /A 2682 2733 2815 2697 2605 2714 /A NORTHBOUND 1489 1358 1377 1417 1358 1308 1369 SOUTHBOUND 1468 1324 1356 1398 1339 1297 1347
R055 BOTHWAYS 6456 7076 7469 7894 8389 8563 8506 8948 8841 8835 EASTBOUND 3164 3467 3652 3858 4101 4200 4205 4297 4294 WESTBOUND 3292 3609 3817 4036 4288 4363 4336 4544 4535
R057 BOTHWAYS 2591 2641 2757 2890 3046 3225 /A /A 3385 /A EASTBOUND 1379 1328 1382 1448 1528 1616 1707 WESTBOUND 1212 1313 1375 1443 1518 1609 1677
R058 BOTHWAYS 3306 3423 3412 3381 3750 3796 3900 /A /M 3637 EASTBOUND 1636 1699 1698 1686 1870 1908 1806 WESTBOUND 1670 1724 1714 1695 1880 1889 1831
R061 BOTHWAYS 5698 5960 6042 6334 6656 7153 7558 7678 7762 /A NORTHBOUND 2822 2969 3010 3203 3330 3668 4072 SOUTHBOUND 2876 2991 3032 3132 3326 3486 3672
R063 BOTHWAYS 5523 5704 5832 6114 6553 6958 /A /A /A /A NORTHBOUND 2769 2874 2938 3076 3299 3508 SOUTHBOUND 2754 2830 2894 3038 3254 3450
R064 BOTHWAYS 2175 2187 2268 2338 2486 2544 /A /A 2661 2527 EASTBOUND 1086 1097 1137 1177 1252 1280 1338 1271 WESTBOUND 1089 1090 1131 1161 1233 1263 1326 1253
R065 BOTHWAYS 4019 4091 4068 4155 /A 4567 /A /A 4972 /A NORTHBOUND 2016 2053 2042 2083 2282 2477 SOUTHBOUND 2003 2038 2026 2072 2285 2495
R066 BOTHWAYS 1566 1593 1621 1657 1666 1683 1791 /A /M 1782 EASTBOUND 778 791 807 826 824 842 887 WESTBOUND 788 802 814 831 842 841 895
R067 BOTHWAYS 1848 1821 1824 1858 1935 2023 2078 2145 2211 2019 EASTBOUND 922 909 915 935 970 1018 1044 1082 1115 1017 WESTBOUND 926 912 909 923 965 1005 1034 1063 1095 1002
R068 BOTHWAYS 3823 4044 4306 4413 4505 4696 5162 /A /A /A NORTHBOUND 1881 1988 2116 2170 2212 2307 2539 SOUTHBOUND 1942 2056 2190 2243 2293 2389 2623
R069 BOTHWAYS /A 14935 15483 16165 17257 17964 18728 19419 20049 20048 EASTBOUND 7442 7714 8057 8614 8966 10010 10015 WESTBOUND 7493 7769 8108 8643 8998 10038 10033
/M ADC LOCATION MOVED /A NOT AVAILABLE X
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES RURAL STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
R073 BOTHWAYS 2939 3060 3006 3485 3100 2852 2698 2724 2771 2784 EASTBOUND 1477 1541 1531 1753 1563 1433 1358 1383 1386 WESTBOUND 1462 1519 1475 1732 1537 1419 1366 1387 1398
R074 BOTHWAYS 1905 2009 2065 2065 2186 2326 2319 2381 2371 2417 NORTHBOUND 965 1014 1054 1057 1118 1169 1193 1221 SOUTHBOUND 940 995 1011 1008 1068 1157 1174 1194
R075 BOTHWAYS 4881 5002 4974 4971 5150 5505 5597 5765 5953 5834 EASTBOUND 2454 2499 2487 2496 2593 2786 2827 2999 2946 WESTBOUND 2427 2503 2487 2475 2557 2719 2770 2952 2897
R076 BOTHWAYS 1245 1231 1291 1359 1389 1430 /A /A 1546 1547 EASTBOUND 614 609 639 679 694 710 762 759 WESTBOUND 631 622 652 680 695 720 785 788
R077 BOTHWAYS 1003 1253 1293 1404 1468 1553 /A /A 1833 1801 EASTBOUND 496 620 639 697 729 770 880 863 WESTBOUND 507 633 654 707 739 783 955 937
R078 BOTHWAYS 4230 4117 3653 3994 4472 4485 4631 4759 4792 EASTBOUND 2093 2045 1805 1982 2216 2214 2286 2351 2381 WESTBOUND 2137 2072 1848 2012 2256 2273 2346 2412 2404
R080 BOTHWAYS 10468 11386 11930 12622 13154 14215 14867 /A 15930 /A SOUTHEAST BND 5240 5705 5981 6331 6602 7157 8008 NORTHWEST BND 5228 5681 5949 6290 6552 7058 7909
R083 BOTHWAYS 1086 1094 1124 1185 1308 1481 1461 1492 1489 1487 NORTHBOUND 536 541 555 586 643 725 739 732 SOUTHBOUND 550 553 569 599 665 756 751 755
R084 BOTHWAYS 2170 2171 2502 2776 2887 3357 3587 /A /A /A NORTHBOUND 1026 1037 1215 1364 1425 1668 SOUTHBOUND 1144 1134 1287 1412 1463 1689
R085 BOTHWAYS 9375 9983 10675 11424 12269 13072 13327 13828 14268 14145 EASTBOUND 4683 4987 5327 5705 6123 6521 6321 6944 7196 7094 WESTBOUND 4692 4996 5348 5719 6145 6551 6885 7072 7065
R086 BOTHWAYS 7943 8561 9234 9708 10198 10867 11337 12165 12770 12661 NORTHBOUND 3920 4247 4509 4778 5019 5361 5595 6349 6292 SOUTHBOUND 4023 4314 4725 4929 5180 5506 5708 6405 6360
S200 BOTHWAYS 676 665 692 636 EASTBOUND 334 340 313 WESTBOUND 342 352 323
/A NOT AVAILABLE XI
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES RURAL STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
S612 BOTHWAYS 2536 2568 2601 2678 2770 2894 3022 3319 3296 3117 NORTHBOUND 1354 1367 1408 1462 1518 1592 1735 1638 SOUTHBOUND 1214 1234 1270 1308 1376 1429 1569 1482
S706 BOTHWAYS 4137 4545 4868 5165 5508 5732 /A 6337 6745 6923 EASTBOUND 2122 2326 2470 2623 2802 2945 3212 3401 3492 WESTBOUND 2015 2219 2398 2541 2706 2787 3124 3344 3431
S803 BOTHWAYS 15837 17927 19864 21637 22925 23805 23565 23511 /A 24218 NORTHBOUND 7901 8945 9910 10740 11411 11848 11734 12089 SOUTHBOUND 7936 8982 9954 10896 11514 11956 11831 12140
S818 NACHES JUNCTION-SOUTH LEG 2068 1990 2038 2038 2166 2268 /A /A 2243 /A NORTHBOUND 1034 994 1017 1019 1085 1132 1091 SOUTHBOUND 1034 996 1021 1019 1081 1136 1150
S819 BOTHWAYS 3342 3417 3410 3344 3495 3679 3890 4140 4021 /A NORTHBOUND 1695 1728 1732 1702 1765 1857 1946 2044 SOUTHBOUND 1647 1689 1678 1642 1729 1822 1944 1978
S820 BOTHWAYS 2220 2104 2533 2467 2519 2660 2675 2883 2799 2763 EASTBOUND 1129 1069 1272 1244 1281 1351 1361 1464 1432 1414 WESTBOUND 1090 1035 1261 1224 1238 1308 1315 1419 1367 1350
S826 BOTHWAYS 27595 29369 30688 31071 32967 34030 /A EASTBOUND 13635 14694 15263 15418 17040 WESTBOUND 13960 14675 15425 15737 17091
S838 BOTHWAYS 10632 /A 11628 11860 /A NORTHBOUND 5291 5889 SOUTHBOUND 5341 5971
S840 BOTHWAYS 1336 /A /A 1144 EASTBOUND 667 571 WESTBOUND 669 573
S841 MEGLER BRIDGE NORTHEAST LEG /A 2194 2175 NORTHEAST BND 1081 1073 SOUTHWEST BND 1113 1103
S841 MEGLER BRIDGE SOUTH LEG /A 5989 6384 NORTHBOUND 2972 3150 SOUTHBOUND 3017 3194
S841 MEGLER BRIDGE NORTHWEST LEG 5071 SOUTHEAST BND 2483 NORTHWEST BND 2581
/A NOT AVAILABLE XII
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES URBAN STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
D1 BOTHWAYS 113971 112561 116096 122641 122297 NORTHBOUND 58913 57086 58727 62113 61523 SOUTHBOUND 55459 55508 57369 60618 60823
D10 BOTHWAYS 99356 96505 96705 99551 98611 EASTBOUND 49565 43546 47756 49264 48737 WESTBOUND 49791 49136 49001 50241 49834
D11 BOTHWAYS 85402 89460 91051 91715 EASTBOUND 43859 46052 46835 47189 WESTBOUND 41543 43408 44216 44334
D12 BOTHWAYS 16030 16014 16982 17303 17570 EASTBOUND 8002 7919 8495 8627 8726 WESTBOUND 8028 7891 8487 8677 8794
D13 BOTHWAYS 48140 48885 51693 52138 EASTBOUND 23809 24220 25508 25722 WESTBOUND 23682 24665 26184 26417
D14 BOTHWAYS 46694 46093 47026 49010 NORTHBOUND 22934 22795 23739 24175 SOUTHBOUND 23492 23300 23732 24835
D3 BOTHWAYS 67501 71356 71210 72772 EASTBOUND 33523 34910 34857 35547 WESTBOUND 34011 36477 36353 37225
P06 BOTHWAYS 23334 25586 26676 27508 EASTBOUND 11363 12456 13021 13438 WESTBOUND 12082 13130 13655 14071
P07 BOTHWAYS 4861 5035 5441 5615 6014 EASTBOUND 2315 2375 2583 2682 2892 WESTBOUND 2546 2607 2858 2932 3122
P1 BOTHWAYS 149329 NORTHBOUND 73843 SOUTHBOUND 75104
P19 BOTHWAYS 30392 31186 32468 33379 33802 EASTBOUND 14896 15139 15806 16254 16375 WESTBOUND 15496 15867 16662 17125 17428
P20 BOTHWAYS 33587 35204 35655 37028 EASTBOUND 16801 17615 17720 18293 WESTBOUND 16786 17589 18003 18735
XIII
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES URBAN STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
P29 BOTHWAYS 33989 36301 37259 36207 EASTBOUND 17089 18186 18658 18018 WESTBOUND 16900 18115 18600 18184
P3 BOTHWAYS 160844 164008 165861 165608 168767 NORTHBOUND 80612 82206 82250 81596 83970 SOUTHBOUND 80293 82432 83873 84067 84824
P4 BOTHWAYS 109700 114496 116848 118777 NORTHBOUND 55302 57241 58281 59445 SOUTHBOUND 55233 57239 58353 59325
P5 BOTHWAYS 99778 102648 105071 NORTHBOUND 49051 50182 51409 SOUTHBOUND 50541 52482 53661
P6 BOTHWAYS 94856 NORTHBOUND 47182 SOUTHBOUND 47429
R017 REVERSIBLE LANES 12552 I-90
R017 E/O RAINIER AVE S I/C 113831 EASTBOUND 54632 WESTBOUND 59191
R021 BOTHWAYS /A 31126 31811 31025 30977 31852 32867 33271 /A /A NORTHBOUND 16202 16519 16025 15969 16400 16831 17193 SOUTHBOUND 14924 15292 15000 15008 15452 16036 16093
R034 BOTHWAYS 133394 138957 145230 150372 157798 164692 163673 163664 166834 166736 NORTHBOUND 67141 69905 72910 75450 79161 82298 81345 81555 82971 82792 SOUTHBOUND 66253 69052 72320 74922 78638 82394 82365 82707 83673 83863
R036 BOTHWAYS 66005 66899 70168 72775 76510 81242 83214 84622 /M 90039 EASTBOUND 32925 33632 35083 36355 38260 40598 41633 45221 WESTBOUND 33080 33267 35085 36420 38250 40644 41433 44835
R044 BOTHWAYS 57735 60988 63800 66573 70112 74342 75337 75731 78945 78935 SOUTHEAST BND 28551 30175 31570 32928 34639 36780 39497 39519 NORTHWEST BND 29184 30813 32230 33645 35472 37562 39413 39454
R050 BOTHWAYS 19606 20841 22763 24955 27043 28771 29370 30363 31950 32386 NORTHBOUND 9763 10428 11436 12559 13672 14591 14841 15297 16081 16247 SOUTHBOUND 9843 10413 11327 12396 13371 14180 14529 15066 15794 16142
/M ADC LOCATION MOVED /A NOT AVAILABLE XIV
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES URBAN STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
R051 BOTHWAYS 48636 52564 59241 62561 64849 67671 70887 76360 80468 86253 NORTHBOUND 24620 26524 29929 31462 32682 34096 40657 43458 SOUTHBOUND 24016 26040 29312 31100 32167 33575 39816 42732
R052 BOTHWAYS 44698 46687 48831 49700 52617 53938 54288 56306 54625 58281 EASTBOUND 22098 23069 24149 24470 26032 26652 26813 27812 27734 28593 WESTBOUND 22600 23618 24682 25230 26585 27286 27590 28522 26903 29698
R053 BOTHWAYS 10587 10798 11474 12236 13041 13308 14743 15438 16552 16865 EASTBOUND 5354 5460 5822 6208 6652 6812 7548 8511 8670 WESTBOUND 5233 5338 5652 6028 6389 6495 7195 8060 8192
R059 BOTHWAYS 4764 4856 4853 4859 /A 5193 5323 6093 6332 6224 NORTHBOUND 2431 2467 2449 2454 2605 2678 3060 3166 3127 SOUTHBOUND 2333 2389 2404 2405 2587 2645 3033 3166 3097
R060 BOTHWAYS 59600 63430 66817 69310 /A /A 81624 83956 85832 /A EASTBOUND 29289 31210 33250 34567 40206 42265 WESTBOUND 30311 32220 33567 34743 41379 43670
R062 BOTHWAYS 33555 32567 33928 36806 38619 40894 43014 46924 46896 45609 SOUTHEAST BND 16668 16223 16906 18368 19270 20399 23504 22966 NORTHWEST BND 16887 16344 17022 18438 19349 20496 23388 22643
R081 BOTHWAYS 15036 14859 15090 16194 17118 18342 19629 21654 23085 24451 EASTBOUND 7573 7460 7587 8144 8589 9226 9843 10822 11692 12333 WESTBOUND 7463 7399 7503 8050 8529 9116 9787 10841 11418 12168
R082 BOTHWAYS 99652 107116 114811 /A 121119 126065 131857 135191 134823 139434 NORTHBOUND 49132 52789 56496 59876 62333 68482 70494 SOUTHBOUND 50520 54327 58315 61243 63733 66737 68987
S103 BOTHWAYS 38705 39320 39135 40755 41285 43154 42714 43840 44204 43801 EASTBOUND 19217 19562 19492 20387 20566 21442 21210 21760 21921 21708 WESTBOUND 19488 19758 19643 20368 20720 21712 21499 22080 22288 22093
S203 BOTHWAYS 125635 EASTBOUND 62502 WESTBOUND 63149
S204 BOTHWAYS 179585 NORTHBOUND 90925 SOUTHBOUND 88589
S503 BOTHWAYS 15715 16868 17294 17480 18291 17624 17871 18583 19328 19752 NORTHBOUND 7965 8560 8769 8848 9246 8927 9804 10023 SOUTHBOUND 7750 8308 8525 8632 9045 8697 9524 9729
/A NOT AVAILABLE XV
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M AUTOMATED DATA COLLECTION RECORDERS ANNUAL AVERAGE DAILY TRAFFIC VOLUMES URBAN STATIONS
RECORDER NUMBER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 AADT AADT AADT AADT AADT AADT AADT AADT AADT AADT
S809 BOTHWAYS 130559 136246 141765 146523 153210 158794 159553 162736 168062 /A NORTHBOUND 65528 67781 70167 72369 75603 78891 79173 84367 SOUTHBOUND 65032 68465 71598 74154 77608 79903 80584 83448
S817 BOTHWAYS 162800 NORTHBOUND 81109 SOUTHBOUND 81660
S824 BOTHWAYS 73322 76633 80288 82776 83454 /A 83862 NORTHBOUND 36319 38004 39741 40998 41391 41967 SOUTHBOUND 37003 38629 40547 41778 42150 42164
S825 BOTHWAYS 66660 71535 75003 78006 81691 87472 89091 EASTBOUND 33143 35747 37101 38639 40670 43507 44139 WESTBOUND 33518 35789 37901 39367 41021 44030 44849
S837 BOTHWAYS 133750 137511 143409 149864 151189 154182 155467 155974 NORTHBOUND 67247 69127 71998 74964 77664 77279 76524 SOUTHBOUND 66503 68385 71411 74899 76518 77924 79432
S839 BOTHWAYS 32982 32679 30018 31063 EASTBOUND 15803 15875 14893 15166 WESTBOUND 17178 16804 15099 15885
/A NOT AVAILABLE XVI
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION AUTOMATED DATA COLLECTION RECORDERS - RURAL STATIONS CONVERSION FACTORS: AVERAGE WEEKDAY (AWD) TO ANNUAL AVERAGE DAILY TRAFFIC (AADT) - 1996
MONTH AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR
B01 B02 `` B03 P01 P03 P04 P05
JANUARY 34672 1.27 14842 1.23 7369 1.34 14263 1.25 8437 1.13 31965 1.16 1341 1.61 FEBRUARY 37042 1.19 15769 1.16 8090 1.22 13912 1.28 12545 .76 34000 1.09 1332 1.62 MARCH 40346 1.09 17225 1.06 9140 1.08 16349 1.09 9793 .97 37166 1.00 1926 1.12 APRIL 39596 1.11 17386 1.05 9895 1.00 18065 .99 10016 .95 37137 1.00 2003 1.08 MAY 40494 1.09 17530 1.04 10018 .99 18896 .94 10366 .92 37086 1.00 2030 1.06 JUNE 44733 .99 18494 .99 10743 .92 20113 .89 10284 .92 38892 .95 2362 .91 JULY 45570 .97 20418 .90 11257 .88 21130 .84 10380 .91 40645 .91 2545 .85 AUGUST 47749 .92 21810 .84 12040 .82 21706 .82 10449 .91 42768 .87 2562 .84 SEPTEMBER 43650 1.01 18776 .97 10832 .91 20819 .86 10420 .91 38068 .98 2289 .94 OCTOBER 40219 1.10 17573 1.04 10257 .96 18124 .99 9690 .98 36394 1.02 2040 1.06 NOVEMBER 40435 1.09 15645 1.17 8791 1.12 15085 1.18 8792 1.08 31994 1.16 1810 1.19 DECEMBER 38758 1.14 15842 1.15 7628 1.30 13057 1.37 7583 1.25 29566 1.26 1450 1.49
AADT 44085 18281 9882 17853 9494 37137 216 1
P08 P09 P10 P11 P13 P14 P17
JANUARY 15955 1.18 8215 1.38 4665 1.77 2513 1.53 3366 1.27 1932 1.34 1128 1.16 FEBRUARY 12436 1.51 9057 1.25 4702 1.76 2726 1.41 4005 1.07 2306 1.13 1391 .94 MARCH 18854 1.00 10624 1.07 5964 1.39 3148 1.22 4320 .99 2536 1.02 1443 .91 APRIL 19698 .95 11230 1.01 7199 1.15 3587 1.07 4614 .93 2665 .97 1408 .93 MAY 19906 .94 10892 1.04 7629 1.08 3818 1.00 4611 .93 2692 .96 1355 .97 JUNE 21384 .88 12306 .92 9092 .91 4140 .93 4710 .91 2902 .89 1429 .92 JULY 21422 .88 13271 .86 9939 .83 4678 .82 4767 .90 2982 .87 1593 .82 AUGUST 21811 .86 12269 .93 10490 .79 4696 .82 4935 .87 2940 .88 1736 .76 SEPTEMBER 21805 .86 11484 .99 8544 .97 4398 .87 4754 .90 2754 .94 1852 .71 OCTOBER 21085 .89 11296 1.01 6964 1.19 4313 .89 4614 .93 2649 .98 1631 .81 NOVEMBER 17346 1.08 10135 1.12 5762 1.44 3364 1.14 3924 1.09 2206 1.18 1156 1.14 DECEMBER 14586 1.29 8354 1.36 4563 1.81 2411 1.59 3498 1.22 2038 1.27 1132 1.16
AADT 18802 11366 8276 3834 4281 2595 131 4
P18 P21 P22 P23 P24 P25 P26
JANUARY 1544 1.56 5905 1.07 1915 1.45 3111 1.18 30566 1.24 299 1.29 544 1.33 FEBRUARY 1349 1.78 6369 .99 2090 1.33 3373 1.09 32516 1.17 287 1.34 582 1.25 MARCH 1953 1.23 6709 .94 2389 1.16 3481 1.06 34750 1.09 338 1.14 664 1.09 APRIL 2174 1.11 6557 .96 2728 1.02 3763 .98 37458 1.02 362 1.07 687 1.06 MAY 2448 .98 6563 .96 2789 .99 3905 .94 39227 .97 368 1.05 666 1.09 JUNE 2611 .92 6907 .91 3154 .88 4023 .92 43521 .87 475 .81 735 .99 JULY 3144 .76 7086 .89 3640 .76 4125 .89 46796 .81 481 .80 892 .81 AUGUST 3221 .75 7335 .86 3722 .75 4302 .86 47147 .81 461 .84 896 .81 SEPTEMBER 2584 .93 7012 .90 3027 .92 4125 .89 41550 .92 469 .82 773 .94 OCTOBER 2097 1.15 7098 .89 2667 1.04 4135 .89 38839 .98 450 .86 777 .93 NOVEMBER 1745 1.38 5973 1.06 2079 1.33 3324 1.11 35709 1.06 391 .99 660 1.10 DECEMBER 1146 2.10 5764 1.09 2018 1.38 3178 1.16 31588 1.20 365 1.06 617 1.18
AADT 2405 6303 2775 3686 38025 386 72 5
XVII
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION AUTOMATED DATA COLLECTION RECORDERS - RURAL STATIONS CONVERSION FACTORS: AVERAGE WEEKDAY (AWD) TO ANNUAL AVERAGE DAILY TRAFFIC (AADT) - 1996
MONTH AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR
P28 P30 R001 R003 N R003 E R003 W R008
JANUARY 12873 1.20 3837 51766 1.21 23809 1.06 35195 1.14 11386 1.30 4079 1.26 FEBRUARY 13489 1.15 4098 55152 1.13 24687 1.02 37221 1.08 12534 1.18 4039 1.27 MARCH 14064 1.10 4345 57755 1.08 25925 .97 39483 1.01 13559 1.09 5067 1.02 APRIL 15521 1.00 4730 61516 1.01 26102 .97 39753 1.01 13651 1.09 5211 .99 MAY 16269 .95 5025 60757 1.03 26754 .94 40360 .99 13606 1.09 5200 .99 JUNE 17525 .88 5341 64410 .97 27570 .92 42154 .95 14584 1.02 5615 .92 JULY 18473 .84 5538 68416 .91 27949 .90 44191 .91 16242 .91 5951 .86 AUGUST 18522 .83 5472 72488 .86 28440 .89 45540 .88 17100 .87 6085 .85 SEPTEMBER 17237 .90 5336 63751 .98 27556 .92 42220 .95 14664 1.01 5507 .93 OCTOBER 16708 .92 4802 .99 60237 1.04 27407 .92 41198 .97 13792 1.07 5189 .99 NOVEMBER 14811 1.04 4916 55133 1.13 24952 1.01 37404 1.07 12453 1.19 4556 1.13 DECEMBER 13158 1.17 4024 56235 1.11 23522 1.07 35496 1.13 11974 1.24 4041 1.27
AADT 15445 62420 25254 40036 14815 5145
R014 R019 R023 R037 R038 R039 R041
JANUARY 8171 1.55 40325 1.22 7422 1.31 522 2.57 3025 1.54 16116 1.73 2767 1.39 FEBRUARY 8357 1.52 41312 1.19 7361 1.32 529 2.53 3085 1.51 15527 1.80 2476 1.55 MARCH 10135 1.25 46592 1.06 8412 1.16 509 2.63 2582 1.80 19439 1.44 3496 1.10 APRIL 11376 1.11 46282 1.06 8762 1.11 655 2.05 2587 1.80 21130 1.32 3793 1.01 MAY 12156 1.04 45678 1.08 9001 1.08 1395 .96 2665 1.75 23510 1.19 3860 .99 JUNE 13874 .91 50042 .98 10365 .94 1704 .79 3302 1.41 26922 1.04 4120 .93 JULY 15927 .80 52638 .93 11572 .84 2240 .60 4339 1.07 30403 .92 4512 .85 AUGUST 16107 .79 54782 .90 12452 .78 2250 .60 4644 1.00 30150 .93 4451 .86 SEPTEMBER 13321 .95 49045 1.00 10344 .94 1788 .75 3656 1.27 24853 1.12 4205 .91 OCTOBER 11306 1.12 45245 1.09 8614 1.13 1364 .98 3124 1.49 21328 1.31 3889 .99 NOVEMBER 9725 1.30 46368 1.06 7320 1.33 555 2.42 2455 1.89 17251 1.62 3027 1.27 DECEMBER 7870 1.61 41390 1.19 7174 1.36 514 2.61 3357 1.39 16257 1.72 2584 1.48
AADT 12677 49214 9753 1341 4651 27900 3834
R042 R043 R047 E R047 S R047 W R048 R055
JANUARY 6309 1.89 4441 1.20 8876 1.47 2220 1.87 7115 1.41 8592 1.52 5083 1.74 FEBRUARY 7085 1.68 4613 1.15 8357 1.56 1010 4.10 7524 1.34 9626 1.36 5623 1.57 MARCH 8131 1.46 5386 .99 10640 1.22 2882 1.44 8162 1.23 11305 1.15 6876 1.28 APRIL 9008 1.32 5248 1.01 12356 1.05 3703 1.12 9425 1.07 12599 1.04 7884 1.12 MAY 9700 1.23 5127 1.04 13410 .97 4124 1.00 10215 .98 13320 .98 8514 1.04 JUNE 11794 1.01 5267 1.01 14416 .90 4694 .88 11078 .91 14629 .89 9516 .93 JULY 14571 .82 5904 .90 15805 .82 5190 .80 12231 .82 14664 .89 10712 .82 AUGUST 14494 .82 6426 .83 16159 .81 5228 .79 12430 .81 14702 .89 10977 .80 SEPTEMBER 11370 1.05 5788 .92 14910 .87 4566 .91 11585 .87 13820 .94 8856 1.00 OCTOBER 9799 1.22 5347 1.00 13383 .97 4061 1.02 10405 .97 12915 1.01 7551 1.17 NOVEMBER 8122 1.47 4783 1.11 9937 1.31 2560 1.62 7799 1.29 9616 1.36 6285 1.41 DECEMBER 6209 1.92 4641 1.15 8510 1.53 2141 1.93 6878 1.46 8523 1.53 5235 1.69
AADT 11906 5322 13025 4141 10054 13047 8835
XVIII
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION AUTOMATED DATA COLLECTION RECORDERS - RURAL STATIONS CONVERSION FACTORS: AVERAGE WEEKDAY (AWD) TO ANNUAL AVERAGE DAILY TRAFFIC (AADT) - 1996
MONTH AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR
R058 R064 R066 R067 R069 R073 R074
JANUARY 1332 2.73 1671 1.51 992 1.80 1192 1.69 17759 1.13 2088 1.33 1261 1.92 FEBRUARY 1783 2.04 1932 1.31 1090 1.63 1217 1.66 18815 1.07 2158 1.29 1554 1.56 MARCH 1828 1.99 2095 1.21 1414 1.26 1752 1.15 20149 .99 2472 1.13 1831 1.32 APRIL 2205 1.65 2443 1.03 1500 1.19 1869 1.08 20463 .98 2466 1.13 2059 1.17 MAY 2481 1.47 2543 .99 1625 1.10 1967 1.03 21119 .95 2565 1.09 2044 1.18 JUNE 3064 1.19 2920 .87 1655 1.08 2202 .92 22296 .90 3032 .92 2426 1.00 JULY 4027 .90 3186 .79 1830 .97 2417 .84 23239 .86 3720 .75 3167 .76 AUGUST 4232 .86 3285 .77 2108 .85 2345 .86 24264 .83 4072 .68 3499 .69 SEPTEMBER 3248 1.12 2792 .91 1741 1.02 2122 .95 22612 .89 3600 .77 2704 .89 OCTOBER 2655 1.37 2447 1.03 1686 1.06 1867 1.08 21010 .95 2870 .97 1986 1.22 NOVEMBER 1991 1.83 1879 1.34 1381 1.29 1660 1.22 17945 1.12 2466 1.13 1636 1.48 DECEMBER 1403 2.59 1683 1.50 1124 1.59 1225 1.65 18331 1.09 2265 1.23 1363 1.77
AADT 3637 2527 1782 2019 20048 2784 2417
R075 R076 R077 R078 R083 R085 R086
JANUARY 4777 1.22 993 1.56 1513 1.19 4119 1.16 1013 1.47 10295 1.37 9139 1.39 FEBRUARY 4940 1.18 1040 1.49 1754 1.03 3894 1.23 1180 1.26 11094 1.28 10217 1.24 MARCH 5447 1.07 1408 1.10 1837 .98 4229 1.13 1351 1.10 12484 1.13 11941 1.06 APRIL 5593 1.04 1517 1.02 1910 .94 4255 1.13 1415 1.05 12849 1.10 12730 .99 MAY 5806 1.00 1669 .93 1973 .91 4467 1.07 1429 1.04 13352 1.06 12608 1.00 JUNE 6473 .90 1881 .82 2128 .85 5369 .89 1476 1.01 14568 .97 13725 .92 JULY 7380 .79 1978 .78 2226 .81 5556 .86 1722 .86 15928 .89 14612 .87 AUGUST 7377 .79 2022 .77 2464 .73 5643 .85 1723 .86 16883 .84 15051 .84 SEPTEMBER 6474 .90 1950 .79 2265 .80 5390 .89 1476 1.01 14460 .98 14064 .90 OCTOBER 5837 1.00 1640 .94 2157 .83 5007 .96 1355 1.10 13030 1.09 13727 .92 NOVEMBER 5217 1.12 1183 1.31 1648 1.09 4585 1.05 1069 1.39 11548 1.22 12139 1.04 DECEMBER 4750 1.23 1038 1.49 1528 1.18 4415 1.09 1101 1.35 11842 1.19 9318 1.36
AADT 5834 1547 1801 4792 1487 14145 12661
S200 S612 S706 S803 S820 S840 S841 NE
JANUARY 249 2.55 2065 1.51 6349 1.09 18309 1.32 2386 1.16 299 3.83 1494 1.46 FEBRUARY 300 2.12 2155 1.45 6716 1.03 20187 1.20 2522 1.10 256 4.47 1594 1.36 MARCH 386 1.65 2609 1.19 7083 .98 21887 1.11 2628 1.05 410 2.79 1842 1.18 APRIL 518 1.23 2993 1.04 7172 .97 22445 1.08 2918 .95 565 2.02 1892 1.15 MAY 600 1.06 3084 1.01 7349 .94 22820 1.06 3144 .88 770 1.49 1976 1.10 JUNE 744 .85 3379 .92 7818 .89 24449 .99 3393 .81 1702 .67 2288 .95 JULY 920 .69 3537 .88 8177 .85 26633 .91 3434 .80 2015 .57 2729 .80 AUGUST 986 .65 3536 .88 8573 .81 28641 .85 3595 .77 2248 .51 2923 .74 SEPTEMBER 729 .87 3605 .86 7830 .88 24643 .98 3343 .83 1391 .82 2472 .88 OCTOBER 548 1.16 3314 .94 7447 .93 22040 1.10 3121 .89 778 1.47 1976 1.10 NOVEMBER 312 2.04 2356 1.32 6331 1.09 19357 1.25 2479 1.11 390 2.93 1671 1.30 DECEMBER 213 2.99 1952 1.60 6301 1.10 18137 1.34 2395 1.15 283 4.04 1507 1.44
AADT 636 3117 6923 24218 2763 1144 2175
XIX
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION AUTOMATED DATA COLLECTION RECORDERS - RURAL STATIONS CONVERSION FACTORS: AVERAGE WEEKDAY (AWD) TO ANNUAL AVERAGE DAILY TRAFFIC (AADT) - 1996
MONTH AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR
S841 S S841 NW S901 S902
JANUARY 4359 1.46 3516 1.44 14764 1.66 10235 2.01 FEBRUARY 4445 1.44 3481 1.46 12870 1.90 8764 2.34 MARCH 5077 1.26 3995 1.27 16626 1.47 13686 1.50 APRIL 5722 1.12 4270 1.19 17326 1.41 15654 1.31 MAY 5998 1.06 4773 1.06 18868 1.30 17161 1.20 JUNE 6608 .97 5266 .96 21828 1.12 19756 1.04 JULY 7901 .81 6154 .82 24408 1.00 22970 .89 AUGUST 8343 .77 6798 .75 25394 .96 22883 .90 SEPTEMBER 6931 .92 5571 .91 21535 1.14 19507 1.05 OCTOBER 5725 1.12 4463 1.14 19031 1.29 17715 1.16 NOVEMBER 4766 1.34 3727 1.36 15504 1.58 14874 1.38 DECEMBER 4296 1.49 3505 1.45 13986 1.75 13542 1.52
AADT 6384 5071 24493 20541
XX
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION AUTOMATED DATA COLLECTION RECORDERS - URBAN STATIONS CONVERSION FACTORS: AVERAGE WEEKDAY (AWD) TO ANNUAL AVERAGE DAILY TRAFFIC (AADT) - 1996
MONTH AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR
D1 D10 D11 D12 D13 D14 D3
JANUARY 127793 .96 107148 .92 86480 1.06 13795 1.27 51526 1.01 49825 .98 71798 1.01 FEBRUARY 130282 .94 110110 .90 89563 1.02 14579 1.21 53285 .98 52323 .94 76173 .96 MARCH 133433 .92 113998 .87 94830 .97 16037 1.10 54752 .95 53369 .92 77688 .94 APRIL 132497 .92 113085 .87 93153 .98 16611 1.06 54818 .95 53828 .91 77593 .94 MAY 133363 .92 113644 .87 96983 .95 17271 1.02 56352 .93 55079 .89 78671 .93 JUNE 136400 .90 113229 .87 100418 .91 17573 1.00 58067 .90 56819 .86 80668 .90 JULY 132028 .93 106341 .93 99937 .92 19474 .90 56529 .92 55302 .89 79168 .92 AUGUST 140504 .87 111515 .88 99860 .92 20011 .88 58433 .89 57118 .86 80902 .90 SEPTEMBER 134950 .91 110175 .90 95426 .96 18385 .96 56565 .92 56358 .87 82115 .89 OCTOBER 130614 .94 111221 .89 93099 .99 17944 .98 55047 .95 55325 .89 77944 .93 NOVEMBER 125065 .98 96654 1.02 90799 1.01 15348 1.14 49129 1.06 49080 1.00 74569 .98 DECEMBER 121792 1.00 97511 1.01 90559 1.01 14444 1.22 52229 1.00 50263 .98 75888 .96
AADT 122297 98611 91715 17570 52138 49010 72772
P06 P07 P1 P20 P29 P3 P4
JANUARY 27494 1.00 4587 1.31 143687 1.04 32876 1.13 30594 1.18 162166 1.04 112006 1.06 FEBRUARY 28209 .98 4912 1.22 137337 1.09 33502 1.11 32202 1.12 168692 1.00 116221 1.02 MARCH 29551 .93 5581 1.08 154808 .96 36008 1.03 36711 .99 175451 .96 122122 .97 APRIL 29297 .94 5664 1.06 156873 .95 36983 1.00 37570 .96 181788 .93 122342 .97 MAY 29658 .93 5959 1.01 156970 .95 38595 .96 38249 .95 180211 .94 124260 .96 JUNE 30908 .89 6651 .90 165185 .90 40110 .92 40194 .90 184894 .91 130980 .91 JULY 30100 .91 6611 .91 164790 .91 40913 .91 41515 .87 181946 .93 133915 .89 AUGUST 31048 .89 6861 .88 174063 .86 41161 .90 42522 .85 192662 .88 136968 .87 SEPTEMBER 31154 .88 6584 .91 162445 .92 39061 .95 41639 .87 183127 .92 127408 .93 OCTOBER 29793 .92 6162 .98 154945 .96 38134 .97 40995 .88 179475 .94 122700 .97 NOVEMBER 27861 .99 5428 1.11 148427 1.01 35379 1.05 31648 1.14 160925 1.05 104755 1.13 DECEMBER 27792 .99 5036 1.19 156949 .95 36904 1.00 30188 1.20 165556 1.02 110663 1.07
AADT 27508 6014 149329 37028 36207 168767 118777
P5 P6 R017 E R034 R036 R044 R050
JANUARY 105496 1.00 98619 .96 118768 .96 160633 1.04 87920 1.02 76009 1.04 32718 .99 FEBRUARY 107850 .97 100344 .95 123838 .92 168014 .99 94411 .95 79198 1.00 33198 .98 MARCH 115443 .91 103047 .92 127205 .89 175358 .95 95585 .94 82648 .96 34271 .94 APRIL 111418 .94 101471 .93 127134 .90 174407 .96 102171 .88 82155 .96 34257 .95 MAY 113168 .93 102338 .93 127774 .89 177682 .94 105149 .86 83904 .94 35292 .92 JUNE 116228 .90 105106 .90 133128 .86 184879 .90 107537 .84 86511 .91 36216 .89 JULY 114637 .92 101962 .93 130968 .87 184955 .90 109403 .82 87565 .90 36291 .89 AUGUST 116851 .90 106526 .89 136362 .83 187004 .89 110406 .82 88937 .89 36716 .88 SEPTEMBER 115074 .91 105665 .90 134240 .85 178515 .93 103403 .87 85518 .92 36140 .90 OCTOBER 113028 .93 101705 .93 134331 .85 172101 .97 94700 .95 82705 .95 35117 .92 NOVEMBER 106888 .98 99465 .95 126775 .90 156808 1.06 86854 1.04 73817 1.07 31499 1.03 DECEMBER 102024 1.03 99997 .95 110389 1.03 157201 1.06 84753 1.06 74400 1.06 31589 1.03
AADT 105071 94856 113831 166736 90039 78935 32386
XXI
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION AUTOMATED DATA COLLECTION RECORDERS - URBAN STATIONS CONVERSION FACTORS: AVERAGE WEEKDAY (AWD) TO ANNUAL AVERAGE DAILY TRAFFIC (AADT) - 1996
MONTH AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR AWD FACTOR
R051 R052 R053 R059 R062 R081 R082
JANUARY 79400 1.09 58579 .99 13695 1.23 4838 1.29 45668 1.00 23210 1.05 129967 1.07 FEBRUARY 84459 1.02 60256 .97 14485 1.16 4800 1.30 48881 .93 24032 1.02 134474 1.04 MARCH 88793 .97 62965 .93 16375 1.03 5342 1.17 50552 .90 25810 .95 142511 .98 APRIL 88453 .98 63436 .92 17959 .94 6120 1.02 51235 .89 27705 .88 147768 .94 MAY 89531 .96 63876 .91 19375 .87 6379 .98 51580 .88 28560 .86 144351 .97 JUNE 95067 .91 66689 .87 20863 .81 6982 .89 52661 .87 28630 .85 152918 .91 JULY 94475 .91 65520 .89 20422 .83 7954 .78 50587 .90 27944 .88 153412 .91 AUGUST 98794 .87 68027 .86 20292 .83 8025 .78 52475 .87 28076 .87 158118 .88 SEPTEMBER 94699 .91 64763 .90 19930 .85 7267 .86 51733 .88 29083 .84 150375 .93 OCTOBER 91468 .94 62462 .93 19229 .88 6277 .99 51389 .89 27898 .88 145719 .96 NOVEMBER 87350 .99 58849 .99 14758 1.14 4531 1.37 47450 .96 24553 1.00 125162 1.11 DECEMBER 86832 .99 58842 .99 13208 1.28 3918 1.59 44817 1.02 21550 1.13 130908 1.07
AADT 86253 58281 16865 6224 45609 24451 139434
S103 S203 S204 S503 S817 S824 S825
JANUARY 42894 1.02 128644 .98 186920 .96 18132 1.09 159101 1.02 87047 .96 85586 1.04 FEBRUARY 44524 .98 131087 .96 192720 .93 17363 1.14 165462 .98 89859 .93 87161 1.02 MARCH 47433 .92 136104 .92 198594 .90 19400 1.02 170104 .96 92839 .90 92366 .96 APRIL 48524 .90 137322 .91 193954 .93 20092 .98 173253 .94 93187 .90 83910 1.06 MAY 48700 .90 138577 .91 198868 .90 20760 .95 168288 .97 92796 .90 99951 .89 JUNE 48082 .91 144558 .87 206792 .87 21599 .91 172955 .94 92437 .91 101000 .88 JULY 48891 .90 140069 .90 200740 .89 21983 .90 177033 .92 91673 .91 101243 .88 AUGUST 48186 .91 144085 .87 210421 .85 22476 .88 181165 .90 94992 .88 101300 .88 SEPTEMBER 47773 .92 140060 .90 203762 .88 21087 .94 180476 .90 92525 .91 97779 .91 OCTOBER 48429 .90 140007 .90 199429 .90 20236 .98 175396 .93 89749 .93 95820 .93 NOVEMBER 41770 1.05 127424 .99 179894 1.00 18569 1.06 159897 1.02 83996 1.00 87744 1.02 DECEMBER 40295 1.09 118138 1.06 177957 1.01 18916 1.04 164652 .99 85742 .98 76425 1.17
AADT 43801 125635 179585 19752 162800 83862 89091
S837 S839
JANUARY 147014 1.06 35860 .87 FEBRUARY 153565 1.02 39529 .79 MARCH 161338 .97 39138 .79 APRIL 159703 .98 39413 .79 MAY 163422 .95 38898 .80 JUNE 165388 .94 37059 .84 JULY 169206 .92 35643 .87 AUGUST 172662 .90 38773 .80 SEPTEMBER 162932 .96 39644 .78 OCTOBER 158505 .98 38947 .80 NOVEMBER 153204 1.02 33739 .92 DECEMBER 152353 1.02 31384 .99
AADT 155974 31063
XXII
FERRY SYSTEMS OPERATED IN WASHINGTON STATE 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996
AVERAGE DAILY TRAFFIC VOLUMES 1987 - 1996
ANACORTES - SAN JUAN ISLAND FERRY 1424 1668 1434 1492 1652 1734 1894 1925 2015 2007
ANACORTES - SIDNEY FERRY 137 126 131 134 147 139 134 117 122 113
ANDERSON ISLAND FERRY 121 112 113 132 280 300 325 355 412 421
EDMONDS - KINGSTON FERRY 3721 3494 4160 4502 4807 5049 5243 5531 5238 5693
KELLER FERRY 164 183 189 194 197 206 205 218 215 194
LUMMI ISLAND FERRY 224 235 246 265 303 339 330 364 365 341
MUKILTEO - CLINTON FERRY 4458 4617 5046 5173 5440 5697 5886 6037 6284 6363
POINT DEFIANCE - TAHLEQUAH FERRY 775 842 788 910 1025 1073 1169 1203 1239 1265
PORT TOWNSEND - KEYSTONE FERRY 721 777 823 939 1002 1007 1018 1050 973 1066
SEATTLE - BREMERTON FERRY 1643 1636 1794 1749 1818 1829 1858 1970 2068 2077
SEATTLE - BAINBRIDGE ISLAND FERRY 4723 4792 5179 5450 5770 5876 5918 6027 6285 6312
SOUTHWORTH - FAUNTLEROY - VASHON FERRY 3912 4250 4089 4386 4660 4824 4697 4936 5071 4929
TOLL CROSSINGS OF THE COLUMBIA RIVER 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996
CASCADE LOCKS (BRIDGE OF THE GODS) 2099 2206 2300 2400 2550 2450 2700 2750 3000 3020
HOOD RIVER BRIDGE 5400 5800 6150 6500 6300 7000 7300 7500 7500 7300
PUGET ISLAND FERRY 99 119 134 151 306 288 291 298 315 358
XXIII
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M STATE ROUTE ANNUAL VEHICLE MILES 1996 COUNTY, FUNCTIONAL CLASS, AND RURAL/URBAN A.V.M. IN THOUSANDS
PRINCIPAL MINOR COLLECTOR INTERSTATE TOTAL COUNTY MILES A.V.M. MILES A.V.M. MILES A.V.M. MILES A.V.M. MILES A.V.M.
ADAMS R 114.48 119,724.0 .00 .0 86.21 21,407.7 46.65 161,934.5 247.34 303,066.1 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 114.48 119,724.0 .00 .0 86.21 21,407.7 46.65 161,934.5 247.34 303,066.1
ASOTIN R 10.62 8,845.1 38.59 10,123.9 .00 .0 .00 .0 49.21 18,969.0 U 1.57 6,057.9 4.60 9,877.1 .00 .0 .00 .0 6.17 15,935.0 TOTAL 12.19 14,903.0 43.19 20,000.9 .00 .0 .00 .0 55.38 34,904.0
BENTON R .13 255.4 73.70 45,021.5 38.07 30,138.5 58.07 216,169.2 169.97 291,584.6 U 18.77 172,678.8 12.62 21,476.0 5.58 6,336.9 5.20 36,066.5 42.17 236,558.2 TOTAL 18.90 172,934.2 86.32 66,497.5 43.65 36,475.4 63.27 252,235.7 212.14 528,142.8
CHELAN R 85.50 184,293.0 43.03 67,868.0 30.33 33,740.1 .00 .0 158.86 285,901.1 U 9.80 73,747.2 2.06 6,545.2 .00 .0 .00 .0 11.86 80,292.4 TOTAL 95.30 258,040.2 45.09 74,413.2 30.33 33,740.1 .00 .0 170.72 366,193.4
CLALLAM R 81.73 190,199.7 .00 .0 85.09 51,292.7 .00 .0 166.82 241,492.4 U 9.80 57,660.3 1.40 2,935.0 .00 .0 .00 .0 11.20 60,595.3 TOTAL 91.53 247,860.0 1.40 2,935.0 85.09 51,292.7 .00 .0 178.02 302,087.7
CLARK R 13.96 52,997.9 19.73 32,815.0 18.20 19,850.0 9.23 168,410.5 61.12 274,073.5 U 34.73 351,019.1 3.02 1,577.2 2.58 5,204.2 22.12 518,963.6 62.45 876,764.0 TOTAL 48.69 404,017.0 22.75 34,392.2 20.78 25,054.2 31.35 687,374.1 123.57 1,150,837.5
COLUMBIA R 29.02 29,125.8 .00 .0 15.02 2,325.9 .00 .0 44.04 31,451.7 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 29.02 29,125.8 .00 .0 15.02 2,325.9 .00 .0 44.04 31,451.7
COWLITZ R 9.32 13,742.5 26.51 19,547.3 64.17 59,473.4 28.15 463,314.1 128.15 556,077.3 U 14.29 93,259.7 6.36 16,508.6 4.10 15,445.3 8.27 129,918.6 33.02 255,132.1 TOTAL 23.61 107,002.2 32.87 36,055.9 68.27 74,918.6 36.42 593,232.7 161.17 811,209.5
DOUGLAS R 106.89 111,026.5 51.58 13,458.4 47.05 14,732.0 .00 .0 205.52 139,216.9 U 9.50 40,521.4 .00 .0 .00 .0 .00 .0 9.50 40,521.4 TOTAL 116.39 151,547.9 51.58 13,458.4 47.05 14,732.0 .00 .0 215.02 179,738.3
FERRY R 28.65 12,888.9 44.82 17,516.2 82.12 16,908.4 .00 .0 155.59 47,313.5 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 28.65 12,888.9 44.82 17,516.2 82.12 16,908.4 .00 .0 155.59 47,313.5
XXIV
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M STATE ROUTE ANNUAL VEHICLE MILES 1996 COUNTY, FUNCTIONAL CLASS, AND RURAL/URBAN A.V.M. IN THOUSANDS
PRINCIPAL MINOR COLLECTOR INTERSTATE TOTAL COUNTY MILES A.V.M. MILES A.V.M. MILES A.V.M. MILES A.V.M. MILES A.V.M.
FRANKLIN R 49.91 104,196.1 .00 .0 66.87 13,674.4 .00 .0 116.78 117,870.5 U 11.44 55,515.1 .00 .0 .00 .0 9.15 74,016.0 20.59 129,531.1 TOTAL 61.35 159,711.2 .00 .0 66.87 13,674.4 9.15 74,016.0 137.37 247,401.7
GARFIELD R 43.18 31,446.5 .00 .0 .00 .0 .00 .0 43.18 31,446.5 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 43.18 31,446.5 .00 .0 .00 .0 .00 .0 43.18 31,446.5
GRANT R 86.33 104,407.3 156.57 135,840.3 51.04 18,152.0 49.39 183,474.8 343.33 441,874.4 U 7.43 31,028.4 9.34 27,305.9 .00 .0 5.07 22,284.4 21.84 80,618.7 TOTAL 93.76 135,435.7 165.91 163,146.2 51.04 18,152.0 54.46 205,759.3 365.17 522,493.2
GRAYS HARBOR R 113.91 243,993.8 45.16 59,780.7 30.67 25,458.9 .00 .0 189.74 329,233.4 U 20.10 113,271.1 8.22 18,719.2 .00 .0 .00 .0 28.32 131,990.3 TOTAL 134.01 357,264.9 53.38 78,499.9 30.67 25,458.9 .00 .0 218.06 461,223.7
ISLAND R 45.94 135,419.6 .00 .0 2.91 14,248.9 .00 .0 48.85 149,668.5 U 5.00 30,216.5 .00 .0 .00 .0 .00 .0 5.00 30,216.5 TOTAL 50.94 165,636.1 .00 .0 2.91 14,248.9 .00 .0 53.85 179,885.1
JEFFERSON R 99.41 132,212.0 14.16 36,464.7 9.83 9,823.2 .00 .0 123.40 178,499.8 U 4.31 21,829.0 .00 .0 .00 .0 .00 .0 4.31 21,829.0 TOTAL 103.72 154,041.0 14.16 36,464.7 9.83 9,823.2 .00 .0 127.71 200,328.8
KING R 42.34 141,145.7 77.70 210,232.7 .30 236.5 33.01 373,340.9 153.35 724,955.8 U 164.09 2,425,958.6 46.90 298,710.7 .00 .0 95.79 4,304,521.1 306.78 7,029,190.4 TOTAL 206.43 2,567,104.3 124.60 508,943.4 .30 236.5 128.80 4,677,862.1 460.13 7,754,146.2
KITSAP R 43.62 259,054.1 4.92 10,270.0 .00 .0 .00 .0 48.54 269,324.1 U 42.93 503,637.5 7.48 38,404.4 3.42 11,426.3 .00 .0 53.83 553,468.2 TOTAL 86.55 762,691.6 12.40 48,674.4 3.42 11,426.3 .00 .0 102.37 822,792.3
KITTITAS R 40.00 47,381.1 .00 .0 49.72 31,887.4 102.11 661,695.4 191.83 740,963.9 U .26 635.6 .00 .0 .00 .0 2.54 17,589.8 2.80 18,225.4 TOTAL 40.26 48,016.7 .00 .0 49.72 31,887.4 104.65 679,285.2 194.63 759,189.3
KLICKITAT R 71.47 85,673.3 7.17 8,389.3 113.51 54,547.3 .00 .0 192.15 148,609.9 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 71.47 85,673.3 7.17 8,389.3 113.51 54,547.3 .00 .0 192.15 148,609.9
XXV
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M STATE ROUTE ANNUAL VEHICLE MILES 1996 COUNTY, FUNCTIONAL CLASS, AND RURAL/URBAN A.V.M. IN THOUSANDS
PRINCIPAL MINOR COLLECTOR INTERSTATE TOTAL COUNTY MILES A.V.M. MILES A.V.M. MILES A.V.M. MILES A.V.M. MILES A.V.M.
LEWIS R 84.55 130,629.4 49.11 43,976.8 70.53 49,664.6 15.18 205,343.6 219.37 429,614.5 U .00 .0 1.91 5,273.3 6.63 17,969.9 13.20 241,178.2 21.74 264,421.4 TOTAL 84.55 130,629.4 51.02 49,250.2 77.16 67,634.5 28.38 446,521.8 241.11 694,035.9
LINCOLN R 59.07 56,353.6 75.60 31,877.5 141.06 26,918.7 16.18 69,168.4 291.91 184,318.2 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 59.07 56,353.6 75.60 31,877.5 141.06 26,918.7 16.18 69,168.4 291.91 184,318.2
MASON R 60.95 172,567.6 12.79 10,339.7 37.18 32,889.8 .00 .0 110.92 215,797.2 U 8.77 36,498.6 .00 .0 .00 .0 .00 .0 8.77 36,498.6 TOTAL 69.72 209,066.3 12.79 10,339.7 37.18 32,889.8 .00 .0 119.69 252,295.8
OKANOGAN R 89.49 138,355.1 203.40 134,758.0 1.19 1,584.5 .00 .0 294.08 274,697.5 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 89.49 138,355.1 203.40 134,758.0 1.19 1,584.5 .00 .0 294.08 274,697.5
PACIFIC R 87.95 110,313.7 50.85 36,735.5 25.26 28,469.4 .00 .0 164.06 175,518.6 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 87.95 110,313.7 50.85 36,735.5 25.26 28,469.4 .00 .0 164.06 175,518.6
PEND OREILLE R 19.38 33,172.3 95.86 45,904.4 .00 .0 .00 .0 115.24 79,076.7 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 19.38 33,172.3 95.86 45,904.4 .00 .0 .00 .0 115.24 79,076.7
PIERCE R 4.18 84,831.9 133.52 232,141.0 34.25 33,360.8 3.39 109,703.5 175.34 460,037.2 U 64.51 955,658.6 28.88 235,890.9 4.45 21,094.3 22.67 1,054,983.4 120.51 2,267,627.2 TOTAL 68.69 1,040,490.5 162.40 468,031.8 38.70 54,455.1 26.06 1,164,687.0 295.85 2,727,664.3
SAN JUAN R .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL .00 .0 .00 .0 .00 .0 .00 .0 .00 .0
SKAGIT R 15.48 106,014.0 82.13 99,856.6 45.61 56,010.4 18.65 264,957.5 161.87 526,838.5 U 11.72 70,843.2 5.62 27,888.7 4.73 23,803.0 6.33 119,388.3 28.40 241,923.2 TOTAL 27.20 176,857.2 87.75 127,745.3 50.34 79,813.4 24.98 384,345.9 190.27 768,761.7
SKAMANIA R 41.89 59,269.6 .00 .0 .00 .0 .00 .0 41.89 59,269.6 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 41.89 59,269.6 .00 .0 .00 .0 .00 .0 41.89 59,269.6
XXVI
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M STATE ROUTE ANNUAL VEHICLE MILES 1996 COUNTY, FUNCTIONAL CLASS, AND RURAL/URBAN A.V.M. IN THOUSANDS
PRINCIPAL MINOR COLLECTOR INTERSTATE TOTAL COUNTY MILES A.V.M. MILES A.V.M. MILES A.V.M. MILES A.V.M. MILES A.V.M.
SNOHOMISH R 44.82 242,923.9 64.04 180,543.0 35.31 108,860.0 13.93 282,445.0 158.10 814,771.8 U 61.79 570,807.4 27.24 166,029.4 .00 .0 31.26 1,322,341.0 120.29 2,059,177.9 TOTAL 106.61 813,731.4 91.28 346,572.4 35.31 108,860.0 45.19 1,604,786.0 278.39 2,873,949.7
SPOKANE R 68.92 244,022.1 17.53 43,319.0 67.46 54,569.5 23.08 177,224.7 176.99 519,135.4 U 48.26 340,932.6 8.43 22,648.0 .00 .0 21.43 424,830.1 78.12 788,410.8 TOTAL 117.18 584,954.7 25.96 65,967.1 67.46 54,569.5 44.51 602,054.9 255.11 1,307,546.1
STEVENS R 57.90 144,805.7 126.49 44,711.5 58.29 30,977.1 .00 .0 242.68 220,494.3 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 57.90 144,805.7 126.49 44,711.5 58.29 30,977.1 .00 .0 242.68 220,494.3
THURSTON R 23.46 125,602.4 25.73 63,959.5 15.87 13,470.0 16.71 298,923.0 81.77 501,954.9 U 4.82 72,827.3 4.38 16,245.8 .00 .0 12.71 389,369.2 21.91 478,442.3 TOTAL 28.28 198,429.7 30.11 80,205.3 15.87 13,470.0 29.42 688,292.2 103.68 980,397.2
WAHKIAKUM R 36.77 26,762.3 .00 .0 3.84 1,112.7 .00 .0 40.61 27,875.0 U .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 TOTAL 36.77 26,762.3 .00 .0 3.84 1,112.7 .00 .0 40.61 27,875.0
WALLA WALLA R 57.90 120,426.4 51.06 34,210.7 15.57 3,919.9 .00 .0 124.53 158,557.0 U 13.22 43,449.5 2.00 1,341.3 .00 .0 .00 .0 15.22 44,790.8 TOTAL 71.12 163,875.9 53.06 35,552.0 15.57 3,919.9 .00 .0 139.75 203,347.8
WHATCOM R 27.09 100,343.9 49.99 63,304.2 94.26 78,305.6 20.14 206,949.5 191.48 448,903.2 U 1.74 16,990.6 5.39 22,000.5 .00 .0 13.79 204,244.7 20.92 243,235.8 TOTAL 28.83 117,334.5 55.38 85,304.7 94.26 78,305.6 33.93 411,194.2 212.40 692,139.0
WHITMAN R 123.84 160,467.3 .00 .0 145.48 48,126.2 .00 .0 269.32 208,593.5 U 6.86 27,729.1 2.23 6,042.6 .00 .0 .00 .0 9.09 33,771.8 TOTAL 130.70 188,196.4 2.23 6,042.6 145.48 48,126.2 .00 .0 278.41 242,365.2
YAKIMA R 76.67 89,826.8 43.10 83,666.6 105.08 65,021.8 44.91 255,125.5 269.76 493,640.7 U 9.38 55,749.0 5.76 15,692.2 .00 .0 10.55 97,662.4 25.69 169,103.6 TOTAL 86.05 145,575.8 48.86 99,358.8 105.08 65,021.8 55.46 352,787.9 295.45 662,744.3
STATE R 2,096.72 4,154,716.2 1,684.84 1,816,632.1 1,687.35 1,051,158.1 498.78 4,098,180.3 5,967.69 11,120,686.8 U 585.09 6,168,522.2 193.84 961,111.9 31.49 101,279.9 280.08 8,957,357.3 1,090.50 16,188,271.3 TOTAL 2,681.81 10,323,238.4 1,878.68 2,777,744.0 1,718.84 1,152,438.0 778.86 13,055,537.7 7,058.19 27,308,958.1
XXVII
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 002 MAINLINE SR 5/EVERETT TO IDAHO
002 ** 000.04 BEFORE JCT JCT WALNUT ST C 1 11000* 11000 12000
002 000.14 AFTER JCT STATE ST C 1 05 02 07 8400+ 8200 8700
002 000.26 AT ADC LOCATION R052 EB C 1 27000* 28000* 28000* 29000*
002 000.77 AFTER JCT HOME ACRES RD 1 50000* 54000* 53000 56000
002 002.09 BEFORE RAMP SR 204-HEWITT AVE 1 56000* 54000 57000
002 002.75 AFTER RAMP SR 204-HEWITT AVE 1 05 03 01 09 25000* 27000+ 27000 27000
002 003.85 BEFORE JCT OLD SR 2 1 25000* 22000* 22000 22000
002 005.35 AFTER RAMP SR 9 1 16000* 16000 18000*
002 010.08 BEFORE JCT 100TH ST SE 1 05 03 01 09 21000* 22000+ 22000 22000
002 010.08 AFTER JCT 100TH ST SE 1 20000* 21000 21000 21000
002 010.57 AFTER JCT ROOSEVELT RD WYE CONN 1 17000*
002 012.95 BEFORE JCT ROOSEVELT RD*163RD AVE S 1 21000*
002 013.86 BEFORE JCT 179TH AVE SE WYE CONN 1 20000* 20000 21000
002 014.37 BEFORE RAMP SR 522 1 22000* 22000 23000
002 014.57 BEFORE JCT KELSEY ST 1 32000* 32000 34000*
002 014.92 BEFORE JCT CHAIN LAKE RD*SR 203 1 32000* 34000* 34000 34000*
002 014.92 AFTER JCT CHAIN LAKE RD*SR 203 1 24000 26000* 26000* 30000*
002 015.21 BEFORE JCT MAIN ST WYE CONN 1 17000* 19000* 19000 20000
002 015.24 AFTER JCT OLD OWEN RD WYE CONN 1 16000* 19000* 20000 19000*
002 021.57 BEFORE JCT FERN BLUFF*OLD OWEN RDS 1 15000* 16000 17000 17000
002 022.30 AFTER JCT 4TH ST 1 17000* 16000* 18000*
002 022.43 BEFORE JCT 6TH ST 1 17000*
002 022.43 AFTER JCT 6TH ST 1 15000*
002 025.71 BEFORE JCT 363RD AVE SE 1 12000 12000* 13000* 13000
002 025.71 AFTER JCT 363RD AVE SE 1 12000* 13000* 13000
002 026.55 AT WALLACE RIVER BRIDGE 1 13000* 13000 13000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 1
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
002 027.92 BEFORE JCT 1ST ST 1 11000 11000 11000* 12000
002 027.92 AFTER JCT 1ST ST 1 9900* 10000
002 029.48 BEFORE JCT GUNN RD*PICKLEFARM RD 1 7300* 7800 7300* 7400
002 029.48 AFTER JCT GUNN RD*PICKLEFARM RD 1 07 04 01 12 6100* 6500 6900+ 7000
002 034.27 AT ANDERSON CREEK BRIDGE 1 6400* 6600 6700
002 037.52 MT BAKER NATIONAL FOREST 1 07 05 01 13 4900+ 5000 5000 5100
002 041.62 BEFORE JCT NE 191ST ST 1 07 04 01 12 4900+ 5000
002 043.32 BEFORE JCT FOREST SERVICE RD #6028 1 07 05 01 13 4800+ 4900
002 048.70 BEFORE JCT 5TH ST WYE CONN 1 06 06 03 15 4600+ 4600
002 048.72 AFTER JCT 5TH ST WYE CONN 1 07 05 01 13 5100+ 5200
002 050.12 AT ADC LOCATION R038 1 4700* 4700* 4600* 4700*
002 052.08 BEFORE JCT FOREST SERVICE RD #6066 1 4000*
002 056.76 AT DECEPTION CREEK BRIDGE 1 07 06 02 15 4300* 4300 4600+ 4600
002 058.77 AT TYE RIVER BRIDGE 1 4500* 4600 4400 4000*
002 060.32 AT TUNNEL CREEK BRIDGE 1 4500* 4600 4400 4000*
002 064.63 ENTERING CHELAN COUNTY 1 3300 3500 3800* 3700
002 066.24 AFTER JCT YODELIN PLACE 1 3800* 3600
002 072.68 AT NASON CREEK BRIDGE 1 3900* 3700
002 076.03 BEFORE JCT MERRITT LAKE TRAIL 1 07 06 01 14 3900+ 3700
002 078.28 BEFORE JCT WHITE PINE RD 1 3600* 3500
002 078.28 AFTER JCT WHITE PINE RD 1 4100* 3900
002 079.51 AFTER JCT GILL CREEK RD 1 07 06 01 14 3700+ 3900 4000 3900
002 080.20 AT ADC LOCATION R058 1 3600*
002 082.11 AT FORMER ADC LOCATION R058 1 3900* 4100 4200 4100
002 084.74 BEFORE JCT SR 207 WYE CONN 1 07 05 02 14 4200* 4400 4500 3400+
002 084.76 AFTER JCT SR 207 1 07 05 01 13 5100* 5300 5500 4000+
002 086.64 AFTER JCT WINTON RD 1 07 05 01 13 3800+ 3900 3700
002 099.05 BEFORE JCT ICICLE RD 1 5200* 5000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 2
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
002 099.05 AFTER JCT ICICLE RD 1 6700 6800 6700* 6600
002 099.51 BEFORE JCT SKIHILL DR*THIRD ST 1 7000* 7000 7400 7200
002 099.65 BEFORE JCT FRONT ST 1 8700* 8400
002 099.89 BEFORE JCT NINTH ST*EVANS ST 1 9000 9100 10000* 9700
002 099.89 AFTER JCT NINTH ST*EVANS ST 1 10000 11000* 11000* 10000
002 100.29 BEFORE JCT FRONT STREET 1 9600* 11000* 11000 11000
002 100.30 AFTER JCT CHUMSTICK DR WYE CONN 1 12000 12000* 12000 12000
002 100.67 BEFORE JCT RIVER BEND DR 1 11000* 11000 11000
002 100.71 AFTER JCT DUNCAN RD 1 10000* 11000 10000
002 101.68 BEFORE JCT PREY ORCHARDS FARM 1 06 02 08 9400+
002 101.68 AFTER JCT PREY ORCHARDS FARM 1 06 02 08 9200+
002 103.65 BEFORE JCT MAIN ST*PRIVATE ROAD 1 07 03 01 11 8900* 9600+ 10000* 9900
002 103.65 AFTER JCT MAIN ST*PRIVATE ROAD 1 07 03 10 10000* 10600+ 12000* 11000
002 104.67 AT ADC LOCATION R047 WEST 1 9700* 9800* 10000* 10000*
002 104.87 AT ADC LOCATION R047 EAST 1 13000 13000* 13000* 13000*
002 105.16 BEFORE JCT DEADMAN HILL*SAUNDERS RD 1 14000*
002 105.16 AFTER JCT DEADMAN HILL*SAUNDERS RD 1 14000*
002 106.36 BEFORE JCT FRONTAGE RD 1 13000* 12000
002 106.49 BEFORE JCT DRYDEN AVE*JOHNSON RD 1 13000* 13000 12000* 12000
002 106.49 AFTER JCT DRYDEN AVE*JOHNSON RD 1 13000* 13000 13000* 12000
002 110.13 BEFORE JCT HAY CANYON RD*GOODWIN RD 1 14000*
002 111.07 BEFORE JCT DIVISION ST WYE CONN 1 13000 14000 15000 14000*
002 111.96 BEFORE JCT COTTAGE AVE WYE CONN 1 13000* 14000* 15000 15000
002 113.10 AT ADC LOCATION P01 1 17000* 17000* 19000* 18000*
002 113.21 AFTER JCT RED APPLE*OLD MONITOR RD 1 17000* 18000 19000 19000
002 115.10 BEFORE JCT MAIN ST WYE CONN 1 06 04 01 11 17000+ 17000 19000 19000
002 117.28 BEFORE JCT LOWER SUNNYSLOPE RD WYE 1 18000* 19000 19000
002 118.48 BEFORE RAMP SR 2 1 20000* 21000 21000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 3
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
002 118.92 AFTER RAMP SR 2 1 12000* 14000* 15000 15000
002 119.13 BEFORE JCT EASY ST 1 18000* 18000 20000 20000
002 119.23 BEFORE RAMP EUCLID AVE*SR 97AR 1 19000* 21000 21000
002 119.61 AFTER RAMP SR 97AR 1 15000* 15000 17000 17000
002 119.77 AT ADC LOCATION R053 1 15000* 15000* 17000* 17000*
002 120.74 BEFORE JCT SR 28 WYE CONN 1 14000* 15000 16000
002 127.86 AFTER JCT SR 28 WYE CONN 1 6000* 6600* 7200 7100
002 128.43 AFTER JCT COUNTY ROAD 1 08 08 04 20 6200+ 6700 6700
002 132.27 BEFORE JCT ROCKY REACH DAM RD 1 06 05 02 13 5700+ 5700
002 132.27 AFTER JCT ROCKY REACH DAM RD 1 05 06 02 13 5400+ 5400
002 139.85 BEFORE JCT SR 97 1 06 06 02 14 5300* 4800+ 5200 5200
002 139.95 AFTER JCT SR 97 WYE CONN 1 05 02 01 08 2300+ 2300 2400 2200
002 140.27 BEFORE JCT SR 97 SPORONDO 1 05 02 07 1800+ 1900 1700
002 140.31 AFTER JCT SR 97 SPORONDO WYE CONN 1 07 03 10 1800+ 1900 1700
002 147.16 BEFORE JCT Q NW RD 1 06 04 01 11 1700+ 1800 1700
002 148.26 AFTER JCT P NW RD 1 05 04 02 11 1700+ 1800 1700
002 149.08 AFTER JCT COLUMBIA AVE S 1 2000* 2100 1900
002 149.78 BEFORE JCT CHELAN AVE*POPLAR ST 1 2000*
002 149.78 AFTER JCT CHELAN AVE*POPLAR ST 1 1200*
002 151.28 BEFORE JCT COUNTY ROAD 1 07 07 02 16 990+ 1000 940
002 151.35 AFTER JCT 2 NW 1 05 04 01 10 980* 930+ 860
002 153.97 AFTER JCT 1 NW 1 890*
002 163.23 BEFORE JCT SR 172 1 11 04 02 17 710+
002 163.23 AFTER JCT SR 172 1 10 04 02 16 720+
002 166.33 AFTER JCT N DIVISION*S DIVISION RD 1 09 06 03 18 660+
002 172.26 AFTER JCT JAMESON LAKE RD 1 06 07 01 14 640+ 590
002 179.10 AT ADC LOCATION S200 1 680* 670* 690* 640*
002 181.77 BEFORE JCT BASELINE RD 1 870* 740* 770 740
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 4
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
002 181.77 AFTER JCT BASELINE RD 1 520* 540 560 540
002 187.40 BEFORE JCT SR 17 1 06 07 01 14 680* 770+ 800 770
002 187.40 AFTER JCT SR 17 1 11 09 04 24 1300* 1300+ 1400 1300
002 189.08 AFTER JCT SR 17 1 07 07 01 15 1800+ 1900 2000 1900
002 191.30 BEFORE JCT H NE 1 2300* 2200
002 191.30 AFTER JCT H NE 1 2500* 2400
002 193.32 BEFORE JCT SR 155 1 07 06 02 15 1800* 1900+ 2000 1900
002 193.44 AFTER JCT SR 155 WYE CONN 1 08 06 01 15 1000 1100+ 1100 1100
002 207.78 ENTERING LINCOLN COUNTY 1 08 06 02 16 930* 970 1000+ 970
002 210.43 AFTER JCT CITY ST 1 07 08 01 16 1100+ 1200 1100
002 220.85 BEFORE JCT SR 21 WYE CONN 1 1200 1300* 1400 1300
002 220.90 AFTER JCT SR 21 WYE CONN 1 10 05 01 16 2600 2600+ 2700 2600
002 221.54 BEFORE JCT WEST ST*SR 21 1 3300* 3400 3200
002 221.54 AFTER JCT WEST ST*SR 21 1 2600* 2700 2500
002 226.04 BEFORE JCT SHERMAN RD 1 08 06 01 15 2500+ 2600 2500
002 226.04 AFTER JCT SHERMAN RD 1 07 05 01 13 2300* 2500+ 2600 2500
002 230.14 BEFORE JCT MOUNT VIEW RD 1 2900* 2700
002 230.64 AFTER JCT F ST 1 07 08 02 17 3000+ 2800
002 237.71 BEFORE JCT COUNTY ROAD 1 07 06 02 15 2000+ 2100 2000
002 250.50 AT ADC LOCATION R064 1 2600 2700 2700* 2500*
002 250.70 BEFORE JCT THIRTEENTH ST 1 2800* 2900 2700
002 250.76 AFTER JCT SR 28*TWELFTH ST 1 5000* 5100 4900
002 251.55 BEFORE JCT SR 25 1 4300* 4400 4200
002 251.55 AFTER JCT SR 25 1 06 04 01 11 3700+ 3800 3600
002 253.59 AFTER JCT OEHLWEIN RD 1 06 04 01 11 3600+ 3800 3900 3700
002 261.09 BEFORE JCT COUNTY ROAD*SR 231 1 08 04 01 13 4300+ 4000
002 261.09 AFTER JCT COUNTY ROAD*SR 231 1 4100 4300 4700* 4500
002 263.97 BEFORE JCT ASPEN ST*SR 231 1 6200* 5900
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 5
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
002 263.97 AFTER JCT ASPEN ST*SR 231 1 6500* 6200
002 271.17 BEFORE JCT WOOD RD*ESPANOLA RD 1 05 04 01 10 5800+ 5900 5600
002 273.18 AFTER JCT BROOKS RD 1 6300* 6600 6800 6500*
002 275.33 BEFORE JCT FAIRCHILD AIR FORCE BASE 1 11000* 10000
002 275.35 AFTER JCT FAIRCHILD AFB WYE CONN 1 19000* 19000
002 277.73 AFTER JCT LUNDSTROM STREET 1 22000*
002 279.23 BEFORE JCT HAYFORD RD 1 23000* 23000
002 279.23 AFTER JCT HAYFORD RD 1 19000* 19000
002 279.92 AFTER JCT LUCAS DR 1 18000* 19000 19000 20000
002 281.64 AFTER JCT SUNSET FRONTAGE RD 1 18000* 18000 19000* 19000
002 ** 286.93 BEFORE JCT 3RD AVE C 1 23000* 23000 23000
002 287.32 BEFORE JCT SR 290*MAIN AVE C 1 27000 20000* 21000 21000
002 287.32 AFTER JCT SR 290*MAIN AVE C 1 22000* 22000* 23000 23000
002 287.40 AFTER JCT SR 290*TRENT AVE C 1 16000 17000* 17000 17000
002 287.52 AT SPOKANE RIVER BRIDGE 1 44000* 45000
002 ** 287.66 AFTER JCT SR 2 CODIVISN C 1 18000* 18000 18000
002 288.97 BEFORE JCT NORTH FOOTHILLS DR C 1 21000* 21000 21000
002 288.97 AFTER JCT NORTH FOOTHILLS DR C 1 18000* 20000* 21000
002 289.79 AT ADC LOCATION R021 1 33000* 33000* 34000 34000
002 291.06 BEFORE JCT DALKE AVE 1 30000* 31000 32000
002 291.18 BEFORE JCT FRANCIS AVE*SR 291 1 32000 32000 33000* 34000
002 291.55 AFTER JCT WEDGEWOOD AVE 1 42000 42000 42000* 43000
002 292.86 BEFORE JCT SR 395 1 31000* 31000 32000
002 292.86 AFTER JCT SR 395 1 14000* 15000 15000
002 292.95 AFTER JCT COUNTRY HOMES BLVD 1 22000* 22000 22000
002 297.25 BEFORE JCT SR 206*COUNTY ROAD 1 18000* 19000 19000
002 297.25 AFTER JCT SR 206*COUNTY ROAD 1 22000* 23000 23000
002 298.28 AFTER JCT DAY-MT SPOKANE RD 1 19000* 19000 19000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 6
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
002 301.40 AT ADC LOCATION P28 1 15000* 15000* 15000* 15000*
002 305.50 BEFORE JCT DENNISON-CHATTAROY RD 1 9300 11000* 12000 12000
002 305.50 AFTER JCT DENNISON-CHATTAROY RD 1 7400 9900* 10000 10000
002 306.17 AFTER JCT WESTWOOD RD 1 05 02 01 08 9100+ 9400 9700 9700
002 309.40 BEFORE JCT LAUREL RD 1 9000*
002 309.40 AFTER JCT LAUREL RD 1 05 02 01 08 9200+
002 311.99 AT W LITTLE SPOKANE RIVER BRIDGE 1 7600* 7800 7800
002 313.42 BEFORE JCT BRIDGES ELK HWY 1 7900* 8100 8100
002 313.42 AFTER JCT BRIDGES ELK HWY 1 6900* 7100 7100
002 315.71 BEFORE JCT ALLEN RD 1 07 04 01 12 5600* 5700+ 5700
002 315.71 AFTER JCT ALLEN RD 1 07 04 02 13 5300+ 5300
002 321.24 BEFORE JCT SR 211 WYE CONN 1 5500 5700* 5800 5800
002 321.29 AFTER JCT SR 211 1 05 03 01 09 3900* 3700+ 3600
002 324.87 BEFORE JCT LAKESIDE DR 1 07 04 01 12 3800+ 3700
002 325.63 BEFORE JCT SOUTH SHORE RD 1 4400*
002 325.63 AFTER JCT SOUTH SHORE RD 1 4000 4100 4300 4500*
002 330.91 AFTER JCT SCOTIA RD 1 08 03 01 12 4600+ 4400
002 333.89 BEFORE JCT 4TH ST 1 6600* 6900 6600
002 333.89 AFTER JCT 4TH ST 1 6300* 6600 6400
002 334.25 BEFORE JCT SR 20*SPRUCE ST 1 8100* 8500 7800*
002 334.25 AFTER JCT SR 20*SPRUCE ST 1 7700* 8000 7000*
002 334.31 BEFORE JCT SR 20 SPWALNUT*WASHINGTON AVE 1 7000*
002 334.31 AFTER JCT SR 20 SPWALNUT*WASHINGTON AVE 1 9600 9800* 10000 8700*
STATE ROUTE NO 002 COUPLET BROWNE SR 2 TO SR 90 UXING
002COBROWNE ** 287.54 BEFORE JCT TRENT AVE WYE CONN 1 17000* 16000* 16000 17000
002COBROWNE 287.64 BEFORE JCT MAIN ST*SR 290 1 14000* 16000* 17000 17000
002COBROWNE 287.64 AFTER JCT MAIN ST*SR 290 1 17000* 18000 18000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 7
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
002COBROWNE 288.06 BEFORE SR 90 1 29000* 29000 30000
STATE ROUTE NO 002 COUPLET DIVISN SR 5/EVERETT TO IDAHO
002CODIVISN ** 289.32 BEFORE JCT WAVERLY PL 1 20000* 20000
002CODIVISN 290.70 BEFORE JCT NORTH RIVER DR WYE CONN 1 18000* 19000 19000
STATE ROUTE NO 002 COUPLET EVRETT HOME ACRES RD TO SR 2 UX
002COEVRETT ** 001.28 AT ADC LOCATION R052 WB 1 28000* 29000* 27000* 30000*
STATE ROUTE NO 003 MAINLINE SR 101/SHELTON TO SR 104
003 000.15 BEFORE JCT SE CRAIG RD WYE CONN 1 10000* 11000 11000
003 001.49 BEFORE JCT ARCADIA AVE 1 11000* 12000* 12000 12000
003 001.51 AFTER JCT ARCADIA AVE WYE CONN 1 12000* 12000* 13000 13000
003 002.25 BEFORE JCT HARVARD AVE 1 15000* 15000
003 002.31 AFTER JCT MILL ST 1 19000* 19000
003 002.71 BEFORE JCT RAILROAD AVE 1 15000* 15000 16000
003 002.71 AFTER JCT RAILROAD AVE 1 5200* 5300 5300
003 002.93 AFTER JCT PINE ST*FRONT ST 1 11000* 11000
003 007.24 BEFORE JCT MASON LAKE RD 1 06 02 08 11000+ 12000 12000
003 008.96 BEFORE JCT AGATE RD WYE CONN 1 05 02 07 13000+ 13000
003 008.99 AFTER JCT AGATE RD 1 05 03 08 9200+ 9200
003 010.76 AFTER JCT PICKERING RD 1 06 04 01 11 7300+ 7300
003 020.32 BEFORE JCT GRAPEVIEW LOOP RD 1 04 02 06 5600+ 5800 5800
003 020.32 AFTER JCT GRAPEVIEW LOOP RD 1 05 02 07 7700+ 7800 7800
003 021.24 BEFORE JCT COUNTY RD (OLD SR 302) 1 06 02 08 8800* 9000 11000+ 11000
003 021.28 AFTER JCT COUNTY RD WYE CONN 1 04 02 06 5900+ 6100 6300 6300
003 023.26 AFTER JCT SR 302-VICTOR CUTOFF RD 1 04 02 06 8000+ 8200 8300
003 024.91 BEFORE JCT SR 106 1 05 02 07 9900+ 10000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 8
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
003 024.95 AFTER JCT SR 106 WYE CONN 1 03 01 04 13000+ 13000
003 026.38 BEFORE JCT SR 300 1 15000* 15000* 15000
003 026.38 AFTER JCT SR 300 1 10000* 10000* 10000
003 026.55 AFTER JCT NE CLIFTON LANE 1 14000* 15000
003 026.98 BELFAIR NORTH CITY LIMITS 1 05 02 07 12000 13000+ 14000 14000
003 030.51 BEFORE JCT IMPERIAL WAY 1 04 02 06 11000 12000+ 12000 12000
003 030.51 AFTER JCT IMPERIAL WAY 1 05 02 07 13000 13000+ 14000 14000
003 032.60 AFTER JCT SUNNYSLOPE RD 1 16000* 16000 15000*
003 034.18 BEFORE RAMP SR 16 SPGORST 1 15000* 16000* 16000 16000
003 034.26 AFTER JCT SAM CHRISTOPHERSON AVE W 1 13000* 14000* 14000 14000
003 034.67 BEFORE JCT SR 16 1 15000* 15000
003 034.67 AFTER JCT SR 16 1 67000* 68000
003 036.07 BEFORE RAMP SR 304 1 04 03 01 08 64000+ 68000 68000
003 038.75 AFTER RAMP SR 310 1 42000* 45000 45000
003 042.93 BEFORE RAMP NEWBERRY HILL RD 1 49000* 49000
003 044.33 AT ADC LOCATION R050 1 29000* 30000* 32000* 32000*
003 045.99 AFTER RAMP CLEAR CREEK RD 1 29000* 30000 31000
003 046.18 AFTER RAMP SR 303(WAAGA WAY) 1 31000 33000* 35000 36000
003 047.87 BEFORE RAMP LUOTO RD 1 26000* 28000 28000
003 048.48 AT SR 308 1 04 04 01 09 19000+ 19000 20000 20000
003 049.01 AFTER RAMP SR 308 1 05 03 01 09 22000+ 23000 23000
003 052.41 BEFORE RAMP SR 305 1 20000* 21000 21000
003 053.28 AFTER RAMP SR 305 1 07 03 01 11 16000+ 16000 16000
003 056.03 BEFORE JCT PIONEER WAY*TYTLER RD NE 1 12000 13000* 13000 13000
003 056.03 AFTER JCT PIONEER WAY*TYTLER RD NE 1 05 04 01 10 13000* 12000+ 12000 12000
003 059.97 BEFORE JCT SR 104 WYE CONN 1 05 04 01 10 11000 11000+ 11000 11000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 9
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 004 MAINLINE SR 101/PAC. CO. TO SR 5
004 000.06 AFTER JCT SR 101 WYE CONN 1 09 06 01 17 1600* 1600+ 1700 1700
004 004.75 BEFORE JCT SR 401 1 11 06 03 20 2400+ 2400
004 004.75 AFTER JCT SR 401 1 10 04 14 4000+ 4100
004 008.54 BEFORE JCT SALMON CREEK RD 1 16 04 01 21 2100+ 2100 2100
004 008.54 AFTER JCT SALMON CREEK RD 1 1800 1900* 2000 2000
004 013.84 BEFORE JCT SEAL RIVER RD 1 1700* 1700 1800 1800
004 015.06 BEFORE JCT ALTOONA-PILLER ROCK RD 1 2000* 2000 2000
004 015.06 AFTER JCT ALTOONA-PILLER ROCK RD 1 1600* 1600 1600
004 017.18 AFTER JCT LOOP RD WYE CONN 1 1600* 1600 1600
004 019.75 AFTER JCT FOSSIL CREEK RD 1 13 07 01 21 1300+ 1300
004 025.58 BEFORE JCT BJORNSGARD RD 1 1500* 1500 1500
004 027.06 AFTER JCT INGALLS RD 1 10 07 17 1400+ 1400 1500 1500
004 028.98 BEFORE JCT SKAMOKAWA VALLEY RD 1 11 04 01 16 1600+ 1700 1700
004 034.87 BEFORE JCT MILL RD*ELOCHOMAN VALLEY 1 10 05 01 16 2200 2300 2500+ 2500
004 035.53 BEFORE JCT GREENWOOD RD*SR 409 1 3300 3300* 3300 3400
004 036.46 BEFORE JCT BOEGE RD 1 3800* 3900 3900
004 036.48 AFTER JCT COLUMBIA ST 1 2700* 2800 2800
004 045.38 BEFORE JCT EX-ENT COUNTY LINE PARK 1 2800* 2900 2800
004 047.64 BEFORE JCT MILL CREEK RD 1 08 04 12 2800* 2700+ 2700 2700
004 047.64 AFTER JCT MILL CREEK RD 1 07 03 01 11 3500* 4100+ 4200 4200
004 048.32 AFTER JCT ABERNATHY CREEK RD 1 4100*
004 052.32 AT ADC LOCATION R078 1 4500* 4600* 4800* 4800*
004 055.23 BEFORE JCT COAL CREEK RD WYE CONN 1 07 03 04 14 5100+ 5100
004 055.26 AFTER JCT SR 432 WYE CONN 1 6100* 7000* 7100
004 056.75 BEFORE JCT 46TH AVE 1 9600* 9800 9900
004 056.75 AFTER JCT 46TH AVE 1 12000* 12000 12000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 10
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
004 057.75 BEFORE JCT 38TH AVE 1 19000* 19000
004 057.75 AFTER JCT 38TH AVE 1 20000* 20000
004 059.26 AFTER JCT NW NICHOLS BLVD WYE CONN 1 19000* 19000 20000
004 060.78 BEFORE JCT SR 4 WYE CONN 1 19000* 21000* 21000
004 060.80 AFTER JCT SR 4 WYE CONN*CATLIN ST 1 34000* 34000 35000
004 060.88 AFTER JCT 7TH AVE SW*W MAIN ST 1 28000 28000* 29000 29000
004 061.44 BEFORE JCT PACIFIC AVE 1 29000* 30000 32000* 33000
004 061.52 BEFORE JCT SR 4 WYE CONN 1 17000* 17000 20000* 17000*
004 ** 061.54 AFTER JCT SR 4 WYE CONN C 1 7400* 7800 7600 7600*
004 061.68 BEFORE JCT 4TH AVE S*ALLEN ST C 1 8000* 8300 8700* 8800
004 061.73 AFTER JCT SR 4 COKELSO WYE CONN 1 17000* 18000* 18000* 18000
004 062.18 BEFORE JCT HOLLY ST 1 17000* 17000 17000
004 062.21 BEFORE JCT SR 5 OFF RAMP WYE CONN 1 17000* 18000 18000
STATE ROUTE NO 004 COUPLET KELSO SR 4 TO 4TH AVE N
004COKELSO ** 061.73 AFTER JCT SR 4 WYE CONN 1 6800* 5100* 7300* 7400
004COKELSO 061.87 BEFORE JCT COWLITZ WAY*5TH AVE N 1 6300* 6500 6600* 6700
004COKELSO 061.92 BEFORE JCT 4TH AVE N*SR 4 1 11000* 11000 12000* 11000*
STATE ROUTE NO 005 MAINLINE OREGON ST LINE TO CANADA
005 000.00 OREGON STATE LINE 5 105000* 108000* 112000* 113000*
005 001.98 AT ADC LOCATION P5 SOUTH 5 100000* 103000* 105000*
005 002.61 AFTER RAMP 39TH ST 5 75000* 74000* 73000*
005 003.94 BEFORE RAMP NW 78TH ST 5 64000* 66000 66000*
005 004.68 AFTER RAMP NE 78TH ST 5 47000*
005 008.23 AFTER RAMP SR 205 5 52000* 53000 55000 66000*
005 009.94 AFTER RAMP SR 502 5 48000* 49000
005 014.55 AFTER RAMP SR 501 5 47000 50000* 52000 50000*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT
PAGE 11
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
005 020.71 BEFORE RAMP SR 503*ADC LOCATION R045 5 46000* 49000* 51000* 51000*
005 022.19 AFTER RAMP SR 503 5 43000* 45000 48000*
005 023.18 AFTER RAMP DIKE RD 5 44000 46000 48000 51000*
005 028.22 AFTER RAMP TODD RD 5 45000 48000 49000 48000*
005 031.91 BEFORE RAMP KALAMA RIVER RD 5 49000 50000* 52000 53000
005 036.30 BEFORE RAMP SR 432 5 41000* 43000 44000 45000
005 039.44 BEFORE RAMP SR 4 5 34000* 39000* 40000 41000
005 040.19 AFTER RAMP ALLEN ST*SR 4 5 39000* 40000 41000
005 042.10 BEFORE RAMP OSTRANDER RD 5 42000 44000 45000 45000*
005 044.40 AT ADC LOCATION B01 5 38000* 40000* 42000 44000*
005 049.35 BEFORE RAMP SR 411 5 39000 42000 43000 40000*
005 050.41 AFTER RAMP SR 504 5 33000 35000 36000 38000*
005 056.69 BEFORE RAMP ROGERS RD TO JACKSON HWY 5 39000*
005 059.21 BEFORE RAMP SR 506 5 37000 38000* 40000 39000*
005 060.42 BEFORE RAMP SR 506 5 39000* 38000* 37000*
005 062.92 BEFORE RAMP SR 505 5 39000* 37000*
005 068.09 BEFORE RAMP SR 12 5 34000* 36000 37000 36000*
005 068.94 AFTER RAMP SR 12 5 36000* 38000 37000* 35000*
005 071.51 AFTER RAMP SR 508 5 36000* 38000 43000* 43000
005 077.55 BEFORE RAMP SR 6 5 49000 52000 50000* 50000
005 078.39 AFTER RAMP MAIN ST 5 56000* 58000 59000
005 079.50 AFTER RAMP CHAMBER WAY 5 49000*
005 082.08 AFTER RAMP SR 507 5 54000* 57000 58000 54000*
005 086.32 AT ADC LOCATION R019 5 46000* 48000* 50000* 49000*
005 088.67 AFTER RAMP OLD SR 99 5 42000 44000 44000* 43000
005 098.88 BEFORE RAMP 93RD AVE SW 5 46000 48000 47000* 47000
005 099.77 AFTER RAMP SR 121 5 50000* 52000 49000* 49000
005 101.87 AFTER RAMP AIRDUSTRIAL WAY 5 59000* 60000
* BASED ON ACTUAL COUNT
PAGE 12
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
005 106.10 BEFORE RAMP PLUM ST 5 92000* 96000 98000 100000
005 106.70 AT ADC LOCATION P4 5 110000* 114000* 117000* 119000*
005 107.89 AFTER RAMP PACIFIC AVE 5 99000* 97000* 99000 100000
005 108.83 BEFORE RAMP MARTIN WAY 5 82000* 85000 92000* 93000
005 111.01 AT ADC LOCATION R060 5 82000* 84000* 86000* 87000
005 112.43 AFTER RAMP SR 510 5 73000* 75000 77000 70000*
005 114.65 AFTER RAMP NISQUALLY 5 82000* 84000 86000 88000
005 117.27 AFTER RAMP MOUNTS RD 5 86000* 88000 90000 92000
005 119.38 AFTER RAMP DUPONT RD 5 80000 88000* 90000 91000
005 123.94 AFTER RAMP THORNE LN 5 117000* 119000 119000
005 130.23 BEFORE RAMP 56TH ST 5 163000* 163000 166000 166000
005 131.18 AT ADC LOCATION R034 5 164000* 164000* 167000* 167000*
005 132.81 AFTER RAMP 56TH ST 5 178000* 178000 181000 181000
005 133.29 BEFORE RAMP SR 509-SR 7-PACIFIC AVE 5 178000* 178000 181000 181000
005 134.18 AFTER RAMP SR 705-SR 7 5 182000* 186000 187000 191000*
005 134.90 BEFORE RAMP SR 167 5 172000* 175000 176000 177000
005 135.32 AFTER RAMP SR 167 5 163000* 166000 168000 168000
005 136.80 AT ADC LOCATION S837 5 151000* 154000* 155000* 156000*
005 137.91 AFTER RAMP SR 99 5 144000* 144000* 145000 149000*
005 141.62 BEFORE RAMP SR 18 5 144000* 144000* 145000 149000*
005 142.42 AFTER RAMP SR 18 5 131000* 137000* 141000 142000*
005 144.57 AFTER RAMP S 320TH ST 5 145000 151000* 156000 157000*
005 148.07 AT ADC LOCATION S809 5 160000* 163000* 168000* 172000
005 148.79 BEFORE RAMP SR 516 5 172000*
005 149.83 AFTER RAMP SR 516 5 172000 174000* 180000 182000*
005 151.50 AFTER RAMP MILITARY RD 5 173000 174000* 179000 183000*
005 152.72 AFTER RAMP S 188TH ST 5 176000 177000* 183000 187000*
005 155.37 BEFORE RAMP SR 599 5 202000 212000* 219000 217000*
* BASED ON ACTUAL COUNT
PAGE 13
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
005 156.99 BEFORE RAMP SR 900 5 166000 171000* 177000 184000*
005 157.70 AFTER RAMP SR 900 5 166000 171000* 176000 182000*
005 158.32 AFTER RAMP BOEING ACCESS NBCD 5 176000* 182000 193000*
005 162.24 AFTER RAMP CORSON AVE 5 196000 205000* 211000 216000*
005 163.36 AFTER RAMP SPOKANE ST 5 210000 219000* 226000 238000*
005 163.96 BEFORE RAMP SR 90 5 213000 223000* 230000 241000*
005 164.22 BEFORE RAMP SR 90 WB*SR 519 5 132000 141000* 146000 150000*
005 ** 165.29 AFTER JCT EXPRESS LANES 5 105000 118000* 117000 123000*
005 ** 165.67 AFTER RAMP CHERRY ST 5 197000 184000* 184000 188000*
005 ** 165.91 AFTER RAMP UNION ST-7TH AV 5 213000 211000* 211000 215000
005 ** 166.66 AFTER RAMP STEWART ST*DENNY WAY 5 191000 196000* 195000 200000*
005 ** 167.35 AFTER RAMP MERCER ST 5 224000 233000* 233000 233000*
005 ** 167.39 AFTER RAMP BOYLSTON AVE E 5 215000 224000* 224000 224000*
005 ** 168.56 AFTER RAMP ROANOKE ST*HARVARD ST 5 208000 219000* 219000 223000*
005 ** 170.50 BEFORE RAMP SR 522 5 187000 195000* 195000 199000*
005 ** 170.91 AFTER RAMP SR 522 5 170000 176000* 175000 178000*
005 ** 172.35 BEFORE RAMP 1ST AVE NE 5 172000 178000* 178000 172000*
005 ** 172.52 AFTER JCT SB EXPRESS LANES 5 174000 182000* 181000 187000*
005 173.10 AFTER RAMP NE NORTHGATE WAY 5 197000 206000* 206000 209000*
005 174.14 BEFORE RAMP SR 523-NE 145TH ST 5 179000 189000* 188000 190000*
005 175.00 AFTER RAMP SR 523-NE 145TH ST 5 169000 178000* 178000 177000*
005 175.74 AFTER RAMP METRO TRANSIT 5 168000 178000* 177000 181000
005 176.72 AT ADC LOCATION P3 5 164000* 166000* 166000* 169000*
005 178.61 AFTER RAMP SR 104 5 151000 148000* 147000 156000*
005 179.88 AFTER RAMP 220TH ST SW 5 147000* 147000 157000*
005 181.74 AFTER RAMP SR 524 5 146000* 146000 161000*
005 182.05 BEFORE RAMP SR 405*NB SR 525 5 146000* 146000 161000*
005 183.12 AFTER RAMP SB SR 405 5 141000* 141000 154000*
** REVERSIBLE TRAFFIC NOT INCLUDED * BASED ON ACTUAL COUNT
PAGE 14
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
005 184.42 AFTER RAMP 164TH ST SW 5 134000* 134000 149000*
005 186.87 AFTER RAMP SR 96 5 131000* 130000 135000
005 188.53 BEFORE RAMP SR 526*SR 527 5 131000* 130000 135000
005 190.19 AFTER RAMP SR 526*SR 527 5 140000 141000* 141000 146000
005 193.29 AT ADC LOCATION R082 5 132000* 135000* 135000* 139000*
005 193.60 BEFORE RAMP SR 2 WB 5 122000 121000* 120000 123000*
005 194.32 AFTER RAMP SR 2*EVERETT AVE 5 111000 111000* 111000 115000*
005 198.56 AFTER RAMP SR 529 SB 5 102000 102000* 101000 108000*
005 198.90 BEFORE RAMP SR 528 5 102000 102000* 101000 108000*
005 199.58 AFTER RAMP SR 528 5 77000 78000* 81000 87000*
005 205.63 BEFORE RAMP SR 531 5 64000 65000* 67000 72000*
005 207.76 AT ADC LOCATION R001 5 59000* 56000* 58000 62000*
005 208.99 AFTER RAMP SR 530 5 55000 54000* 56000 57000
005 212.26 BEFORE RAMP SR 532 5 52000 52000* 54000 55000
005 213.08 AFTER RAMP SR 532 5 43000 42000* 44000 44000
005 215.51 AFTER RAMP 300TH ST NW 5 41000 41000* 43000 44000
005 219.05 AFTER RAMP STARBIRD RD 5 42000 42000* 44000 45000
005 221.49 AFTER RAMP SR 534 5 45000 46000* 48000 48000
005 224.69 BEFORE RAMP ANDERSON RD 5 43000 44000* 45000 46000
005 225.60 AFTER RAMP ANDERSON RD 5 40000* 48000* 49000 50000
005 226.70 AFTER RAMP SR 536 5 51000* 53000 54000
005 227.21 BEFORE RAMP SR 538 5 51000* 53000 54000
005 228.17 AFTER RAMP SR 538 5 54000* 56000 57000
005 229.60 BEFORE RAMP SR 20 5 50000* 52000 53000
005 230.43 AFTER RAMP SR 20 5 41000* 41000 42000
005 230.79 BEFORE RAMP SR 11 5 41000* 41000 42000
005 231.50 AFTER RAMP SR 11 5 38000* 39000 39000
005 233.26 AFTER RAMP COOK RD 5 34000* 34000 35000
* BASED ON ACTUAL COUNT
PAGE 15
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
005 236.85 AFTER RAMP BOW HILL RD 5 04 06 02 12 33000+ 33000 33000
005 250.35 BEFORE RAMP SR 11 5 04 07 02 13 34000+ 34000 34000
005 251.01 AFTER RAMP SR 11 5 42000* 42000 43000
005 252.64 BEFORE RAMP LAKEWAY DR 5 37000* 48000 49000 50000
005 253.34 AFTER RAMP LAKEWAY DR 5 53000* 53000 54000
005 254.61 BEFORE RAMP SR 542 5 53000* 54000
005 255.25 AFTER RAMP SR 542 5 57000* 58000 53000* 54000
005 256.67 AFTER RAMP SR 539 5 40000* 41000
005 257.33 AFTER RAMP NORTHWEST AVE 5 39000* 40000 40000
005 258.30 AFTER RAMP BAKERVIEW RD 5 36000 37000 39000* 40000
005 261.00 AT ADC LOCATION P04 5 35000* 36000* 37000* 37000*
005 262.89 AFTER RAMP AXTON RD 5 04 06 01 11 30000+ 30000 30000
005 269.41 AT ADC LOCATION S803 5 24000* 24000* 24000 24000*
005 274.76 BEFORE RAMP SR 543 5 23000* 23000
005 275.00 AFTER RAMP SR 543 5 9800* 10000
005 276.43 AFTER RAMP BLAINE 5 15000* 15000 15000 15000
STATE ROUTE NO 005 REVERSIBLE LANE 005EXP DNTWN SEATTLE TO 1ST AV
005RL005EXP 165.62 BEFORE RAMP 5TH*COLUMBIA 5 21000 21000* 21000 22000*
005RL005EXP 165.62 AFTER RAMP 5TH*COLUMBIA 5 23000 23000* 23000 26000*
005RL005EXP 166.63 AFTER RAMP STEWART ST 5 37000* 37000 35000*
005RL005EXP 167.26 AT ADC LOCATION R046 5 46000 47000* 46000 46000*
005RL005EXP 168.96 AFTER RAMP NE 42ND*77TH AVE 5 43000 43000* 43000 43000*
005RL005EXP 170.54 AFTER RAMP SR 522 5 39000* 39000 35000*
STATE ROUTE NO 006 MAINLINE SR 101/RAYMOND TO SR 5
006 000.00 AFTER JCT SR 101 2 5000* 6300* 6400
006 002.04 BEFORE JCT ROMANE RD 2 10 05 15 3500+ 3600 3600
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 16
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
006 025.27 AFTER JCT COLE RD 2 11 07 02 20 1300* 1300 1300 1300+
006 026.56 AT ROCK CREEK BRIDGE 2 11 07 01 19 1300+ 1400 1400
006 027.95 AFTER JCT JONES RD 2 09 03 01 13 1600+ 1700 1700 1700
006 030.34 AFTER JCT KATULA RD 2 08 04 01 13 2300* 2400 2400 2200+
006 042.38 BEFORE JCT CERES HILL RD 2 2600* 3100 3200 3200
006 050.55 BEFORE JCT DONAHOE RD S 2 8400 9000* 9300 9500*
006 051.23 BEFORE JCT NW LOUISIANA AVE 2 9200*
006 051.28 BEFORE RAMP SR 5 2 12000 13000* 13000 13000
STATE ROUTE NO 007 MAINLINE SR 12/MORTON TO SR 5/TAC
007 000.00 AFTER JCT SR 12 2 4900* 5000* 5200 5200
007 000.45 BEFORE JCT SR 508*MAIN ST 2 5400* 5500 5700 5800
007 000.45 AFTER JCT SR 508*MAIN ST 2 3800* 4000 4100 4100
007 004.52 AT TILTON RIVER BRIDGE 2 2000*
007 011.66 BEFORE JCT MINERAL RD S 2 09 07 01 17 2100+ 2200 2200 2300
007 011.70 AFTER JCT MINERAL RD WYE CONN 2 1900* 2000 2100 2100
007 016.82 BEFORE JCT SR 706 2 2600* 2700* 2800 2800
007 016.82 AFTER JCT SR 706 2 4600* 4600* 4700 4800
007 021.69 BEFORE JCT ALDER CUTOFF RD E 2 4400* 4500 4500
007 021.69 AFTER JCT ALDER CUTOFF RD E 2 1900* 2000 2000
007 026.99 BEFORE JCT SR 161*WEYERHAEUSER RD 2 08 06 01 15 1500 1700* 1700+ 1700
007 026.99 AFTER JCT SR 161*WEYERHAEUSER RD 2 09 06 01 16 1300+ 1300
007 036.08 BEFORE JCT EATONVLL CUTOFF*SR 702 2 07 04 01 12 2900+ 3000 3000 3100
007 036.08 AFTER JCT EATONVLL CUTOFF*SR 702 2 07 03 10 5200+ 5300 5500 5500
007 044.04 BEFORE JCT 232ND ST E 2 14000* 13000* 13000 14000
007 044.64 BEFORE JCT 224TH ST E 2 16000*
007 044.64 AFTER JCT 224TH ST E 2 21000*
007 047.38 BEFORE JCT SR 507 1 24000* 24000 24000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 17
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
007 047.42 AFTER JCT SR 507 WYE CONN 1 32000 32000* 33000 33000
007 048.33 AFTER JCT 176TH ST S 1 36000 37000 39000* 39000
007 048.48 AFTER JCT 174TH ST S 1 31000 30000* 31000 31000
007 049.88 BEFORE JCT MILITARY RD 1 42000* 44000 44000
007 049.88 AFTER JCT MILITARY RD 1 37000* 38000 38000
007 050.21 BEFORE JCT S 146TH ST*146TH ST S 1 35000* 35000
007 050.21 AFTER JCT S 146TH ST*146TH ST S 1 34000* 35000
007 051.32 AFTER JCT 129TH ST S 1 38000* 39000 39000
007 051.52 AFTER JCT 125TH ST S 1 35000* 37000 38000 38000
007 051.72 BEFORE JCT GARFIELD ST 1 42000* 44000 45000 46000
007 051.72 AFTER JCT GARFIELD ST 1 44000* 45000 47000 47000
007 051.81 AFTER JCT 121ST ST S 1 41000* 43000 44000 45000
007 052.52 BEFORE RAMP SR 512 1 40000* 41000 41000
007 052.63 BEFORE JCT 108TH ST S 1 33000* 34000 35000 36000
007 052.63 AFTER JCT 108TH ST S 1 24000 24000* 24000 24000
007 055.88 BEFORE JCT S 56TH ST 1 19000* 20000 20000
007 055.88 AFTER JCT S 56TH ST 1 21000* 21000 22000
007 057.03 BEFORE JCT S 38TH ST*PACIFIC AVE 1 18000* 18000 19000
007 057.03 AFTER JCT S 38TH ST*PACIFIC AVE 1 17000* 17000 17000
007 057.20 BEFORE RAMP SR 7 1 19000* 19000 20000
STATE ROUTE NO 008 MAINLINE SR 12/ELMA TO SR 101/OLY
008 000.29 AFTER RAMP SR 12 1 15000* 15000 15000 16000*
008 000.89 AFTER JCT S UNION*FAIRGROUNDS RDS 1 05 04 01 10 14000* 15000 15000+ 15000
008 006.03 BEFORE JCT SR 108 1 13000* 15000* 15000 15000
008 006.03 AFTER JCT SR 108 1 11000* 12000* 12000 12000
008 007.51 AFTER JCT MOX CHEHALIS RD 1 13000* 13000 13000 13000
008 009.00 AFTER JCT MOX CHEHALIS RD E 1 04 04 01 09 15000+ 15000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 18
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
008 016.12 BEFORE JCT SUMMIT LK*ROCK CANDY MT 1 05 04 01 10 13000+ 13000 13000
008 017.56 BEFORE JCT WILSON RD NW*WINSLOW DR 1 14000* 14000 14000 14000
008 017.79 AFTER JCT WILSON RD NW WYE CONN 1 14000* 14000 14000 14000
008 020.67 AT ADC LOCATION R003 WEST 1 14000* 15000* 15000* 15000*
STATE ROUTE NO 009 MAINLINE SR 522 TO CANADA
009 000.09 AFTER RAMP SR 522 2 21000 22000 22000* 22000
009 000.57 BEFORE JCT 228TH ST SE 2 18000* 19000* 20000 20000*
009 001.57 BEFORE JCT SR 524-212TH ST SE 2 18000* 19000 19000 20000
009 001.57 AFTER JCT SR 524-212TH ST SE 2 17000* 17000 18000 18000
009 002.26 AFTER JCT 201ST ST SE 2 16000* 17000 17000*
009 003.76 AFTER JCT 180TH ST SE 2 17000 17000 19000* 19000
009 004.83 AFTER JCT 164TH ST SE 2 15000* 16000 16000 16000*
009 008.42 AFTER JCT MARSH RD 2 17000* 17000 18000 18000
009 010.96 BEFORE JCT OLD HWY 2 2 13000 13000 14000 15000*
009 010.96 AFTER JCT OLD HWY 2 2 14000 15000 16000* 17000*
009 012.14 BEFORE RAMP SR 2 2 17000* 18000* 18000 18000*
009 012.30 AFTER RAMP SR 2 2 18000* 18000* 19000 19000
009 012.36 AFTER JCT NEW BUNK FOSS RD 2 15000* 15000 16000 16000*
009 013.30 AFTER JCT 32ND ST SE 2 14000* 14000 17000* 16000*
009 013.80 AFTER JCT 23RD ST SE WYE CONN 2 16000*
009 015.05 AFTER JCT 4TH ST SE 2 14000* 14000 16000* 16000
009 015.75 BEFORE JCT SR 204 WYE CONN 2 14000* 15000 15000 18000*
009 015.77 AFTER JCT SR 204 WYE CONN 2 19000* 20000 21000 21000*
009 017.49 BEFORE JCT SR 92 2 18000* 19000* 20000 20000
009 017.49 AFTER JCT SR 92 2 13000* 13000* 14000 14000
009 017.92 AFTER JCT 42ND ST NE 2 13000*
009 019.26 BEFORE JCT SR 528 2 11000* 12000 12000 12000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 19
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
009 019.26 AFTER JCT SR 528 2 9200* 9200
009 020.55 BEFORE JCT 84TH ST NE 2 9100* 9500 10000 10000
009 021.92 BEFORE JCT 108TH ST NE 2 8300* 8300
009 021.92 AFTER JCT 108TH ST NE 2 6800* 7200 7700* 7700
009 028.21 BEFORE JCT 204TH ST NE 2 5500* 5800 6500* 6500
009 028.70 BEFORE JCT HIGHLAND DR 2 6800* 7200 7200
009 028.75 AT ADC LOCATION P21 2 5700* 6000* 6300* 6300*
009 029.43 BEFORE JCT SR 530 2 5100* 5400 5400
009 029.48 AFTER JCT SR 530 3 11000 13000* 13000 13000
009 029.54 AFTER JCT SR 530 WYE CONN 3 8200* 8300 8400
009 032.88 BEFORE JCT STANWOOD-BRYANT RD 3 3800* 3800
009 032.96 AT ADC LOCATION R083 3 1500* 1500* 1500* 1500*
009 040.03 BEFORE JCT SR 534 3 06 01 07 1100+ 1100 1100
009 040.03 AFTER JCT SR 534 3 05 01 06 1000+ 1000 1000
009 044.32 BEFORE JCT LAKE CAVANAUGH RD 3 890*
009 044.32 AFTER JCT LAKE CAVANAUGH RD 3 1200*
009 049.75 BEFORE JCT SR 538 WYE CONN 3 4000* 4100 4100 4500*
009 049.80 AFTER JCT SR 538 3 5300* 5500 5600 6300*
009 052.43 BEFORE JCT BEAVER LAKE RD 3 5000*
009 052.43 AFTER JCT BEAVER LAKE RD 3 6300*
009 052.89 AFTER JCT CHERRY RD 3 5700* 6000 6100 6200
009 053.26 BEFORE JCT FRANCIS*OLD DAY CREEK RD 3 5700* 5800 7100*
009 053.26 AFTER JCT FRANCIS*OLD DAY CREEK RD 3 8100* 8400 9100*
009 054.07 BEFORE JCT S SKAGIT HWY 3 04 01 05 8200+ 8500 8700 8800
009 054.07 AFTER JCT S SKAGIT HWY 3 05 01 06 8600+ 8900 9100 9200
009 055.75 BEFORE JCT W STATE ST 3 06 02 08 7600+ 7700
009 055.89 BEFORE JCT SR 20 3 5500* 5600
009 057.17 AFTER JCT SR 20 3 9100*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 20
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
009 067.38 AFTER JCT WICKERSHAM ST 3 12 10 02 24 1600+ 1600
009 079.40 BEFORE JCT SR 542 WYE CONN 3 4400* 4500 4600
009 084.02 AFTER JCT SR 542 WYE CONN 3 3400* 3900* 3500*
009 090.31 BEFORE JCT SOUTH PASS RD 3 1700* 1700 1800
009 090.36 BEFORE JCT SR 544 3 3900* 4000 4000
009 090.36 AFTER JCT SR 544 3 4200 4300 4400
009 093.61 BEFORE JCT SR 546*NOOKSACK RD 1 04 05 02 11 1800+ 1900 1900
009 093.61 AFTER JCT SR 546*NOOKSACK RD 1 5800* 5900 6000
009 096.30 AT JOHNSON CREEK BRIDGE 1 06 08 03 17 5000+ 5100 5200
009 097.48 BEFORE JCT SR 547*CHERRY ST 1 4100* 4200 4900*
009 097.52 AFTER JCT SR 547*CHERRY ST 1 5500* 5600 5600*
009 097.89 BEFORE JCT SECOND ST 1 6100*
009 097.89 AFTER JCT SECOND ST 1 7000*
009 098.00 BEFORE JCT GARFIELD ST*SR 9 SPSUMAS 1 7700* 6600* 6700 6700*
009 098.00 AFTER JCT GARFIELD ST*SR 9 SPSUMAS 1 7200* 5800* 5900 5800*
STATE ROUTE NO 009 SPUR SUMAS SR 9 TO INTERNTL BNDRY
009SPSUMAS 098.00 AFTER JCT SR 9*CHERRY ST 2 730* 1200* 1300 1300
009SPSUMAS 098.18 AFTER JCT HARRISON AVE 2 140* 240 250 250
STATE ROUTE NO 010 MAINLINE SR 970/TEANAWAY TO SR 97
010 088.40 AFTER REST AREA 3 1100* 1100 780* 1300
010 104.45 BEFORE JCT SR 97 3 09 02 11 1200+
STATE ROUTE NO 011 MAINLINE SR 5/BURLINGTON TO SR 5
011 006.88 BEFORE JCT W BOW HILL 3 2100* 2100 2100
011 006.88 AFTER JCT W BOW HILL 3 2100* 2200 2200
011 016.01 AFTER JCT HIGH LINE RD 3 03 03 2000+ 2000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 21
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
011 018.50 BEFORE JCT CALIFORNIA ST 2 02 02 2800* 3300+ 3300 3400
011 021.21 BEFORE JCT 32ND ST 2 13000* 16000* 16000 16000
STATE ROUTE NO 012 MAINLINE SR 101/ABERDEEN TO IDAHO
012 ** 000.00 AFTER JCT SR 101 NB*SOUTH G STREET C 1 13000* 13000 15000* 15000
012 000.30 BEFORE JCT E WISHKAH ST WYE CONN C 1 13000* 12000* 12000 12000
012 000.33 AFTER JCT S NEWELL ST C 1 27000 27000* 27000 28000
012 000.54 AFTER JCT S TYLER ST 1 19000 20000 21000 23000*
012 003.49 BEFORE JCT LAKE ABERDEEN ROAD 1 08 04 01 13 22000+ 23000 23000
012 003.49 AFTER JCT LAKE ABERDEEN ROAD 1 08 04 01 13 21000 21000+ 22000 22000
012 005.01 BEFORE JCT SOLKI RD 1 18000* 19000 19000
012 005.01 AFTER JCT SOLKI RD 1 17000 18000* 18000 18000
012 006.07 BEFORE JCT HILL RD 1 17000 19000* 19000 20000
012 006.38 BEFORE JCT DEER PARK DR 1 06 04 02 12 18000 19000+ 20000 20000
012 007.81 AFTER JCT CLEMONS RD 1 18000* 19000 19000
012 008.93 BEFORE RAMP DEVONSHIRE RD 1 16000 17000* 17000 17000
012 012.30 AT ADC LOCATION B02 1 17000* 17000* 18000* 18000*
012 018.11 BEFORE JCT SCHOUWEILER ROAD 1 15000* 16000 17000 17000*
012 020.65 BEFORE RAMP SR 8/SR 12 1 16000* 17000 18000 18000
012 021.34 AFTER RAMP SR 12*SR 8 1 13 04 02 19 5900+
012 027.22 BEFORE JCT PORTER CRK RD W WYE CONN 1 3800*
012 038.84 BEFORE JCT ANDERSON RD SW 1 10 08 03 21 5300* 5500 5700 5700+
012 038.84 AFTER JCT ANDERSON RD SW 1 6800*
012 041.88 BEFORE JCT ALBANY ST 1 08 05 03 16 5900+ 7600 7700
012 042.40 BEFORE JCT PAULSON ST SW 1 08 03 02 13 7800+ 10000 10000
012 042.85 BEFORE JCT 183RD AVE SW 1 10000* 10000
012 042.89 AFTER JCT ROSEBURG ST SW 1 9500* 9600
012 046.37 BEFORE JCT SARGENT RD SW*OLD HWY 99 1 05 06 03 14 6000+ 7700 7800
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 22
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
012 046.56 BEFORE RAMP SR 5 1 12000 15000* 15000
012 066.63 AFTER RAMP SR 5 1 7700* 7900 8200 7500*
012 069.16 BEFORE JCT JACKSON HWY 1 6300* 6500 5900* 5800
012 069.16 AFTER JCT JACKSON HWY 1 6400* 6500 5700* 5600
012 077.16 AT ADC LOCATION R075 1 5600* 5800* 6000* 5800*
012 080.28 BEFORE JCT SR 122-SILVER CREEK RD 1 09 06 03 18 5800* 6200+ 6400 6300
012 080.28 AFTER JCT SR 122-SILVER CREEK RD 1 10 07 03 20 5200* 5500+ 5700 5500
012 083.66 BEFORE JCT BEACH RD 1 5300*
012 084.62 BEFORE JCT WILSON RD 1 5400*
012 086.88 BEFORE JCT SR 122*WILLIAMS RD 1 10 09 05 24 4400 4400* 4800+ 4700
012 086.88 AFTER JCT SR 122*WILLIAMS RD 1 11 10 05 26 4300 4200* 4500+ 4400
012 097.69 BEFORE JCT SR 7 1 10 07 04 21 4900* 4900+ 5100 5000
012 097.69 AFTER JCT SR 7 1 05 03 02 10 4900* 4900+ 5100 5000
012 101.62 AFTER JCT DAVIS LAKE RD 1 4700*
012 115.01 BEFORE JCT SR 131*CHILCOAT AVE 1 4600 4700 4900* 4800
012 115.01 AFTER JCT SR 131*CHILCOAT AVE 1 4500 4600 4800* 4700
012 123.14 BEFORE JCT BENNET RD 1 2700* 2800 2800 2800
012 126.05 AFTER JCT BEVIN LAKE RD 1 11 06 02 19 2800+
012 131.35 BEFORE JCT SNYDER RD*SKATE CREEK RD 1 4000 4100 4000* 3900
012 131.35 AFTER JCT SNYDER RD*SKATE CREEK RD 1 2300 2300 2300* 2200
012 133.82 AT ADC LOCATION R040 WEST 1 2000* 2100 2000
012 135.03 AFTER JCT TIMBERLINE DR 1 09 04 02 15 1900+ 2000 1900
012 138.59 BEFORE JCT SR 123 WYE CONN 1 09 04 02 15 1900+ 1900 1900
012 138.61 AFTER JCT SR 123 WYE CONN 1 1700* 1800 1700
012 140.38 AT CORTWRIGHT CREEK BRIDGE 1 1500* 1600 1600 1600*
012 141.15 AFTER VIEW POINT 1 1500* 1500 1600 1500
012 141.23 AFTER JCT FOREST SERVICE RD #1276 1 09 07 04 20 1500* 1600+ 1700 1600
012 151.15 ENTERING YAKIMA COUNTY 1 1400* 1300
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 23
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
012 165.95 AT WILDCAT CREEK BRIDGE 1 12 05 01 18 1600+
012 168.03 AT SOUP CREEK BRIDGE 1 07 05 02 14 1900+ 2000 2100 2000
012 177.43 BEFORE WINDY POINT CAMPGROUND 1 08 07 04 19 1900+ 1800
012 184.58 AT ADC LOCATION S818 SOUTH 1 2200* 2200
012 185.49 AFTER JCT SR 410 1 06 03 01 10 3800* 4200+ 4400 4200
012 189.87 AFTER JCT CANAL AVE*S NACHES RD 1 05 03 01 09 8100+ 8300 8400
012 190.14 AFTER JCT SHAFER AVE 1 7500* 7900* 8200 8200
012 193.67 BEFORE JCT LOW RD 1 7300* 7500 7600
012 194.68 BEFORE JCT KERSHAW DRIVE 1 7400* 7600 7700
012 195.29 BEFORE JCT ESCHBACH RD 1 7700* 7900 8000
012 196.14 BEFORE JCT MAPLEWAY ROAD 1 8100* 8300 8400
012 196.67 BEFORE JCT MCCORMICK RD 1 7900* 8000* 8100
012 196.67 AFTER JCT MCCORMICK RD 1 04 03 01 08 9200* 9300+ 9400
012 197.52 AFTER JCT MITCHELL ROAD 1 9700* 10000 10000
012 198.10 AFTER JCT OLD NACHES HWY WYE CONN 1 04 04 02 10 17000+ 17000 17000
012 199.37 BEFORE RAMP FRUITVALE BLVD 1 18000*
012 200.55 AFTER RAMP FRUITVALE BLVD 1 04 03 01 08 19000 20000 19000+ 19000
012 202.15 BEFORE RAMP SR 82 1 03 03 01 07 27000+ 27000
012 293.06 AFTER JCT LEWIS ST WYE CONN 1 06 08 03 17 12000* 13000+
012 293.71 AFTER JCT A ST WYE CONN 1 14000 14000* 14000* 15000
012 295.30 BEFORE JCT COUNTY ROAD*SR 124 1 14000* 15000 15000 16000*
012 297.78 BEFORE JCT BASIN LP RD 1 05 08 03 16 8000+ 8300 8300
012 301.11 BEFORE JCT IVARSON RD 1 7800* 8100 8300 8400
012 301.11 AFTER JCT IVARSON RD 1 7400* 7700 7900 8000
012 301.61 BEFORE JCT DODD-IOWA BEEF RD 1 06 10 05 21 8100* 8500 8100+ 8200
012 301.61 AFTER JCT DODD-IOWA BEEF RD 1 06 12 06 24 6200+ 6300
012 303.54 BEFORE JCT ATTALIA RD 1 6200* 6400 6600 6700
012 303.54 AFTER JCT ATTALIA RD 1 6700* 7000 7200 7200
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 24
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
012 304.55 AFTER JCT WALLULA DEPOT RD 1 6100* 6400 6500 6600
012 307.41 BEFORE JCT SR 730 WYE CONN 1 07 14 08 29 5400+ 5400
012 307.46 AFTER JCT SR 730 1 3500* 3700 4400* 4300
012 307.90 AT ADC LOCATION R008 1 5100 5300 5300* 5100*
012 319.10 BEFORE JCT BARNES RD 1 05 04 02 11 4800+ 4900 4700
012 320.09 BEFORE JCT TOUCHET RD*WALNUT RD 1 06 06 03 15 4600+ 4800 4600
012 320.60 BEFORE JCT MCKAY RD*LARRABEE RD 1 07 09 04 20 5400 5600 5900+ 5700
012 320.60 AFTER JCT MCKAY RD*LARRABEE RD 1 07 09 04 20 6000+ 5700
012 331.95 BEFORE JCT WALLULA RD 1 5000* 5100 4900
012 334.36 BEFORE JCT GOSE RD 1 10 08 04 22 5600+ 5400
012 334.36 AFTER JCT GOSE RD 1 07 06 03 16 7700+ 7400
012 335.30 BEFORE JCT SR 125 SP125SP*W PINE ST 1 04 05 02 11 7600+ 7800 7500
012 335.30 AFTER JCT SR 125 SP125SP*W PINE ST 1 07 03 01 11 7000+ 7200 6600
012 336.85 BEFORE JCT E REES AVE WYE CONN 1 9000*
012 336.86 AFTER JCT REES AVE 1 05 03 01 09 11000+ 12000 12000 11000
012 338.73 AFTER JCT WILBUR AVE WYE CONN 1 07 04 01 12 7800+ 8000 7300
012 340.53 BEFORE JCT COUNTY RD WYE CONN 1 05 04 01 10 4800+ 5000 4500
012 340.57 AFTER JCT COUNTY RD WYE CONN 1 05 05 01 11 3000 3300+ 3400 3100
012 342.25 BEFORE JCT COUNTY RD 101 1 4300* 4500 4100*
012 342.84 AFTER JCT HARBERT RD 1 05 04 01 10 4300+ 4400 4000
012 347.76 AFTER JCT CORNWELL RD 1 4700* 4300
012 348.49 BEFORE JCT MUD CREEK RD 1 08 06 01 15 3300+
012 348.49 AFTER JCT MUD CREEK RD 1 3700* 3900 4000 3700
012 350.05 AFTER JCT LEWIS PEAK RD 1 3900* 3600
012 354.26 BEFORE JCT COPPEI RD*LONDEGIN RD 1 07 05 01 13 4000+ 3600
012 354.26 AFTER JCT COPPEI RD*LONDEGIN RD 1 07 05 01 13 4100+ 3700
012 357.59 BEFORE JCT SR 124*COPPEI AVE 1 3500 3800* 3900 3500
012 357.59 AFTER JCT SR 124*COPPEI AVE 1 5500* 5600 5100
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 25
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
012 359.55 ENTERING COLUMBIA COUNTY 1 05 05 02 12 4000+ 4100 3700
012 366.42 BEFORE JCT CAMERON ST 1 06 05 02 13 4500+ 4600 4200
012 366.57 AFTER JCT CITY ST 1 5500* 5600 5100
012 367.57 BEFORE JCT SEVENTH ST 1 3900* 3900 3600
012 367.63 AFTER JCT PATIT RD 1 3200* 3200 3000
012 372.67 BEFORE JCT TURNER*UPPER WHETSTONE 1 07 09 04 20 2500* 2500+ 2600 2300
012 372.67 AFTER JCT TURNER*UPPER WHETSTONE 1 07 11 05 23 2100+ 2100 1900
012 376.98 AT ADC LOCATION P05 1 2200* 2300* 2400* 2200*
012 382.26 BEFORE JCT SR 261 1 09 10 03 22 2400+ 2200
012 382.26 AFTER JCT SR 261 1 09 09 03 21 2500+ 2300
012 389.71 AT ADC LOCATION R067 1 2100* 2100* 2200* 2000*
012 390.84 AFTER JCT SR 127 WYE CONN*OWENS RD 1 1800 1900 1900 1800*
012 403.96 BEFORE JCT 15TH ST 1 4100* 3700
012 403.96 AFTER JCT 15TH ST 1 4000* 3700
012 405.20 AFTER JCT MAYVIEW RD 1 3700* 3300
012 412.77 BEFORE JCT SWEENEY GULCH*LEDGEWOOD 1 2200*
012 412.77 AFTER JCT SWEENEY GULCH*LEDGEWOOD 1 2300* 2300 2400 2200
012 414.70 AFTER JCT COUNTY ROAD 1 2300*
012 422.01 ENTERING ASOTIN COUNTY 1 08 09 03 20 2500+ 2300
012 431.66 BEFORE JCT ELM ST 1 07 06 02 15 2400 2900+ 3000 2700
012 432.62 BEFORE JCT SR 128*15TH ST 1 08 09 03 20 2800+ 2500
012 432.62 AFTER JCT SR 128*15TH ST 1 6500 6800 6800* 6900
012 433.12 BEFORE JCT 13TH ST 1 7500* 7500
012 433.12 AFTER JCT 13TH ST 1 9600* 9700
012 433.74 BEFORE JCT SR 129 SP6THST 1 11000* 11000
012 433.74 AFTER JCT SR 129 SP6THST 1 11000* 11000
012 433.99 BEFORE JCT SR 129 WYE CONN*2ND ST 1 9600 10000 11000* 11000
012 434.00 AFTER JCT SR 129 1 18000* 18000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 26
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
012 434.06 AFTER JCT 1ST ST 1 21000 21000* 22000 22000
012 434.19 IDAHO STATE LINE 1 23000* 22000* 23000* 23000*
STATE ROUTE NO 012 COUPLET ABERDN S NEWELL ST TO S G ST
012COABERDN ** 000.33 AFTER JCT S NEWELL ST-SR 12 1 15000 15000* 16000 16000
012COABERDN 000.61 BEFORE JCT S F ST 1 11000* 12000 12000 12000
012COABERDN 000.68 BEFORE JCT SR 101 NB*SOUTH G STREET 1 13000* 13000 15000* 15000
STATE ROUTE NO 014 MAINLINE SR 5/VANCOUVER TO SR 82
014 001.44 BEFORE JCT GRAND BLVD WYE CONN 1 35000 38000* 40000 37000*
014 001.46 AFTER JCT GRAND BLVD 1 36000 39000* 41000 39000*
014 002.21 AFTER JCT PORTCO ROAD 1 39000* 41000 42000
014 002.63 BEFORE RAMP EVERGREEN BLVD 1 37000 41000 43000* 44000
014 003.92 BEFORE RAMP LIESER RD 1 41000* 43000* 44000 41000*
014 005.09 BEFORE RAMP SE ELLSWORTH AVE 1 44000* 45000 43000*
014 005.43 BEFORE RAMP SR 205 1 34000 37000 39000* 39000*
014 007.31 AFTER RAMP SR 205 1 37000* 40000 47000* 48000*
014 008.91 AFTER RAMP SE 164TH AVE 1 26000* 31000*
014 010.27 AFTER JCT SE BRADY RD WYE CONN 1 27000*
014 011.90 AT ADC LOCATION P06 1 23000* 26000* 27000* 28000*
014 014.63 BEFORE JCT SR 500*SE UNION ST 1 14000 16000* 16000* 17000*
014 014.63 AFTER JCT SR 500*SE UNION ST 1 14000 16000* 16000* 17000*
014 014.99 AFTER JCT 2ND ST 1 15000* 16000 16000
014 016.08 BEFORE JCT 15TH ST WYE CONN 1 14000* 14000* 14000*
014 016.10 AFTER JCT 15TH ST 1 9900* 9700* 10000*
014 017.70 AT ADC LOCATION P07 1 5000* 5400* 5600* 6000*
014 017.84 AFTER JCT 45TH ST 1 05 04 02 11 4300+ 4600
014 018.89 AFTER JCT SE EVERGREEN BLVD 1 06 06 01 13 3100+ 3400 3500 3800
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 27
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
014 023.42 BEFORE JCT BELLE CENTER RD 1 3500* 3800 3900 4000
014 023.42 AFTER JCT BELLE CENTER RD 1 3300* 3500 3700 3800
014 027.72 BEFORE JCT RIVERSIDE DR 1 2900* 3600* 3900
014 027.87 AFTER JCT PRINDLE RD 1 2800* 3500* 3800
014 031.67 BEFORE JCT FRANZ RD 1 04 06 03 13 3400+ 3700
014 034.26 AT WOODWARD CREEK BRIDGE 1 04 06 03 13 3400+ 3600
014 041.55 BEFORE JCT ROAD TO BRIDGE OF THE GODS 1 05 05 03 13 4000+ 4300
014 041.60 AFTER HISTORICAL MARKER 1 5400* 5700
014 042.71 AFTER JCT ASH LAKE RD 1 05 04 02 11 5600+ 6000
014 043.09 AFTER JCT ROCK CREEK DR 1 4500* 4800 5000 5300
014 044.16 BEFORE JCT ROCK CREEK DR 1 4900* 5200
014 044.18 AFTER JCT SEYMOUR AVE 1 7100* 7600
014 045.73 BEFORE JCT NELSON CREEK RD 1 6000* 6400 6600 7100
014 045.73 AFTER JCT NELSON CREEK RD 1 05 04 01 10 5900+ 6400 6600 7100
014 047.44 BEFORE JCT WIND RIVER RD WYE CONN 1 05 03 02 10 5500 5900 6100+ 6600
014 047.50 BEFORE JCT SPRAGUE LANDING RD 1 2300* 2500
014 049.33 BEFORE JCT HOT SPRINGS AVE 1 08 09 04 21 2000+ 2200
014 049.33 AFTER JCT HOT SPRINGS AVE 1 09 06 02 17 3200+ 3400
014 056.28 BEFORE JCT COOK-UNDERWOOD RD 1 2400* 2500
014 056.28 AFTER JCT COOK-UNDERWOOD RD 1 2300 2500 2300* 2400
014 061.44 BEFORE FISH HATCHERY 1 2300* 2500
014 063.32 BEFORE JCT COOK-UNDERWOOD RD 1 2500* 2700
014 063.52 BEFORE JCT SR 141 SPUNDRWD 1 06 04 01 11 4700+ 5000
014 063.52 AFTER JCT SR 141 SPUNDRWD 1 07 04 01 12 5700+ 6100
014 065.08 BEFORE JCT ROAD TO HOOD RIVER BRIDGE 1 6100* 6500
014 065.08 AFTER JCT ROAD TO HOOD RIVER BRIDGE 1 6700* 7200
014 066.41 BEFORE JCT OAK ST*SR 141 1 6900* 7400
014 066.41 AFTER JCT OAK ST*SR 141 1 6000 6200 6000* 6000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 28
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
014 066.66 BEFORE JCT ELM ST 1 4500* 4500
014 066.66 AFTER JCT ELM ST 1 4200* 4300
014 069.72 BEFORE JCT COURTNEY RD 1 07 04 02 13 3300+ 3300
014 069.72 AFTER JCT COURTNEY RD 1 07 04 02 13 3100+ 3100
014 075.87 BEFORE JCT SR 142 1 07 04 02 13 3200 3300 3400+ 3400
014 075.87 AFTER JCT SR 142 1 07 04 02 13 3400+ 3400
014 083.50 BEFORE JCT SR 197 WYE CONN 1 3300* 3400 3400
014 083.57 AFTER JCT SR 197 WYE CONN 1 2200* 2300 2300
014 089.56 BEFORE JCT AVERY RD 1 06 09 04 19 1600+ 1600
014 089.56 AFTER JCT AVERY RD 1 06 09 04 19 1600+ 1600
014 094.38 BEFORE JCT WISHRAM RD 1 1500*
014 100.64 AT ADC LOCATION R076 1 1500 1500 1500* 1500*
014 100.66 AFTER JCT SR 14 SPMARYHL 1 500* 520 620* 620
014 101.44 BEFORE JCT SR 97 3 4500* 4500
014 102.37 AT ADC LOCATION R077 3 1700 1800 1800* 1800*
014 148.95 BEFORE JCT ALDERDALE BOAT LAUNCH RD 3 700* 740 770 1000*
014 155.00 AFTER JCT BUTTE RD 3 07 37 14 58 940+ 920
014 167.25 AFTER JCT SR 221*KENT RD 2 05 19 09 33 1700+ 1800 1900 1900
014 178.90 AFTER JCT PLYMOUTH INDUSTRIAL RD 2 07 18 08 33 1900 2100 2100+ 2100
014 180.71 BEFORE RAMP SR 82 2 06 16 08 30 3100+ 3000
STATE ROUTE NO 014 SPUR MARYHL SR 14 TO SR 97
014SPMARYHL 100.66 AFTER JCT SR 14 1 08 10 04 22 1100+ 1100
STATE ROUTE NO 016 MAINLINE SR 5/TACOMA TO SR 3
016 000.16 AFTER RAMP SR 5 1 101000* 106000 108000 109000
016 000.88 BEFORE RAMP UNION AVE 1 103000* 105000 106000
016 001.10 AT ADC LOCATION D11 1 85000* 89000* 91000* 92000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 29
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
016 001.46 AFTER RAMP UNION AVE 1 97000* 99000 99000
016 001.90 AFTER RAMP CENTER ST 1 83000* 85000 87000*
016 003.02 BEFORE RAMP PEARL ST 1 73000* 74000 75000
016 004.13 AFTER RAMP SR 163-PEARL ST 1 61000* 62000 63000
016 008.43 AT ADC LOCATION R044 1 75000* 76000* 79000* 79000*
016 008.79 AFTER JCT 24TH ST NW WYE CONN 1 67000* 70000 70000
016 011.71 BEFORE RAMP WOLLOCHET DR NW 1 60000*
016 014.36 BEFORE RAMP BURNHAM DR 1 51000 51000* 60000* 55000*
016 015.39 BEFORE RAMP SR 302 1 54000* 56000 56000
016 018.64 AFTER RAMP SR 302 SPPURDY 1 32000* 34000 38000*
016 024.68 BEFORE RAMP SR 160-SEDGWICK RD 1 39000 38000* 38000
016 025.65 AFTER RAMP SR 160-SEDGWICK RD 1 41000* 41000
016 028.16 BEFORE JCT SR 166 1 40000* 40000* 42000 42000
016 028.16 AFTER JCT SR 166 1 55000* 57000 57000
016 028.90 BEFORE RAMP SR 16 SPGORST 1 52000* 53000 54000
016 029.00 AFTER ACCESS RD 1 47000* 48000 48000
016 029.19 BEFORE JCT SR 3 1 47000* 49000 55000* 56000
STATE ROUTE NO 016 SPUR GORST SR 16 TO SR 3
016SPGORST 028.74 AFTER JCT SR 16 1 6400* 6600 6600
016SPGORST 028.90 AFTER JCT CONNECTION TO SR 16 1 6500* 6700 6800
016SPGORST 029.09 BEFORE SR 3 NB*SR 16 1 5900 7400* 7600 7700
STATE ROUTE NO 017 MAINLINE SR 395/MESA TO SR 97
017 007.55 AFTER RAMP SR 395 1 10 13 12 35 2700+ 2700
017 010.02 AFTER JCT BASIN CITY RD 1 2700 2900 2700* 2700
017 014.69 BEFORE JCT SR 260*HENDRICKS RD 1 09 15 06 30 2900+
017 014.69 AFTER JCT SR 260*HENDRICKS RD 1 06 15 06 27 2600 2700 2800 2900+
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 30
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
017 021.81 BEFORE JCT MUSE RD 1 05 18 07 30 2500+ 2600 2700 2700
017 021.81 AFTER JCT MUSE RD 1 06 14 08 28 2300 2400 2500+ 2500
017 022.38 AFTER JCT LEMASTER RD 1 05 18 10 33 2600* 2600+ 2700 2600
017 024.50 BEFORE JCT YEISLEY RD*ATHEY RD 1 2700* 2800 2900 2900
017 025.35 BEFORE JCT HATTON RD 1 2300* 2400 2500 2500
017 025.35 AFTER JCT HATTON RD 1 2900* 3000 3100 3100
017 028.37 BEFORE JCT SR 26 1 2900* 3000 3300* 3100*
017 028.37 AFTER JCT SR 26 1 3300* 3500 3600* 3800*
017 030.37 AT ADC LOCATION R020 1 4200* 4400* 4600 4600
017 035.58 AFTER JCT PROVIDENCE RD*12 SE 1 4500 4500* 4600 4600
017 039.77 BEFORE JCT SR 170*8 SE 1 4800* 4300* 4500 4500
017 039.77 AFTER JCT SR 170*8 SE 1 5300* 5400* 5600 5500
017 040.78 AFTER JCT SR 262-O’SULLIVAN DAM RD 1 10 09 05 24 5200+ 5400 5400
017 041.89 AFTER JCT 6 SE 1 5000 5200 5400* 5400
017 044.49 AFTER JCT 4 SE 1 05 07 04 16 5800+ 5800
017 045.13 BEFORE JCT 3.5 SE 1 06 08 04 18 5400+
017 045.77 AFTER JCT 3 SE 1 04 07 03 14 5500+
017 047.09 AFTER JCT 2 SE 1 06 06 03 15 5600+
017 048.64 BEFORE JCT M SE 1 05 06 03 14 5400 5600 6000+ 5900
017 048.64 AFTER JCT M SE 1 06 06 03 15 7000+
017 049.71 BEFORE JCT POTATO FRONTAGE RD 1 06 05 02 13 7600+ 7600
017 049.71 AFTER JCT POTATO FRONTAGE RD 1 06 05 02 13 8600+ 8500
017 050.67 BEFORE RAMP FRONTAGE RD 1 05 06 03 14 8200+ 8200
017 050.88 AFTER JCT SR 90 RAMP WYE CONN 1 15000* 15000
017 051.75 BEFORE JCT SB SR 17-PIONEER WAY 1 11000 11000 13000* 13000
017 051.93 AFTER JCT SB SR 17 1 6000* 6100
017 052.20 AFTER JCT NELSON RD 1 06 05 02 13 7000 7300 7200+ 7300
017 053.22 BEFORE JCT WHEELER RD 1 6900* 7000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 31
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
017 053.22 AFTER JCT WHEELER RD 1 7900* 8300 9000* 9100
017 053.91 AFTER JCT SR 171*E BROADWAY STREET 1 05 03 01 09 12000* 12000+
017 056.46 BEFORE JCT PATTON BLVD WYE CONN 1 03 02 01 06 15000+ 16000 16000
017 056.57 AFTER JCT PATTON BLVD WYE CONN 2 05 03 01 09 7100+ 7300 7300
017 090.19 BEFORE JCT PARK LAKE RD 2 07 08 02 17 1600+ 1700 1800 1800
017 096.57 BEFORE JCT SR 2 1200* 1200 1300 1300
017 098.30 AFTER JCT SR 2 2 04 13 07 24 560* 540+ 560 560
017 112.22 BEFORE JCT SR 172*14 NE 1 07 16 12 35 620+ 610
017 112.22 AFTER JCT SR 172*14 NE 1 06 16 11 33 400 420 470+ 470
017 119.86 AFTER JCT SR 174 2 05 14 09 28 750 800 900+ 890
017 135.84 BEFORE JCT SR 173 2 1200*
017 135.86 AFTER JCT SR 173 WYE CONN 2 2000*
017 144.27 BEFORE JCT SR 97 WYE CONN 2 1500* 1600 1600 2000*
STATE ROUTE NO 018 MAINLINE SR 99 TO SR 90
018 000.34 AFTER RAMP SR 5 1 72000*
018 002.27 BEFORE RAMP SR 167 1 62000* 63000 72000*
018 003.49 AFTER RAMP SR 167 1 62000* 63000 74000*
018 003.97 BEFORE RAMP SR 164 1 56000* 57000 59000
018 005.26 AT ADC LOCATION P20 1 34000* 35000* 36000* 37000*
018 006.61 AFTER RAMP AUBURN BLACK DIAMOND RD 1 28000* 31000* 31000 32000
018 010.91 BEFORE RAMP SR 516 1 22000 24000* 24000 24000
018 012.55 AT ADC LOCATION D12 1 16000* 17000* 17000* 18000*
018 014.65 AFTER JCT 208TH AVE SE 1 05 07 02 14 18000+ 18000 19000
018 017.41 AFTER JCT 236TH AVE SE WYE CONN 1 15000* 15000 16000 16000
018 019.84 BEFORE RAMP ISSAQUAH HOBART RD 1 06 09 03 18 14000* 14000 18000+ 18000
018 027.50 AT ADC LOCATION S838 1 11000 12000* 12000* 12000
018 027.65 BEFORE RAMP SR 90 1 10000* 11000* 12000* 12000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 32
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 019 MAINLINE SR 104 TO SR 20
019 000.00 AFTER JCT SR 104 2 7100*
019 002.61 BEFORE JCT LARSON LAKE RD 2 5300* 5400 5400
019 002.61 AFTER JCT LARSON LAKE RD 2 5500* 5600 5600
019 009.09 BEFORE JCT CHIMACUM RD*CENTER RD 2 5500*
019 009.09 AFTER JCT CHIMACUM RD*CENTER RD 2 7600*
019 014.16 BEFORE JCT SR 20 2 04 02 01 07 10000+
STATE ROUTE NO 020 MAINLINE SR 101 TO SR 2/NEWPORT
020 000.09 AFTER JCT SR 101 WYE CONN 1 4000* 4100* 4200 4200
020 007.83 BEFORE JCT SR 19-AIRPORT CUTOFF RD 1 06 02 01 09 3700+
020 007.87 AFTER JCT SR 19-AIRPORT CUTOFF RD 1 04 01 05 13000 14000 14000 15000+
020 011.51 BEFORE JCT HAINES PL 1 11000* 12000 12000
020 011.51 AFTER JCT HAINES PL 1 11000* 12000 12000
020 012.01 BEFORE JCT KEARNEY ST 1 10000* 10000 11000
020 012.01 AFTER JCT KEARNEY ST 1 11000* 11000 11000
020 012.51 BEFORE JCT WATER ST 1 7700* 7900 8000
020 012.88 KEYSTONE FERRY LANDING 1 1000* 1100* 970* 1100*
020 016.32 BEFORE JCT SR 525*RACE RD 1 06 01 07 870* 1100+ 980 1100
020 016.32 AFTER JCT SR 525*RACE RD 1 06 01 07 4700* 5200+ 5500 5600
020 020.02 AT ADC LOCATION S706 1 5800* 6300* 6700* 6900*
020 021.83 BEFORE JCT MAIN ST 1 5600* 5900 6700* 6900
020 021.83 AFTER JCT MAIN ST 1 7600* 7900 9200* 9400
020 025.31 BEFORE JCT LIBBEY RD 1 9500* 9100* 9700* 10000
020 025.31 AFTER JCT LIBBEY RD 1 8700 8700* 9300 9500
020 027.61 BEFORE JCT SIDNEY ST 1 04 01 05 8700+ 9000 9600 9900
020 027.61 AFTER JCT SIDNEY ST 1 9600+ 10000 11000 11000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 33
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
020 030.56 AFTER JCT CAPITAL ST 1 04 01 05 12000+ 13000 13000 13000
020 031.30 BEFORE JCT SW BARLOW ST 1 19000* 19000 20000 20000
020 031.30 AFTER JCT SW BARLOW ST 1 17000* 19000* 20000 20000
020 031.41 AFTER JCT W PIONEER WAY WYE CONN 1 15000* 17000* 17000 17000
020 031.49 AFTER JCT BARRINGTON DRIVE 1 18000* 21000* 22000 22000
020 031.69 AFTER JCT SE 8TH AVE*SW 8TH AVE 1 21000* 22000* 24000* 24000
020 031.82 AFTER JCT SW 6TH AVE 1 21000* 22000* 22000
020 032.92 BEFORE JCT NE MIDWAY BLVD WYE CONN 1 15000* 16000* 17000 17000
020 032.95 AFTER JCT NE GOLDIE RD WYE CONN 1 13000* 15000* 15000 15000
020 033.98 BEFORE JCT CASE RD 1 12000* 12000
020 034.46 BEFORE JCT FAKKEMA RD 1 16000* 16000
020 034.99 BEFORE JCT HOFFMAN RD*3400 N RD 1 16000* 17000 17000 17000*
020 034.99 AFTER JCT HOFFMAN RD*3400 N RD 1 16000* 16000 17000 16000*
020 035.58 AFTER JCT SLEEPER RD WYE CONN 1 15000*
020 037.45 BEFORE JCT JONES RD 1 14000*
020 037.45 AFTER JCT JONES RD 1 12000* 14000*
020 039.21 BEFORE JCT NORGATE DR 1 13000* 13000
020 039.80 BEFORE JCT TROXELL RD 1 11000* 11000 13000* 13000
020 039.80 AFTER JCT TROXELL RD 1 11000* 12000 12000 12000
020 040.81 AFTER JCT CORNET BAY RD 1 12000* 12000 12000 12000
020 042.77 BEFORE JCT ROSARIO RD 1 11000* 12000 13000* 14000*
020 042.77 AFTER JCT ROSARIO RD 1 9400* 9800 11000* 12000*
020 044.85 AFTER JCT DECEPTION RD 1 10000* 11000 11000 13000*
020 046.13 AFTER JCT CAMPBELL LK RD 1 11000* 11000 12000 14000*
020 047.24 BEFORE JCT MILLER RD*GIBRALTER RD 1 04 02 06 12000+ 12000 12000 12000
020 047.24 AFTER JCT MILLER RD*GIBRALTER RD 1 13000 14000 14000* 14000
020 047.87 BEFORE JCT SR 20 SPANACRT 1 13000* 14000* 15000 15000
020 047.90 AFTER JCT SR 20 SPANACRT 1 05 03 08 23000* 27000+ 28000 28000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 34
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
020 048.92 BEFORE JCT THOMPSON RD 1 23000 24000 24000* 24000
020 048.92 AFTER JCT THOMPSON RD 1 23000 24000 25000* 25000
020 049.68 BEFORE JCT RESERVATION RD WYE CONN 1 24000* 26000* 26000
020 050.61 BEFORE JCT MARCH PT RD*PADILLA HTS 1 04 02 06 27000+ 27000 28000
020 050.61 AFTER JCT MARCH PT RD*PADILLA HTS 1 04 02 06 25000 28000+ 28000 29000
020 053.24 BEFORE JCT BAYVIEW*LACONNER ROADS 1 25000* 25000
020 053.26 AFTER JCT LACONNER-WHITNEY RD WYE 1 23000* 23000
020 054.49 BEFORE JCT BEST RD WYE CONN 1 25000* 25000
020 054.93 BEFORE JCT SR 536 WYE CONN 1 24000 25000 24000* 24000
020 055.06 AFTER JCT SR 536 1 15000 16000 16000* 16000
020 055.96 BEFORE JCT HIGGINS AIRPORT WAY 1 14000 15000 18000* 18000
020 055.96 AFTER JCT HIGGINS AIRPORT WAY 1 18000* 18000
020 058.77 AFTER JCT PULVER RD 1 17000* 17000 19000* 19000*
020 059.43 AFTER JCT NEVITT ST 1 19000* 19000
020 059.49 AFTER JCT PETERSON RD*W ANDIS RD 1 22000 23000 20000* 21000
020 059.61 AFTER JCT SR 5 ON RAMP WYE CONN 1 17000 17000 18000* 18000
020 059.85 AFTER JCT S BURLINGTON BLVD 1 20000 21000* 22000 22000
020 060.26 BEFORE JCT AVON AVE*S BURLINGTON 1 15000 16000 16000* 17000
020 060.28 AFTER JCT AVON AVE*S BURLINGTON 1 13000 14000 13000* 14000
020 060.85 AFTER JCT CASCADE HWY 1 16000* 17000 17000
020 061.04 AFTER JCT N SKAGIT ST 1 17000* 17000* 17000 17000*
020 063.36 AFTER JCT STERLING RD WYE CONN 2 04 01 05 15000+ 15000 15000
020 063.64 AFTER JCT HOLT CAMP RD 2 04 01 05 14000 15000+ 16000 16000
020 064.21 AFTER JCT RHODES RD 2 14000* 15000 15000
020 064.81 BEFORE JCT SR 9 2 15000* 15000 13000* 13000
020 064.81 AFTER JCT SR 9 2 15000 15000 16000* 16000
020 065.14 BEFORE JCT W MUNRO ST 2 17000* 17000 17000
020 065.46 BEFORE JCT SAPP RD 2 15000* 15000 16000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 35
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
020 066.08 BEFORE JCT SR 9*TOWNSHIP ST 2 15000 16000 16000 16000*
020 066.08 AFTER JCT SR 9*TOWNSHIP ST 2 10000 11000 11000 11000*
020 066.89 BEFORE JCT FRUITDALE RD 2 8900 10000* 10000 10000
020 067.82 BEFORE JCT HELMICK RD 2 06 02 08 7500+ 7800 8000 8000
020 067.82 AFTER JCT HELMICK RD 2 6500* 6700 6700
020 070.41 BEFORE JCT HOEHN RD 2 6600* 6800 7000 7000
020 087.53 AFTER JCT GRASSMERE RD 2 4300* 4400 4500 4500
020 088.07 BEFORE JCT CONCRETE RD 2 4400* 4600 4700 4700
020 088.54 BEFORE JCT SUPERIOR AVE 2 4600* 4700 4800 4900
020 097.65 BEFORE JCT SR 530 WYE CONN 2 2200*
020 097.69 AFTER JCT SR 530-E SAUK RD 2 1900*
020 117.29 AFTER JCT THORNTON CREEK RD 2 07 03 10 980+ 940
020 144.73 BEFORE JCT EAST CRREEK TRAIL 2 07 04 11 650+ 630
020 157.40 ENTERING CHELAN COUNTY 2 07 03 10 880+ 920 890
020 166.99 BEFORE JCT CUTTHROAT CREEK ROAD 2 790*
020 184.17 BEFORE JCT WOLF CREEK RD 2 07 05 01 13 900 930 960+ 930
020 191.90 AT ADC LOCATION R037 2 1400 1500 1400* 1300*
020 192.91 AFTER JCT MAIN ST 2 3200* 3300 3400 3400
020 202.20 BEFORE JCT WAGNER ST 2 4300* 4400 4500 4500
020 202.20 AFTER JCT WAGNER ST 2 3900* 4100 4200 4200
020 202.69 BEFORE JCT TWISP AIRPORT RD 2 3100* 3200 3300 3300
020 202.69 AFTER JCT TWISP AIRPORT RD 2 2500* 2600 2700 2700
020 204.09 BEFORE JCT SR 153 2 08 07 15 3100 3100+ 3200 3200
020 204.09 AFTER JCT SR 153 2 1100 1200* 1300 1300
020 227.30 BEFORE JCT MALOTT RD 2 09 04 13 1300+ 1400 1400 1400
020 227.30 AFTER JCT MALOTT RD 2 1200* 1200 1300 1200
020 232.18 BEFORE JCT B&O NORTH RD 2 06 02 08 3900+
020 232.18 AFTER JCT B&O NORTH RD 2 06 02 08 4200+
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 36
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
020 233.31 BEFORE JCT SR 97 2 2400*
020 261.97 AFTER JCT SR 97 WYE CONN 2 1800 1900 1900 2200*
020 274.72 BEFORE JCT AENEAS VALLEY RD 2 13 10 01 24 1100 1200 1200 1300+
020 274.72 AFTER JCT AENEAS VALLEY RD 2 16 12 02 30 830 900 870 1000+
020 299.72 AFTER JCT SWAMP CREEK RD 2 11 05 01 17 930+ 920
020 302.08 BEFORE JCT CLARK AVE*6TH ST 2 1300* 1400 1300 1300
020 304.72 AT ADC LOCATION S820 2 2700* 2900* 2800* 2800*
020 305.24 BEFORE JCT SR 21 2 2900*
020 305.30 AFTER JCT COUNTY ROAD 2 1200*
020 307.77 AFTER JCT YENTER RD 2 810* 800
020 342.08 BEFORE JCT SR 395 2 1800*
020 354.33 AFTER JCT SR 395 2 6200*
020 355.44 BEFORE JCT ALADDIN RD 2 4600 4800 5000 5100*
020 355.44 AFTER JCT ALADDIN RD 2 3300*
020 355.79 AFTER JCT DEGRIEF RD*EVERGREEN WAY 2 06 03 09 2600+ 2800 2900 2800
020 372.98 AFTER JCT SPRUCE CANYON RD 2 730* 710
020 384.91 BEFORE JCT ROCKY CREEK RD 2 09 07 01 16 610+ 640 660 640
020 390.16 BEFORE JCT VOGEL RD*COLVILLE CUTOFF 2 10 09 01 20 620+ 650 670 650
020 390.41 BEFORE JCT SR 31*TIGER RD E 2 510*
020 390.41 AFTER JCT SR 31*TIGER RD E 2 1000 1100 1100 1300*
020 400.13 AFTER JCT RUBY CREEK RD 2 10 08 04 22 790+ 770
020 436.77 BEFORE JCT WARREN AVE 2 3200* 3300 2600*
020 436.78 AFTER JCT SR 20 SPWALNUT 2 1300* 1400 1400
020 436.93 BEFORE JCT SR 2*SPRUCE ST 2 1300* 1400 1100*
STATE ROUTE NO 020 SPUR ANACRT SR 20 TO FERRY LANDING
020SPANACRT 047.92 AFTER JCT SR 20 WYE CONN 1 18000* 19000 19000
020SPANACRT 050.59 BEFORE JCT SR 20*COMMERCIAL AVE 1 15000* 15000* 15000* 16000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 37
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
020SPANACRT 050.64 AFTER JCT SR 20*COMMERCIAL AVE 1 17000* 17000* 17000* 17000
020SPANACRT 050.97 BEFORE JCT 29TH ST 1 14000* 14000*
020SPANACRT 050.97 AFTER JCT 29TH ST 1 15000*
020SPANACRT 051.64 BEFORE JCT 17TH ST 1 16000* 16000 16000*
020SPANACRT 051.64 AFTER JCT 17TH ST 1 15000* 17000* 16000*
020SPANACRT 051.70 AFTER JCT 16TH ST 1 16000* 16000
020SPANACRT 051.75 AFTER JCT 15TH ST 1 16000* 16000
020SPANACRT 051.81 AFTER JCT 14TH ST 1 17000* 17000 17000
020SPANACRT 051.92 BEFORE JCT COMMERCIAL AVE 1 14000* 18000* 18000 18000
020SPANACRT 051.92 AFTER JCT COMMERCIAL AVE 1 9600* 11000* 12000 12000
020SPANACRT 051.99 BEFORE JCT 0 AVE 1 10000*
020SPANACRT 051.99 AFTER JCT 0 AVE 1 10000* 11000 12000* 13000*
020SPANACRT 052.07 AFTER JCT N AVE 1 04 02 06 10000 13000+ 14000 14000
020SPANACRT 052.79 BEFORE JCT D AVE 1 11000* 13000* 14000 11000*
020SPANACRT 053.07 BEFORE JCT ALASKA AVE 1 05 01 06 11000+ 11000
020SPANACRT 054.08 BEFORE JCT ANACOPPER RD 1 11000* 11000 12000
020SPANACRT 055.01 BEFORE JCT SUNSET AVE 1 04 01 05 7900* 8800+ 9100 9200
020SPANACRT 055.08 AFTER JCT SUNSET AVE WYE CONN 1 3400* 3600 3600
020SPANACRT 055.67 ANACORTES FERRY LANDING 1 1900* 1900* 2000 2000*
STATE ROUTE NO 020 SPUR WALNUT SR 20 T0 SR 2
020SPWALNUT 436.78 AFTER JCT SR 20 2 1700* 1700 1800
020SPWALNUT 436.89 BEFORE JCT SR 2*WASHINGTON AVE 2 1700 1900* 1900 2000*
STATE ROUTE NO 021 MAINLINE SR 260/KAHLOTUS TO CAN.
021 011.64 BEFORE JCT SR 26 3 220* 220
021 011.64 AFTER JCT SR 26 3 200* 200
021 022.14 BEFORE JCT COUNTY RD (OLD SR 21) 3 06 11 15 32 170+ 170 170
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 38
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
021 024.59 AFTER JCT SR 395 ON RAMP WYE CONN 3 09 02 02 13 520+ 550 570 570
021 037.74 BEFORE RAMP SR 90 3 09 07 03 19 210 230 250+ 250
021 037.93 AFTER JCT N FRONTAGE RD 3 15 13 03 31 190 200 200+ 190
021 041.10 AFTER JCT ROSENOFF RD 3 09 04 05 18 160+ 180 170
021 050.58 AFTER JCT DAVIS RD WYE CONN 3 07 06 02 15 220+ 230 250 240
021 051.56 AFTER JCT COUNTY ROAD 3 14 06 08 28 230* 240 270 150+
021 074.98 BEFORE JCT COUNTY ROAD 3 15 08 05 28 130+ 130
021 091.55 AT ADC LOCATION P25 3 310* 370* 400* 390*
021 091.78 BEFORE JCT SR 2 3 10 02 12 460+ 500 480
021 092.45 AFTER JCT SR 2 WYE CONN 3 13 06 01 20 1700+ 1700 1500
021 094.88 AFTER JCT COUNTY ROAD 3 08 04 12 370+ 370 330
021 106.65 AT KELLER FERRY LANDING 2 210* 220* 220* 190*
021 130.87 AFTER JCT THIRTY MILE CREEK RD 3 210 390* 390 350
021 162.98 BEFORE JCT COUNTY ROAD 3 2200*
021 172.27 BEFORE JCT W CURLEW LAKE RD 3 790* 780
021 172.27 AFTER JCT W CURLEW LAKE RD 3 1400* 1400
021 188.72 BEFORE KETTLE RIVER 3 08 01 09 380+ 400 420 420
021 191.34 INTERNATIONAL BOUNDARY 3 620*
STATE ROUTE NO 022 MAINLINE SR 82 TO SR 82/PROSSER
022 000.87 AFTER JCT SR 82 RAMP WYE CONN 1 6200 6400 6800* 6800
022 002.32 AFTER JCT FRALEY RD 1 04 03 01 08 8600+ 8700
022 003.16 BEFORE JCT ASOTIN AVE 1 9800* 9900
022 003.17 AFTER JCT ASOTIN AVE 1 11000* 11000
022 003.48 BEFORE JCT MADISON AVE 1 9500* 9600
022 003.48 AFTER JCT MADISON AVE 1 9300* 9400
022 003.97 BEFORE JCT FRONTAGE RD 1 5000*
022 004.00 AFTER JCT SR 97 2 3900*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 39
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
022 004.29 AFTER JCT S BEECH ST*CASEY ROAD 2 05 04 02 11 3100 3100+ 3200 3200
022 008.60 BEFORE JCT SR 223*CHAMBERS RD 3 06 03 01 10 3300 3500 3500+ 3400
022 027.30 AFTER JCT BUS RD 3 05 04 01 10 910 950+ 990 950
022 035.51 BEFORE JCT SURREY LN 3 03 02 01 06 1200+ 1300 1200
022 035.74 BEFORE JCT SR 221*PATTERSON RD 3 1000* 1100 1100 1100
022 035.74 AFTER JCT SR 221*PATTERSON RD 3 04 11 09 24 2100 2700+ 2800 2700
022 036.30 BEFORE JCT OLD SR 12-LEE RD 3 2100* 2200 2300 2200
022 036.30 AFTER JCT OLD SR 12-LEE RD 3 4100* 4200 4400 3900*
022 036.40 AFTER RAMP SR 82 3 2300* 2400 2500 2400
STATE ROUTE NO 023 MAINLINE SR 195/STEPTOE TO SR 28
023 000.00 AFTER JCT SR 195 3 790*
023 005.61 AFTER JCT K MILLER RD 3 11 06 02 19 510 540 550+ 550
023 006.75 BEFORE JCT MULKEY RD-COUNTY RD #433 3 12 07 04 23 600+
023 014.97 BEFORE JCT PINE CITY RD 3 930 1100* 1100 1100
023 014.97 AFTER JCT PINE CITY RD 3 530 530+ 560 550
023 022.09 AT COTTONWOOD CREEK BRIDGE 3 420*
023 027.73 AT IMBLER CREEK BRIDGE 3 11 08 05 24 230 240 270+ 270
023 035.48 BEFORE JCT LAMONT RD 3 220 230 250* 240
023 035.48 AFTER JCT LAMONT RD 3 09 08 03 20 400* 380+
023 042.98 BEFORE JCT 4TH ST 3 10 02 02 14 310+ 330 320
023 043.62 BEFORE RAMP SR 90 3 1300* 1400 1400
023 043.80 AFTER JCT MCABEE RD 3 09 03 02 14 510+ 540 530
023 062.63 AFTER JCT COUNTY ROAD 3 13 06 02 21 280+ 280
STATE ROUTE NO 024 MAINLINE SR 82 TO SR 26/OTHELLO
024 000.08 AFTER RAMP SR 82 1 17000 19000* 20000 17000*
024 000.69 AT YAKIMA RIVER BRIDGE 1 05 03 02 10 13000 13000+ 13000 13000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 40
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
024 002.08 BEFORE JCT BIRCHFIELD RD 2 04 03 01 08 12000+ 11000
024 002.08 AFTER JCT BIRCHFIELD RD 2 04 03 01 08 9700+ 9200
024 008.68 BEFORE JCT BEANE RD 2 04 03 02 09 2700+ 2600 2500
024 009.82 AFTER JCT DEN BESTE RD 2 05 04 03 12 2100+ 2100 2000
024 030.45 BEFORE JCT SR 241*COUNTY ROAD 2 05 05 02 12 1600 1800* 1600+ 1500
024 030.45 AFTER JCT SR 241*COUNTY ROAD 2 05 06 03 14 2600 2900* 2800+ 2600
024 038.45 BEFORE JCT SR 240 WYE CONN 2 05 07 10 22 2300+
024 038.74 AFTER JCT SR 240 WYE CONN 2 06 11 10 27 2700+
024 043.42 BEFORE REST AREA 2 04 05 02 11 4200+
024 043.50 AT ADC LOCATION S612 2 3000* 3300* 3300* 3100*
024 044.15 AFTER JCT SR 243 WYE CONN 3 07 10 06 23 710 860* 750+ 710
024 052.94 BEFORE JCT 24 SW RD 3 07 12 08 27 840+ 840 790
024 052.94 AFTER JCT 24 SW RD 3 1400* 1400 1300
024 054.20 AFTER JCT E SW RD 3 06 11 07 24 1300+ 1300 1200
024 079.62 BEFORE RAMP SR 26 3 7000* 7000 6600
STATE ROUTE NO 025 MAINLINE SR 2/DAVENPORT TO CANADA
025 000.00 AFTER JCT SR 2 2 06 03 01 10 1100+ 1200 1200
025 000.68 BEFORE JCT COUNTY ROAD 2 05 02 01 08 1000+ 1100 1100
025 006.64 AFTER JCT COUNTY ROAD 2 1200* 1200
025 032.17 AFTER JCT ENTERPRISE RD 2 10 08 01 19 400 610+ 640 630
025 057.73 BEFORE JCT ADDY-GIFFORD RD 2 530*
025 057.73 AFTER JCT ADDY-GIFFORD RD 2 450*
025 061.74 AFTER JCT THOMAS RD WYE CONN 2 13 11 02 26 480+ 510 530 530
025 081.04 BEFORE JCT SR 395 WYE CONN 2 1600*
025 081.11 AFTER JCT SR 395 WYE CONN 2 930 990 1000 990*
025 089.68 BEFORE JCT ORCHARD DR 2 06 08 08 22 660+ 690 690
025 097.00 AT ADC LOCATION P27 2 470* 480* 450* 440
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 41
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
025 098.66 AFTER JCT WILLIAMS LAKE RD 2 840* 890 930 920
025 109.08 AFTER JCT JOHNSON GRADE RD 2 05 09 08 22 870 920 900+ 900
025 113.73 BEFORE JCT 1ST ST 2 1600* 1600
025 113.74 AFTER JCT CITY ST (OLD SR 251) 2 04 07 11 22 910+ 900
025 121.23 INTERNATIONAL BOUNDARY 2 670* 700 690
STATE ROUTE NO 026 MAINLINE SR 90/VANTAGE TO SR 195
026 001.01 BEFORE JCT SR 243 WYE CONN 1 08 11 06 25 3700* 3700* 3900+ 3700
026 001.02 AFTER JCT SR 243 1 08 12 09 29 1700* 1400* 1500+ 1400
026 006.99 AFTER JCT BEVERLY-BURKE RD 1 09 08 08 25 2400+ 2300
026 012.03 BEFORE JCT L SW*ADAMS RD 1 2300* 2400 2200* 2300*
026 012.03 AFTER JCT L SW*ADAMS RD 1 2700* 2800 2400* 2500*
026 017.49 AFTER JCT G SW TO ROYAL CITY 1 06 09 06 21 2500+ 2400
026 019.01 BEFORE JCT E SW 1 2900 2900 2900* 2800
026 019.01 AFTER JCT E SW 1 07 12 09 28 3200+ 3100
026 021.12 BEFORE JCT DODSON RD 1 04 06 05 15 3100+ 3000
026 021.12 AFTER JCT DODSON RD 1 06 07 07 20 2700+ 2600
026 022.44 AFTER JCT CROOK RD 1 06 08 07 21 2500+ 2400
026 025.32 BEFORE JCT SR 262*A SE 1 07 12 09 28 2400* 2500 2300+ 2300
026 025.32 AFTER JCT SR 262*A SE 1 05 09 07 21 2300* 2300 2100+ 2000
026 038.56 BEFORE JCT THACKER RD 1 05 07 03 15 2500 2500 2600 2500+
026 038.56 AFTER JCT THACKER RD 1 3100*
026 039.58 BEFORE JCT TAYLOR*SUNSET ACRES RD 1 11 03 03 17 4700+ 4500
026 040.69 BEFORE JCT FIRST ST 1 05 06 03 14 5200+ 5300 5100
026 040.69 AFTER JCT FIRST ST 1 07 07 04 18 3500 3700+ 3800 3600
026 042.58 BEFORE JCT SR 17 1 3000* 3100 3400* 3600*
026 042.58 AFTER JCT SR 17 1 1600* 1700 1800* 1800*
026 043.06 AT ADC LOCATION R066 1 1800*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 42
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
026 045.71 AT FORMER ADC LOCATION R066 1 1800* 1800 1900 1800
026 050.83 BEFORE JCT IRBY RD 1 07 07 06 20 1400+ 1300
026 060.81 BEFORE RAMP SR 395 1 07 07 06 20 1300 1400 1300+ 1300
026 061.10 AFTER RAMP SR 395 1 08 04 02 14 2300+ 2200
026 070.59 AFTER JCT SR 21 1 07 05 03 15 1300+ 1300
026 082.99 BEFORE JCT SR 260*SR 261 1 1100 1100* 1100 1000
026 082.99 AFTER JCT SR 260*SR 261 1 05 07 05 17 1200 1100+ 1100 1100
026 091.45 BEFORE JCT GRAY RD 1 990* 1000 980
026 091.45 AFTER JCT GRAY RD 1 06 09 06 21 970+ 990 960
026 096.88 ENTERING WHITMAN COUNTY 1 1000* 1100 1100 1100
026 102.71 AFTER JCT LACROSSE AIRPORT RD 1 07 09 06 22 1200+ 1100
026 108.04 AFTER JCT WIGEN*SCHARPENBERG HILL 1 06 10 05 21 1100+
026 116.92 BEFORE JCT SR 127*DUSTY RD 1 08 07 08 23 1300+ 1400 1300
026 116.92 AFTER JCT SR 127*DUSTY RD 1 07 12 05 24 1900 1900+ 2000 2000
026 118.16 AFTER JCT BRINK RD 1 06 11 08 25 2100+ 2000
026 125.16 BEFORE JCT UNION FLAT CR*SOMMERS RD 1 2200* 2200
026 125.16 AFTER JCT UNION FLAT CR*SOMMERS RD 1 06 15 07 28 2200* 2000+
026 133.43 BEFORE JCT HARRIS GRADE*GREEN HOLLOW 1 3400* 3300
026 133.44 AFTER JCT SR 26 SPCOLFAX 1 1500* 1500
STATE ROUTE NO 026 SPUR COLFAX SR 26 TO SR 195
026SPCOLFAX 133.44 AFTER JCT SR 26 1 2800* 2900 2500* 2400
STATE ROUTE NO 027 MAINLINE SR 195/PULLMAN TO SR 290
027 000.00B AFTER JCT SR 195 2 4400*
027 002.27B BEFORE JCT SR 270 1 16000 16000 16000* 15000*
027 000.01 AFTER JCT SR 270 WYE CONN 1 19000*
027 000.74 BEFORE JCT STADIUM WAY 2 15000* 15000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 43
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
027 000.74 AFTER JCT STADIUM WAY 2 9700* 10000 10000* 10000
027 001.31 BEFORE JCT LARRY ST 2 05 01 06 8800+ 9000 8900
027 001.31 AFTER JCT LARRY ST 2 07 01 08 6400+ 6500 6500
027 002.20 AFTER JCT ALBION RD*WHELAN RD 3 06 01 01 08 2200+
027 007.75 BEFORE JCT TITUS RD 3 2100*
027 023.76 AT SILVER CREEK BRIDGE 3 08 02 10 1100 1200 1200 1300+
027 033.42 BEFORE JCT KELLEY RD 3 09 07 04 20 810+
027 043.81 BEFORE JCT CROCKETT RD 3 11 06 05 22 430+
027 051.73 BEFORE JCT FAIRBANKS RD 3 07 03 02 12 840+
027 077.30 AT ADC LOCATION P30 3 4800*
027 083.15 BEFORE JCT 32ND AVE 1 05 01 01 07 5100 5400 5700+ 5600
027 084.43 BEFORE JCT 16TH AVE 1 6000* 6000
027 084.51 AFTER JCT SALTESE RD NB 1 14000* 14000
027 084.94 BEFORE JCT 8TH AVE 1 17000* 17000
027 085.36 BEFORE JCT 1ST AVE 1 19000* 19000
027 085.44 BEFORE JCT SPRAGUE AVE 1 20000* 20000
027 085.44 AFTER JCT SPRAGUE AVE 1 23000* 24000
027 086.45 BEFORE JCT MISSION AVE 1 26000* 26000
027 086.45 AFTER JCT MISSION AVE 1 35000* 35000
027 086.54 AFTER RAMP SR 90 1 28000* 28000
027 086.72 AFTER JCT MONTGOMERY DR 1 18000* 18000
027 087.14 BEFORE JCT MARIETTA AVE 1 15000* 16000
027 087.68 BEFORE JCT SR 290 WYE CONN 1 11000 12000 15000* 15000
STATE ROUTE NO 028 MAINLINE SR 2 TO SR 2/DAVENPORT
028 000.00B AFTER JCT SR 2 1 12000* 13000* 14000 13000
028 000.51B BEFORE JCT 33RD ST NW 1 13000* 12000
028 001.26B BEFORE JCT 27TH ST NE 1 11000 12000 13000* 13000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 44
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
028 001.26B AFTER JCT 27TH ST NE 1 11000 12000 12000* 12000
028 001.90B BEFORE JCT 22ND ST NE 1 11000* 12000 12000
028 002.28B BEFORE JCT 19TH ST NE*19TH ST NW 1 11000 12000 12000* 12000
028 002.28B AFTER JCT 19TH ST NE*19TH ST NW 1 12000 14000* 14000* 14000
028 002.78B AFTER JCT 15TH ST NE*15TH ST NW 1 13000 13000 14000* 14000
028 003.03B AFTER JCT 13TH ST NE 1 04 03 01 08 13000 14000+ 15000 14000
028 003.28B AFTER JCT MAIN ST 1 11000* 11000
028 003.65B BEFORE JCT 9TH ST WYE CONN 1 06 05 02 13 11000+ 12000 12000 12000
028 003.80B BEFORE RAMP SR 285 1 18000* 18000
028 ** 003.84B AFTER JCT SR 28 COWENTCH C 1 07 09 04 20 3000+ 3100 3200 3100
028 004.25B AFTER JCT SR 285 1 29000* 29000
028 000.32 AFTER JCT GRANT RD WYE CONN 1 05 05 02 12 8800* 9100 9000+ 8800
028 002.30 BEFORE ROCK ISLAND HYDRO PARK 1 6500* 6800 7000 6900
028 002.30 AFTER ROCK ISLAND HYDRO PARK 1 7200* 7500 7700 7600
028 002.62 AFTER JCT S LYLE AVE 1 7300* 7600 7800 7700
028 003.35 AFTER JCT S NILE AVE*COUNTY ROAD 1 6600* 6900 8500* 8400
028 004.66 AFTER JCT ROCK ISLAND RD 1 6700* 7000 7200 7100
028 005.61 AFTER JCT ROCK ISLAND AVE 1 6000* 6200 6400 6300
028 008.08 BEFORE JCT ROCK ISLAND AVE WYE CONN 1 08 06 02 16 6600+ 6500
028 008.10 AFTER JCT ROCK ISLAND AVE WYE CONN 1 05 06 02 13 5800+ 5700
028 010.55 BEFORE JCT ROCK ISLAND GRADE 1 5100* 5300 5400 5300
028 010.55 AFTER JCT ROCK ISLAND GRADE 1 4900* 5100 5200 5100
028 013.44 BEFORE JCT SUNRISE LN 1 06 07 02 15 5000+ 5200 5300 5200
028 014.44 BEFORE JCT COLUMBIA RIVER SIDING RD 1 15 05 02 22 4200* 4300 5600+ 5500
028 014.44 AFTER JCT COLUMBIA RIVER SIDING RD 1 4800* 5000 5200* 5200
028 018.30 AFTER JCT VULCAN RD 1 4600* 4800 4900 4900
028 022.03 ENTERING GRANT COUNTY 1 09 07 03 19 5300* 5500 5200+ 5100
028 029.70 BEFORE JCT 1ST AVE SW 1 10000* 10000 10000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 45
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
028 029.77 BEFORE JCT CENTRAL AVE S*SR 281 2 12000* 11000* 12000 11000
028 029.77 AFTER JCT CENTRAL AVE S*SR 281 2 11000* 11000* 11000 11000
028 036.48 BEFORE JCT K4 NW 2 3500* 3600 3700 3700
028 037.23 BEFORE JCT J NW 2 3200* 3400 3500 3400
028 037.23 AFTER JCT J NW 2 3100* 3300 3400 3300
028 037.73 AFTER JCT 1.5 NW 2 3100* 3200 3300 3300
028 038.49 AFTER JCT H.7 NW 2 3000* 3100 3200 3200
028 039.22 AFTER JCT H NW 2 05 03 01 09 3100+ 3200 3300 3300
028 041.25 BEFORE JCT F NW 2 2900* 3000 3100 3100
028 041.25 AFTER JCT F NW 2 2900* 3100 3200 3100
028 042.00 BEFORE JCT SR 283 WYE CONN 2 05 03 01 09 3100+ 3200 3300 3300
028 042.20 AFTER JCT SR 283 WYE CONN 2 02 03 01 06 4500+ 4700 4900 4900
028 044.21 BEFORE JCT 13 NW 2 4800* 5000 5200 5200
028 044.21 AFTER JCT 13 NW 2 4900* 5100 5200 5300
028 044.57 AFTER JCT MARTIN RD 2 05 03 01 09 5400 5600 5800+ 5900
028 046.61 BEFORE JCT SR 282 WYE CONN 2 9300*
028 046.63 AFTER JCT SR 282 2 11000*
028 047.58 AFTER JCT W DIVISION ST 2 11000* 11000 11000 12000
028 049.13 BEFORE JCT B NW 2 6200* 6200
028 049.13 AFTER JCT B NW 2 6500* 6600
028 053.62 AFTER JCT A NE 2 06 02 01 09 660 650+ 680 660
028 070.33 BEFORE JCT O NE RD 2 07 03 01 11 660+ 690 710 680
028 070.35 AFTER JCT O NE RD WYE CONN 2 390 410 420 420*
028 087.92 AFTER JCT BATUM RD 2 14 10 03 27 700+
028 106.59 AFTER JCT COUNTY ROAD 2 11 05 04 20 420+ 430 410
028 130.37 BEFORE JCT CITY ST 2 1100 1200 1300* 1200
028 131.18 BEFORE JCT SR 2 2 07 01 01 09 1700 1800+ 1900 1800
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 46
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 028 COUPLET WENTCH SRMP 4.25B TO SRMP 3.84B
028COWENTCH ** 004.58 BEFORE JCT SR 28 EB 1 06 06 03 15 3900+ 4100 4200 4200
STATE ROUTE NO 031 MAINLINE SR 20/TIGER TO CANADA
031 000.00 AFTER JCT SR 20*COUNTY ROAD 2 09 05 01 15 1300 1400 1500 1300+
031 003.52 BEFORE JCT WISCONSIN AVE 2 09 03 01 13 2200* 2300 2400 2300+
031 006.91 BEFORE JCT COUNTY ROAD 2 08 03 02 13 1200+
031 006.91 AFTER JCT COUNTY ROAD 2 07 03 01 11 1200* 1300 1300 1300+
031 013.13 BEFORE JCT BOUNDARY RD 2 06 03 02 11 1500 1500+ 1600 1600
031 013.13 AFTER JCT BOUNDARY RD 2 06 03 02 11 1500+ 1500 1500
STATE ROUTE NO 082 MAINLINE SR 90 TO OREGON ST LINE
082 000.87 AFTER RAMP SR 90 5 11000* 12000 13000* 13000
082 002.53 BEFORE RAMP SR 821 5 12000* 13000 13000
082 003.46 AFTER RAMP SR 821 5 06 14 05 25 10000* 12000+ 12000 12000
082 024.83 AT ADC LOCATION R048 5 12000* 13000* 13000* 13000*
082 027.12 AFTER RAMP SR 821 5 16000 16000* 17000 16000
082 030.26 BEFORE RAMP REST HAVEN RD 5 05 10 03 18 18000 19000+ 19000 19000
082 030.79 AFTER RAMP REST HAVEN RD 5 40000 40000* 40000* 39000
082 031.78 AFTER RAMP SR 12-N 1ST ST 5 31000* 30000
082 034.02 AT ADC LOCATION P29 5 35000* 36000* 37000* 36000*
082 035.13 AFTER RAMP SR 24 5 30000 32000 33000 34000*
082 037.24 BEFORE RAMP SR 97 5 28000 28000* 29000 28000
082 038.48 AFTER RAMP SR 97 5 04 10 04 18 20000* 17000+ 18000 18000
082 048.50 AT ADC LOCATION P08 5 17000* 18000* 19000* 19000*
082 050.63 AFTER RAMP SR 22 WB 5 04 09 03 16 16000* 17000 17000+ 16000
082 055.08 AT ADC LOCATION R080 5 15000* 16000 16000* 16000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 47
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
082 059.05 AFTER RAMP SR 223 5 14000 15000 15000* 14000
082 064.17 AFTER RAMP CEMETERY RD 5 04 12 06 22 14000+
082 067.19 AFTER RAMP MIDVALE RD 5 06 15 06 27 12000+ 11000
082 068.40 BEFORE RAMP SR 241 5 12000 12000* 12000* 12000
082 069.49 AFTER RAMP SR 241 5 13000 15000* 15000* 14000
082 072.61 AFTER RAMP STOVER RD 5 05 12 04 21 10000+ 11000 11000 11000
082 079.42 BEFORE RAMP GAP RD 5 04 13 05 22 12000+
082 082.14 BEFORE RAMP SR 22 5 07 15 06 28 9200 9700 9900 9900+
082 082.89 AFTER RAMP SR 22 5 9400 10000 10000 10000*
082 096.08 BEFORE RAMP SR 224 5 11000 11000 11000* 11000
082 101.65 BEFORE RAMP SR 182 5 12000 12000 14000* 14000
082 102.87 AFTER RAMP SR 182 5 5100* 5100
082 105.15 AFTER RAMP GOOSE GAP RD 5 4900* 4900
082 112.27 BEFORE RAMP SR 395 5 4700 5000 5300 5700*
082 113.71 AFTER RAMP SR 395 5 9100* 9800 10000 11000*
082 121.20 AT ADC LOCATION P09 5 11000* 11000* 12000* 11000*
082 131.08 BEFORE RAMP SR 14-MCNARY RD 5 9700* 10000 11000* 11000
082 132.03 AFTER RAMP ADC LOCATION R086 5 11000* 12000* 13000* 13000*
STATE ROUTE NO 090 MAINLINE SR 5/SEATTLE TO IDAHO
090 ** 001.94 AFTER JCT 4TH AVE S*SR 519 5 31000* 33000 31000*
090 ** 002.79 AFTER RAMP SR 5 5 96000 100000* 107000 104000*
090 ** 003.52 AFTER RAINIER AVE 5 115000* 123000 108000*
090 ** 005.82 AFTER RAMP W MERCER WAY 5 107000 119000* 127000 109000*
090 ** 006.56 BEFORE RAMP 77TH AVE SE 5 103000 114000* 122000 105000*
090 ** 006.85 BEFORE RAMP ISLAND CREST WAY 5 96000 111000* 119000 103000*
090 ** 007.52 AFTER RAMP ISLAND CREST WAY 5 110000 125000* 133000 118000*
090 ** 008.59 AFTER RAMP E MERCER WAY 5 128000 138000* 148000 131000*
** REVERSIBLE TRAFFIC NOT INCLUDED * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 48
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
090 ** 008.88 AFTER RAMP BELLEVUE WAY SE 5 109000 119000* 128000 115000*
090 ** 009.01 BEFORE RAMP SR 405 5 109000 119000* 128000 115000*
090 009.61 AFTER RAMP BELLEVUE WAY SE 5 69000 79000* 85000 73000*
090 009.87 AFTER RAMP RICHARDS RD 5 48000 58000* 62000 52000*
090 011.14 AFTER RAMP 148TH AVE SE 5 60000 62000* 67000 69000*
090 013.15 BEFORE RAMP W LAKE SAMMAMISH PRKWY 5 81000 86000* 93000 91000*
090 014.65 AT ADC LOCATION S825 5 78000* 82000* 87000* 89000*
090 016.31 AFTER RAMP SR 900 5 50000 57000* 59000 60000*
090 017.69 AFTER RAMP 228TH AVE SE 5 33000 35000* 36000 37000*
090 018.38 AFTER RAMP E SUNSET WAY 5 36000 37000* 38000 39000*
090 020.75 AFTER RAMP HIGH POINT RD 5 35000 36000* 37000 38000*
090 023.54 AT ADC LOCATION S826 5 31000* 33000* 34000* 36000*
090 025.01 BEFORE RAMP SR 18 5 36000*
090 026.21 AFTER RAMP SR 18 5 45000* 48000 47000
090 030.23 BEFORE RAMP SR 202 5 35000* 37000 37000
090 031.00 AFTER RAMP SR 202 5 31000* 33000 33000
090 033.56 AT ADC LOCATION R039 5 26000* 27000* 28000* 28000*
090 034.67 AT EDGEWICK RD BRIDGE 5 23000* 24000 24000
090 037.37 BEFORE RAMP HOMESTEAD VALLEY RD 5 24000* 26000* 28000 25000*
090 041.75 BEFORE RAMP TINKHAM RD 5 28000* 30000 30000
090 042.84 AFTER RAMP TINKHAM RD 5 28000* 29000 29000
090 046.02 AFTER RAMP FOREST SERVICE RD #9030 5 27000*
090 051.67 BEFORE RAMP SR 906 5 25000* 27000 26000
090 063.31 AFTER RAMP STAMPEDE RD 5 21000 22000 23000 23000*
090 069.77 BEFORE RAMP W EASTON RD 5 05 16 05 26 21000 22000+ 22000
090 070.80 AFTER RAMP W EASTON RD 5 21000* 23000 24000 23000*
090 072.03 AFTER RAMP E EASTON RD 5 21000* 20000
090 074.38 AFTER RAMP W NELSON SIDING RD 5 25000* 24000
** REVERSIBLE TRAFFIC NOT INCLUDED * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 49
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
090 078.46 AFTER RAMP GOLF COURSE RD 5 25000* 24000
090 082.70 AT ADC LOCATION B04 5 21000* 22000* 23000 23000
090 085.06 AT ADC LOCATION R006 5 18000* 19000* 20000* 19000
090 086.18 AFTER RAMP SR 970 5 21000* 20000* 22000* 22000
090 094.02 AFTER RAMP ELK HEIGHTS RD 5 21000* 20000
090 105.56 BEFORE RAMP SR 97 5 22000* 21000
090 106.33 AFTER RAMP SR 97 5 19000* 20000 21000* 20000
090 110.13 BEFORE RAMP SR 82 5 23000* 22000
090 111.44 AFTER RAMP SR 82 5 14000* 13000
090 115.97 AFTER RAMP KITTITAS RD 5 13000* 13000
090 136.76 AT ADC LOCATION R042 5 12000* 12000* 13000* 12000*
090 138.28 AFTER RAMP SR 26 5 11000* 11000* 11000
090 149.41 BEFORE RAMP SR 281 5 12000* 12000 10000*
090 150.07 AFTER RAMP SR 281 5 7700* 10000* 10000 9400*
090 152.02 AFTER RAMP SR 281 SPBURKE 5 9900*
090 154.98 AFTER RAMP ADAMS RD 5 8600* 9100 9200 11000*
090 165.09 AFTER RAMP DODSON RD 5 11000* 11000 11000
090 170.12 AFTER RAMP HIAWATHA VALLEY RD 5 11000 11000 12000* 12000
090 174.81 AFTER RAMP HANSEN RD 5 05 10 03 18 11000+ 11000 11000 11000
090 175.68 BEFORE RAMP SR 171 5 05 08 03 16 15000* 16000 15000+ 15000
090 179.15 BEFORE RAMP SR 17 5 12000* 12000
090 180.33 AT ADC LOCATION R055 5 8500* 8900* 8800* 8800*
090 183.28 AFTER RAMP WHEELER RD 5 9900* 9900
090 185.28 AFTER RAMP RAUGUST RD 5 8400 8900 9400* 9100
090 189.34 AFTER RAMP WARDEN RD 5 05 13 03 21 7000+ 7200 7000
090 206.36 BEFORE RAMP SR 21 5 06 17 04 27 8200 8600 8800+ 8500
090 207.39 AFTER RAMP SR 21 5 06 17 04 27 8200+ 8000
090 218.83 AT ADC LOCATION P10 5 7800* 8200* 8500* 8300*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 50
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
090 221.55 BEFORE RAMP SR 261 5 10000*
090 222.27 AFTER RAMP SR 261 5 05 14 05 24 11000+ 11000 11000 11000
090 226.91 AFTER RAMP COKER RD 5 14000* 14000
090 244.86 BEFORE RAMP SR 23 5 05 18 06 29 12000 11000+ 12000 12000
090 245.75 AFTER RAMP SR 23 5 06 18 06 30 12000 12000+ 12000 12000
090 257.23 BEFORE RAMP SR 904 5 06 16 04 26 13000* 13000 13000 13000+
090 258.44 AT FORMER ADC LOCATION R014 5 12000* 12000* 13000 12000
090 270.29 BEFORE RAMP SR 904 5 15000* 14000
090 271.03 AFTER RAMP SR 904 5 23000* 23000
090 272.48 BEFORE RAMP SR 902 5 23000* 23000
090 273.19 AFTER RAMP SR 902 5 05 08 02 15 31000 32000+ 33000 33000
090 277.19 BEFORE RAMP SR 2 5 28000* 28000 29000 30000
090 280.16 BEFORE RAMP JEFFERSON ST 5 47000* 48000 50000 50000
090 284.45 AT FORMER ADC LOCATION R036 5 83000* 85000* 88000 89000
090 285.00 AT ADC LOCATION R036 5 90000*
090 285.75 AFTER RAMP SPRAGUE AVE 5 66000* 67000 69000* 70000
090 287.06 BEFORE RAMP ARGONNE RD 5 66000* 67000
090 289.36 BEFORE RAMP SR 27 5 59000 60000 60000* 61000
090 290.33 AFTER RAMP SR 27 5 45000* 46000 52000* 53000
090 294.45 AFTER RAMP BARKER RD 5 04 05 01 10 43000+ 48000 49000
090 295.29 AFTER RAMP GREENACRES RD 5 49000* 55000 56000
090 298.40 AT ADC LOCATION P24 5 33000* 37000* 38000*
090 299.82 AT JCT IDAHO RD*IDAHO STATE LINE 5 30000* 34000* 37000* 38000*
STATE ROUTE NO 090 REVERSIBLE LANE 090EXP AIRPORT WAY S TO SR 90
090RL090EXP 001.99 AFTER JCT AIRPORT WAY S 5 760* 810 810
090RL090EXP 006.58 BEFORE RAMP 77TH AVE SE 5 7700* 8300 13000*
090RL090EXP 006.74 BEFORE RAMP ISLAND CREST WAY 5 7100* 7600 11000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 51
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
090RL090EXP 007.45 AFTER RAMP 80TH AVE SE 5 1500* 1600 7100*
090RL090EXP 008.39 BEFORE RAMP SR 90 EB 5 1500* 1600 4900*
090RL090EXP 008.39 AFTER RAMP SR 90 EB 5 1500* 1700 2300*
090RL090EXP 008.90 AFTER RAMP SR 405 5 600* 650 730*
090RL090EXP 009.44 BEFORE RAMP SR 90 WB 5 600* 650 650
STATE ROUTE NO 092 MAINLINE SR 9 TO GRANITE FALLS
092 000.00 AFTER JCT SR 9 3 04 02 01 07 12000* 13000+ 13000 13000
092 000.56 AFTER JCT 99TH AVE NE*LAKE CASSIDY 3 12000* 12000 12000 13000*
092 001.46 AFTER JCT 113TH AVE NE 3 10000* 11000 11000 12000*
092 002.38 BEFORE JCT 127TH DR NE 3 11000*
092 002.38 AFTER JCT 127TH DR NE 3 9800*
092 002.68 AFTER JCT MACHIAS RD 3 9900* 10000 11000 10000*
092 004.48 AFTER JCT 64TH ST NE 3 8900* 9300 9500 9600
092 006.02 BEFORE JCT 84TH ST NE 3 8100* 8400 8600 8700
092 007.87 AFTER JCT JORDAN RD 3 9900* 10000 11000 11000
092 008.26 BEFORE JCT GRANITE AVE 3 9300* 9600 9900 10000
STATE ROUTE NO 096 MAINLINE SR 5 TO SR 9
096 000.13 AFTER JCT SR 5 OFF RAMP WYE CONN 2 31000* 32000 33000 33000
096 000.72 BEFORE JCT DUMAS RD*ELGIN WAY 2 26000* 28000 28000 29000
096 000.72 AFTER JCT DUMAS RD*ELGIN WAY 2 19000* 19000 19000 20000
096 001.37 BEFORE JCT SR 527*BOTHELL-EVERETT HWY 2 15000* 16000 17000 22000*
096 001.38 AFTER JCT SR 527 WYE CONN 2 21000* 22000 23000 24000*
096 002.38 BEFORE JCT 35TH DR SE 2 21000* 23000*
096 002.38 AFTER JCT 35TH DR SE 2 18000 19000 19000 22000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 52
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 097 MAINLINE OREGON ST. LN TO CANADA
097 000.00B OREGON STATE LINE 1 5300* 5200*
097 000.28 AFTER MARYHILL STATE PARK 1 06 20 05 31 4200+ 4200
097 001.89 AFTER JCT SR 14 1 06 13 04 23 4000+ 4300 4400 4400
097 002.31 AFTER JCT SR 14 1 3600* 3800 3700* 3700
097 002.59 AFTER JCT SR 97 COMARYHL 1 4600* 4800 5100* 4800
097 012.67 BEFORE JCT SR 142*STATE FRONTAGE RD 1 3600 3700 3800* 3700
097 012.67 AFTER JCT SR 142*STATE FRONTAGE RD 1 06 12 04 22 4400+ 4200
097 013.36 AFTER JCT STATE FRONTAGE RD 1 3800 3900* 3900 3700
097 015.17 AT ADC LOCATION R041 1 3900* 4000* 4000* 3800*
097 021.99 AFTER JCT BOX CANYON RD 1 3000 3200* 3200 3000
097 027.16 AFTER JCT SKI LODGE RD 1 11 15 06 32 3100+ 3100 2900
097 033.52 ENTERING YAKIMA COUNTY 1 06 22 08 36 2600+ 2600 2400
097 050.38 BEFORE JCT COUNTY ROAD 1 3000* 2900
097 050.38 AFTER JCT COUNTY ROAD 1 3100* 2900
097 054.18 BEFORE JCT TULE RD 1 3200*
097 056.96 AFTER WEIGH STATION 1 09 17 05 31 3200+ 3300 3300 3200
097 058.76 BEFORE JCT JENSEN RD 1 3300*
097 058.76 AFTER JCT JENSEN RD 1 3100 3200 3200 3500*
097 059.26 AFTER JCT ROCKY FORD RD 1 08 14 04 26 3800+ 3900 3900 3700
097 061.34 BEFORE JCT SR 22 WYE CONN 2 4300*
097 061.62 AFTER JCT SR 22 WYE CONN 2 5100*
097 066.30 AT ADC LOCATION P03 2 9000* 9200* 9400* 9500*
097 074.42 BEFORE JCT LATERAL A RD WYE CONN 2 05 05 02 12 12000 13000+ 13000 13000
097 074.57 AFTER JCT LATERAL A RD 2 05 06 02 13 19000+ 19000 20000
097 074.72 BEFORE JCT COUNTY RD*PRIVATE RD 2 16000+ 19000 19000 20000
097 075.63 BEFORE RAMP UNION GAP 2 04 05 02 11 19000+
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 53
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
097 075.63 AFTER RAMP UNION GAP 2 03 04 01 08 14000* 13000+ 14000
097 134.02 AFTER RAMP SR 90 1 9900* 10000 9000* 8600*
097 134.18 AFTER JCT DOLLAR WAY WYE CONN 1 22 15 04 41 2100 2200 2300 2300+
097 136.61 BEFORE JCT SR 10 1 3400*
097 136.61 AFTER JCT SR 10 1 2000*
097 149.69 BEFORE JCT SR 970 1 2000* 2100 2200 1900*
097 149.69 AFTER JCT SR 970 1 4100* 4400 4600 4300*
097 152.73 AFTER JCT LIBERTY RD 1 4200* 4500 4800 4400
097 156.34 AFTER JCT FOREST SERVICE ROAD #9738 1 4100* 4400 4600 4200
097 157.21 AFTER JCT DURST CR RD-FS RD #9705 1 08 13 04 25 4200+ 3900
097 159.21 BEFORE JCT OLD BLEWETT RD-FS #7320 1 4300* 4600 4800 4400
097 159.21 AFTER JCT OLD BLEWETT RD-FS #7320 1 3700* 4000 4200 3900
097 159.78 BEFORE SWAUK CAMPGROUND 1 06 12 04 22 4500* 4800 5000 3400+
097 159.78 AFTER SWAUK CAMPGROUND 1 4000* 4300 4500 4100
097 160.54 AFTER JCT PORKY BASIN RD-FS #121 1 4800* 5200 5400 5000
097 161.79 AFTER JCT FOREST SERVICE ROAD #126 1 3700* 4000 4100 3800
097 162.48 AFTER JCT FOREST SERVICE ROAD #130 1 4500* 4800 5100 4600
097 163.88 AFTER JCT SCOTTY CR RD-FS RD #9716 1 4400* 4700 5000 4500
097 172.50 BEFORE SCOTTY CREEK CAMPGROUND 1 05 09 02 16 4000+ 3700
097 178.19 AT ADC LOCATION R047 1 4400 4800 4500* 4100*
097 180.98 AT PESHASTIN CREEK BRIDGE 1 07 10 03 20 4200+
097 184.54 BEFORE JCT BLEWETT CUTOFF RD 1 6900* 6300
097 184.98 BEFORE JCT SR 2 WYE CONN 1 06 06 03 15 4100* 4100+ 4300 4000
097 213.11 AFTER JCT SR 2 WYE CONN 1 06 08 03 17 3500* 3100+ 3400 3400
097 213.36 AFTER JCT SR 97 SPORONDO 1 06 06 02 14 4800* 3800+ 4200 4100
097 215.53 AFTER JCT ORONDO RIV PK*FISHER LN 1 07 09 03 19 4200 4500 4600+ 4600
097 218.90 AFTER DAROGA STATE PARK 1 4300* 4300
097 220.50 AFTER JCT BRAYS RD 1 3800* 3800
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 54
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
097 224.47 AFTER JCT SUN COVE RD 1 08 10 04 22 3200 3400 3300+ 3300
097 229.93 BEFORE JCT GREENS CANYON RD 1 2900* 3100 3400 3300
097 233.16 BEFORE JCT CHELAN HILL ACRES RD 1 3000* 3300 3600 3600
097 235.10 BEFORE JCT SR 150 1 3600* 3900 4200 4000*
097 235.10 AFTER JCT SR 150 1 2100* 2300 2300* 2300*
097 240.15 BEFORE JCT SR 97AR*COUNTY RD #506 1 2300* 2300*
097 240.19 AFTER JCT SR 97AR WYE CONN 1 4000* 4000*
097 250.35 AT ADC LOCATION P11 1 3300* 3500* 3800* 3800*
097 253.38 BEFORE JCT SR 153 1 4200* 4200
097 253.38 AFTER JCT SR 153 1 5300* 5300
097 253.67 AFTER JCT WARREN AVE 1 4000*
097 257.92 BEFORE JCT INDIAN DAN CANYON RD 1 07 09 04 19 4500+ 4900 4900
097 259.67 BEFORE JCT W INDIAN AVE 1 06 04 01 11 5000+
097 259.69 AFTER JCT W INDIAN AVE 1 4800*
097 260.10 BEFORE JCT N 7TH ST 1 4300*
097 260.42 BEFORE JCT SR 173 1 4700* 5100 5600 5300*
097 260.45 AFTER JCT SR 173 WYE CONN 1 5600* 5800 6300 7900*
097 264.12 AT OKANOGAN RIVER BRIDGE 1 07 07 02 16 2200+ 2300 2500 2600
097 265.12 BEFORE WEIGH STATION 1 3000*
097 265.21 AFTER JCT SR 17 1 2600 2700 3000 3300*
097 278.48 AFTER JCT MALOTT BR BANDO RD 1 07 10 05 22 2400+ 2500 2700 2800
097 286.16 AT ADC LOCATION P23 1 3200* 3300* 3600* 3700*
097 286.18 AFTER JCT SR 20 1 09 06 03 18 3800+
097 291.24 BEFORE JCT SR 155 1 08 05 02 15 5400+ 5600
097 292.30 BEFORE JCT SR 215 WYE CONN 1 07 05 02 14 6100+ 6300
097 292.35 AFTER JCT RIVERSIDE DR WYE CONN 1 07 04 01 13 5900+ 6100
097 293.27 BEFORE JCT COPPLE RD 1 5800* 6000
097 293.33 AT ADC LOCATION R068 1 5200* 5400 5900 6100
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 55
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
097 298.71 BEFORE JCT TUNK CREEK RD 1 5300*
097 298.71 AFTER JCT TUNK CREEK RD 1 4800*
097 304.68 BEFORE JCT PINE CREEK RD 1 4100* 4300
097 304.68 AFTER JCT PINE CREEK RD 1 3500 3700* 4100* 4200
097 309.72 BEFORE JCT TONASKET-OROVILLE RD 1 4900*
097 309.72 AFTER JCT TONASKET-OROVILLE RD 1 4700*
097 310.82 BEFORE JCT JANIS RD 1 3600* 3700 4100 4700*
097 310.82 AFTER JCT JANIS RD 1 3500* 3700 4000 4900*
097 314.75 BEFORE JCT SEVENTH ST 1 4400* 4600 5000 6300*
097 314.83 BEFORE JCT SIXTH ST*SR 20 1 5900* 6200 6700 7100*
097 314.85 AFTER JCT SR 20 WYE CONN 1 6300* 6500 7100 6300*
097 315.42 BEFORE JCT WESTERN AVE 1 4100* 4300 4700 4200*
097 315.42 AFTER JCT WESTERN AVE 1 06 04 01 11 3600+ 3800 4100 4300
097 315.44 AFTER JCT WINESAP RD 1 4000 4200 4500 4600*
097 321.45 BEFORE JCT ELLISFORDE RD 1 3400 3500 3800 3800*
097 321.45 AFTER JCT ELLISFORDE RD 1 3100* 3400 4100*
097 325.18 BEFORE JCT MT HULL RD*COUNTY RD 1 05 06 01 12 2500+ 2600 2900 3000
097 325.18 AFTER JCT MT HULL RD*COUNTY RD 1 06 07 01 14 2500+ 2600 2800 2900
097 330.38 BEFORE JCT EAST OROVILLE RD 1 08 08 02 18 3500+
097 330.38 AFTER JCT EAST OROVILLE RD 1 4100*
097 331.72 BEFORE JCT 11TH AVE 1 7700*
097 331.72 AFTER JCT 11TH AVE 1 6800* 7100 7800 6600*
097 332.63 BEFORE JCT CITY ST 1 6200* 6400 7000 7300
097 332.70 AFTER JCT 23RD AVE 1 3700* 3900 3800 3400*
097 335.30 AT ADC LOCATION P22 1 3100* 2800* 2700* 2800*
097 336.13 AFTER JCT BOUNDARY POINT RD 1 05 03 02 10 2600* 2700 2600 2400+
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 56
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 097AR ALTERNATE ROUTE OLDS STATION TO CHELAN
097AR 200.17 AFTER RAMP SR 2 2 8500* 10000* 11000 10000
097AR 201.40 AT ADC LOCATION R059 2 5300* 6100* 6300* 6200*
097AR 205.19 AFTER JCT SWAKANE CANYON RD 2 06 03 09 5300 5500 6000+ 5900
097AR 223.18 BEFORE JCT SR 971-NAVARRE COULEE RD 2 06 03 01 10 3200+ 3400 3500 3400
097AR 223.20 AFTER JCT SR 971 WYE CONN 2 06 02 01 09 3000+ 3100 3300 3200
097AR 230.43 BEFORE JCT SR 971-SO LK SHORE RD 2 3300* 3800* 3900 3800*
097AR 230.46 AFTER JCT SR 971 WYE CONN 2 4200* 4800* 5000 5500*
097AR 233.60 BEFORE JCT WOODIN AVE 2 8100*
097AR 233.61 AFTER JCT PETERSON PL 2 3500*
097AR 233.91 BEFORE JCT FARNHAM ST 2 4100*
097AR 233.91 AFTER JCT FARNHAM ST 2 4300*
097AR 239.60 BEFORE JCT SR 97 WYE CONN 2 1700 1800 1800* 1800*
STATE ROUTE NO 097 COUPLET MARYHL MARYHILL S BND COUPLET
097COMARYHL ** 002.65 BEFORE JCT SR 14 SPMARYHL 1 06 13 06 25 2700+ 2800 3000 2900
STATE ROUTE NO 097 SPUR ORONDO SR 97/ORONDO TO SR 2
097SPORONDO 213.36 AFTER JCT SR 97 1 280* 310 310
STATE ROUTE NO 099 MAINLINE SR 5/FIFE TO SR 5/EVERTT
099 000.06 AFTER RAMP SR 5 1 19000* 20000 21000 21000
099 000.18 AFTER JCT PACIFIC HWY E*54TH AVE 1 18000* 19000 19000 19000
099 001.16 BEFORE JCT 70TH AVE E WYE CONN 1 16000* 17000 17000 17000
099 005.27 BEFORE JCT PORTER WAY 1 17000* 17000
099 005.96 AFTER JCT JOHNSON RD NE 1 16000* 16000
099 008.14 BEFORE JCT S 348TH ST*SR 18 1 17000* 17000* 18000 18000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 57
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
099 008.14 AFTER JCT S 348TH ST*SR 18 1 11000* 12000* 12000 12000
099 008.75 AFTER JCT 16TH AVE S WYE CONN 1 28000 28000* 28000 29000
099 009.10 BEFORE JCT S 333RD ST 1 30000* 31000 31000
099 009.10 AFTER JCT S 333RD ST 1 30000* 31000 32000
099 009.93 BEFORE JCT S 320TH ST WYE CONN 1 24000 25000* 25000 25000
099 009.95 AFTER JCT S 320TH ST WYE CONN 1 29000* 30000 30000
099 011.37 BEFORE JCT SR 509 WYE CONN 1 27000* 28000 28000
099 011.39 AFTER JCT SR 509 1 38000* 40000* 41000 41000
099 012.46 BEFORE JCT OLD SR 509 WYE CONN 1 36000* 35000* 36000 37000
099 012.49 AFTER JCT OLD SR 509 WYE CONN 1 31000* 31000* 32000 32000
099 012.92 AFTER JCT S 272ND ST 1 25000* 26000 26000
099 014.21 BEFORE JCT S 252ND ST WYE CONN 1 26000 26000* 27000 27000
099 015.45 BEFORE JCT SR 516 WYE CONN 1 32000* 31000* 31000 32000
099 015.49 BEFORE JCT SR 516 1 34000* 36000 37000 37000
099 015.54 AFTER JCT SR 516 WYE CONN 1 33000* 31000* 31000 32000
099 016.20 BEFORE JCT S 222ND ST 1 29000* 29000
099 016.28 AFTER JCT S 220TH ST 1 28000* 28000
099 017.52 BEFORE JCT S 200TH ST 1 31000* 32000 32000
099 017.52 AFTER JCT S 200TH ST 1 32000* 33000 33000
099 018.74 BEFORE SEA-TAC AIRPORT 1 41000* 42000 43000
099 019.09 BEFORE JCT S 176TH ST WYE CONN 1 31000* 32000 32000
099 019.10 AFTER JCT S 176TH ST 1 30000* 30000 31000
099 019.47 AFTER JCT S 170TH ST 1 25000* 25000 26000
099 020.30 BEFORE RAMP SR 518 1 32000* 33000 34000
099 020.46 AFTER RAMP SR 518 WB 1 31000* 31000 32000
099 020.52 AFTER JCT S 154TH ST 1 26000* 26000 27000
099 020.66 BEFORE JCT S 152ND ST 1 23000* 23000 23000
099 020.66 AFTER JCT S 152ND ST 1 22000* 23000 23000
* BASED ON ACTUAL COUNT
PAGE 58
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
099 021.45 BEFORE JCT S 140TH ST 1 18000* 18000 18000
099 022.02 BEFORE JCT S 132ND ST 1 17000*
099 022.02 AFTER JCT S 132ND ST 1 17000*
099 022.14 BEFORE JCT S 130TH ST 1 16000* 16000
099 022.54 BEFORE RAMP SR 99 NB 1 16000* 17000
099 023.29 AFTER RAMP PACIFIC HWY S 1 30000* 30000
099 026.01 BEFORE JCT HOLDEN ST WYE CONN 1 22000* 22000
099 028.26 BEFORE JCT DIAGONAL AVE 1 44000* 45000
099 028.27 AFTER JCT DIAGONAL AVE WYE CONN 1 45000* 45000
099 028.84 BEFORE RAMP SPOKANE ST EB 1 39000* 39000
099 029.88 BEFORE JCT SR 99 COVIADCT 1 63000* 63000* 64000
099 ** 030.65 BEFORE RAMP 1ST AVE S C 1 33000* 34000 35000
099 030.65 AFTER RAMP 1ST AVE S C 1 43000* 45000 45000
099 031.80 AFTER RAMP WESTERN AVE 1 42000* 43000 43000
099 032.82 AFTER RAMP BROAD ST 1 57000* 57000
099 034.73 BEFORE RAMP N 38TH ST 1 71000* 73000 74000
099 034.85 BEFORE JCT N 38TH ST 1 52000* 53000 54000
099 034.85 AFTER JCT N 38TH ST 1 49000* 49000
099 034.92 AFTER JCT N 39TH ST 1 57000* 58000 59000
099 035.67 BEFORE JCT N 50TH ST 1 39000* 40000
099 036.45 BEFORE JCT W GREEN LAKE WAY N 1 33000* 34000
099 036.45 AFTER JCT W GREEN LAKE WAY N 1 34000* 35000
099 037.46 BEFORE JCT N 85TH ST 1 32000* 34000* 34000
099 037.46 AFTER JCT N 85TH ST 1 35000* 35000
099 038.47 BEFORE JCT N NORTHGATE WAY*N 105TH 1 30000* 31000
099 038.47 AFTER JCT N NORTHGATE WAY*N 105TH 1 29000* 30000
099 040.47 BEFORE JCT N 145TH ST*SR 523 1 34000* 35000
099 040.48 AFTER JCT SR 523 WYE CONN 1 34000* 34000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT
PAGE 59
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
099 040.80 BEFORE JCT N 152ND ST 1 35000* 35000
099 040.80 AFTER JCT N 152ND ST 1 33000* 34000
099 040.98 AFTER JCT N 155TH ST WYE CONN 1 36000* 36000
099 041.48 BEFORE JCT N 165TH ST 1 39000* 40000
099 041.48 AFTER JCT N 165TH ST 1 39000* 39000
099 041.74 AFTER JCT N 170TH ST 1 35000 37000 39000* 40000
099 043.24 BEFORE JCT N 200TH ST 1 32000 34000 34000* 34000
099 043.24 AFTER JCT N 200TH ST 1 34000 35000 33000* 33000
099 043.48 BEFORE JCT N 205TH ST WYE CONN 1 34000* 34000
099 043.55 BEFORE RAMP SR 104 1 34000* 34000
099 043.67 AFTER RAMP SR 104 1 33000 34000 35000* 35000
099 043.89 BEFORE JCT 238TH ST SW WYE CONN 1 36000* 36000
099 043.91 AFTER JCT 238TH ST SW 1 33000* 34000
099 044.04 AFTER JCT 236TH ST SW 1 32000* 32000
099 044.89 BEFORE JCT 224TH ST SW 1 35000* 36000
099 044.89 AFTER JCT 224TH ST SW 1 36000* 36000
099 045.16 AFTER JCT 220TH ST SW 1 36000* 36000
099 045.43 BEFORE JCT 216TH ST SW 1 33000*
099 045.43 AFTER JCT 216TH ST SW 1 31000*
099 046.42 AFTER JCT 202ND ST SW 1 33000* 33000
099 046.83 BEFORE JCT SR 524 WYE CONN 1 34000* 34000
099 046.86 AFTER JCT SR 524 WYE CONN 1 37000* 37000
099 048.81 BEFORE JCT 168TH ST SW WYE CONN 1 37000* 38000
099 048.85 AFTER JCT 168TH ST SW WYE CONN 1 35000* 35000
099 050.55 BEFORE JCT SR 525 WYE CONN 1 39000* 40000 40000* 40000
099 050.57 AFTER JCT SR 525 WYE CONN 1 48000* 50000 56000* 56000
099 050.85 AFTER JCT SR 525 1 32000* 33000 34000* 34000
099 051.51 AFTER JCT MANOR WAY 1 35000* 36000 35000* 35000*
* BASED ON ACTUAL COUNT
PAGE 60
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
099 052.27 BEFORE JCT AIRPORT RD WYE CONN 1 28000* 30000 37000* 37000
099 052.29 AFTER JCT AIRPORT RD WYE CONN 1 25000* 26000 28000* 28000
099 053.45 BEFORE JCT EVERGREEN WAY*OLIVIA PK 1 27000* 28000 30000* 31000
099 053.53 AFTER JCT EVERGREEN WAY 1 11000* 12000 15000* 15000
099 054.55 BEFORE JCT 7TH AVE SE 1 29000* 30000 30000* 30000
099 054.55 AFTER JCT 7TH AVE SE 1 31000* 33000 31000* 32000
099 055.00 AFTER JCT CENTRAL MALL DR 1 30000* 30000
099 055.10 AFTER JCT EAST MALL DR 1 38000* 39000
099 055.22 BEFORE JCT S BROADWAY 1 28000* 29000 29000 30000
STATE ROUTE NO 099 COUPLET VIADCT SR 99 MP 31.72 TO 29.88
099COVIADCT ** 032.69 BEFORE RAMP FIRST AVE S 1 43000* 44000 45000
099COVIADCT 033.56 BEFORE JCT SR 99 1 32000* 32000
STATE ROUTE NO 100 MAINLINE SR 101 TO SR 100
100 000.00 AFTER JCT FIRST ST*SR 101 3 2600* 2700 1800* 2000
100 000.06 AFTER JCT 2ND AVE SW 3 940* 980 1000 1100
100 002.95 BEFORE JCT SR 100 SPCANBY 3 690* 720 740 790
100 002.97 AFTER JCT SR 100 SPCANBY WYE CONN 3 940* 980 1000 1100
100 004.68 BEFORE JCT SR 100 3 1100* 1100 1200 1200
STATE ROUTE NO 100 SPUR CANBY SR 100 TO US CG STATION
100SPCANBY 002.97 AFTER JCT SR 100 WYE CONN 3 1300* 1400 1400 1500
100SPCANBY 003.43 AFTER FORT CANBY STATE PARK 3 04 04 640+ 670 680 730
STATE ROUTE NO 101 MAINLINE OREGON ST LN TO SR 5/OLY
101 000.00 OREGON STATE LINE 1 4500* 4700 6000* 5900*
101 000.47 AT ADC LOCATION S841 NW LEG 1 5100*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 61
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
101 003.86 BEFORE JCT CHINOOK COUNTY PARK RD 1 06 01 07 4400+ 4600 4700 5000
101 004.60 BEFORE JCT PORTLAND ST 1 4900* 5100 5200 5500
101 004.60 AFTER JCT PORTLAND ST 1 5100* 5300 5400 5700
101 004.74 BEFORE JCT VALLEY ST*CHINOOK VALLEY 1 5100* 5300 5400 5800
101 004.74 AFTER JCT VALLEY ST*CHINOOK VALLEY 1 5400* 5600 5800 6200
101 004.95 AFTER JCT HAZEL ST 1 4500* 4700 4800 5200
101 005.14 AFTER JCT PINE ST 1 5200* 5400 5500 5900
101 007.14 AT CHINOOK RIVER BRIDGE 1 07 01 08 5800+
101 009.39 BEFORE JCT SR 101 SPSKINVL WYE CONN 1 06 02 08 3800+ 4000 4100 4400
101 009.41 AFTER JCT SR 101 SPSKINVL 1 06 01 07 2200+ 2300 2400 2500
101 011.57 BEFORE JCT SR 100*FIRST ST 1 3200* 3300 3200* 3400
101 011.57 AFTER JCT SR 100*FIRST ST 1 5400* 5600 5400* 5700
101 013.38 BEFORE JCT SR 103 1 6400* 6900
101 013.38 AFTER JCT SR 103 1 3500 3600 3700* 4000*
101 013.86 BEFORE JCT SANDRIDGE RD 1 3300* 3600
101 013.86 AFTER JCT SANDRIDGE RD 1 4900* 5200
101 015.71 BEFORE JCT JOHNSON RD 1 06 01 07 5000+ 5400
101 015.75 AFTER JCT SR 101 SPSKINVL 1 09 03 12 1900+ 1900
101 028.89 BEFORE JCT SR 4 1 09 03 01 13 1800+ 1800 1800
101 028.95 AT ADC LOCATION R074 1 2300* 2400* 2400* 2400*
101 035.68 AFTER JCT NORTH NEMAH RD 1 12 08 03 23 2600+ 2700
101 045.21 AT BONE RIVER BRIDGE 1 3400* 3500
101 048.51 BEFORE BRUCEPORT COUNTY PARK 1 11 06 01 18 3200+ 3200 3200
101 048.51 AFTER BRUCEPORT COUNTY PARK 1 11 05 02 18 3100* 2900+ 3000
101 053.57 BEFORE JCT CITY ST 1 3500* 3500 3100*
101 054.70 BEFORE JCT WATER ST 1 8800* 9000 9100
101 054.72 BEFORE JCT WASHINGTON ST 1 7400*
101 054.72 AFTER JCT WASHINGTON ST 1 7400*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 62
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
101 057.12 AFTER JCT CITY ST*PORT OF WILLAPA 1 10000* 10000 8000*
101 058.02 AFTER JCT FOWLER ST*PVT RD (GATED) 1 11000*
101 058.15 AFTER JCT OCEAN AVE 1 11000*
101 058.48 BEFORE JCT SR 6 1 10000 10000* 10000* 10000
101 058.48 AFTER JCT SR 6 1 12000 12000* 14000* 15000*
101 058.79 AFTER JCT DURYEA ST 1 6900* 7100 7300 8400*
101 059.38 BEFORE JCT SR 105 Y CONN*MONOHON RD 1 8900*
101 059.69 AFTER JCT SR 105 WYE CONN 1 4800*
101 059.88 BEFORE JCT WATER ST 1 4700*
101 059.88 AFTER JCT WATER ST 1 4700*
101 060.81 BEFORE JCT BUTTE CREEK RD 1 5200* 5400 5400
101 063.12 BEFORE JCT SMITH CREEK RD 1 11 07 01 19 3900 4000 4100 4500+
101 067.18 ENTERING GRAYS HARBOR COUNTY 1 13 08 01 22 4300+
101 074.37 BEFORE JCT NORTH RIVER RD 1 4200* 4300 4400 4700*
101 074.37 AFTER JCT NORTH RIVER RD 1 4800* 5000 5100 5200*
101 076.81 BEFORE JCT SR 107 WYE CONN 1 15 08 01 24 5900+ 6000
101 076.91 AFTER JCT SR 107 1 3700* 3800
101 080.60 BEFORE JCT CITY ST*E SECOND ST 1 4500* 4500
101 080.60 AFTER JCT CITY ST*E SECOND ST 1 5700* 5700
101 081.10 BEFORE JCT E ST 1 6300* 6200* 6400 6500
101 081.10 AFTER JCT E ST 1 6800* 7100 7300 7300
101 081.27 AFTER JCT H ST 1 9500* 9600
101 083.02 BEFORE JCT SR 105 SPBOONE 1 11000*
101 083.02 AFTER JCT SR 105 SPBOONE 1 9500*
101 083.17 AFTER JCT SR 105 1 32000* 30000*
101 083.48 AFTER RAMP W STATE ST 1 11000* 11000
101 ** 083.72B AFTER JCT HERON ST*SR 12 EB C 1 7800* 7900
101 083.75 BEFORE JCT S H ST C 1 17000 18000 19000* 19000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 63
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
101 ** 083.75 AFTER JCT S H ST C 1 14000* 14000
101 084.30 BEFORE JCT ALDER ST*W WISHKAH ST C 1 11000* 14000 14000
101 084.37 BEFORE JCT W MARKET ST C 1 12000* 12000
101 084.37 AFTER JCT W MARKET ST C 1 11000 12000* 12000* 12000
101 085.78 AFTER JCT MYRTLE ST C 1 13000 14000 13000* 13000
101 087.21 BEFORE JCT 16TH ST C 1 15000* 15000
101 087.40 AT HOQUIAM RIVER BRIDGE C 1 15000* 15000
101 087.47 BEFORE JCT SR 101 COABERDN WYE CONN C 1 10000* 10000
101 087.66 AFTER JCT SR 109 1 13000* 13000
101 088.23 AFTER JCT SMITH AVE 1 9400* 9500
101 089.02 BEFORE JCT SR 109 SPLONNGR 1 6700* 6700* 6800
101 089.02 AFTER JCT SR 109 SPLONNGR 1 12 07 02 21 6800* 6400+ 6400
101 091.92 BEFORE JCT OCEAN BEACH RD 1 17 08 01 26 4700+ 4800
101 091.92 AFTER JCT OCEAN BEACH RD 1 16 11 02 29 3400+ 3300
101 094.11 BEFORE JCT COUNTY ROAD 1 3200* 3100
101 094.11 AFTER JCT COUNTY ROAD 1 21 13 02 36 2900+ 2800
101 100.76 BEFORE JCT LARSON BROTHERS RD 1 13 07 01 21 2500+ 2400 2500 2500
101 101.94 BEFORE JCT E HOQUIAM RD 1 18 12 02 32 2600+ 2600
101 104.55 AT ADC LOCATION R054 1 2700* 2600* 2700* 2700
101 109.28 BEFORE JCT CO RD #36620*KIRKPATRICK 1 18 11 03 32 2400+ 2400
101 109.28 AFTER JCT CO RD #36620*KIRKPATRICK 1 18 11 03 32 2100+ 2100
101 112.58 BEFORE JCT DONKEY CREEK RD 1 2000* 2000
101 112.58 AFTER JCT DONKEY CREEK RD 1 16 12 03 31 1800+ 1800
101 118.19 BEFORE JCT QUINAULT RIDGE RD 1 18 11 03 32 1700+ 1600
101 120.10 BEFORE JCT MOCLIPS HWY 1 13 06 02 21 1900+ 2000 1900
101 120.10 AFTER JCT MOCLIPS HWY 1 13 05 02 20 2000+ 2100 2100
101 126.43 BEFORE JCT LAKE QUINAULT ROAD 1 1800* 1800
101 126.43 AFTER JCT LAKE QUINAULT ROAD 1 12 06 02 20 2400+ 2300
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 64
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
101 128.63 AFTER JCT NORTH SHORE RD 1 2000* 2000 2100 2000*
101 129.19 BEFORE JCT HAAS RD 1 14 07 01 22 2100+ 2000 2100 2100
101 137.53 BEFORE JCT WEST BOUNDARY ROAD 1 21 07 04 32 1100+ 1100
101 137.53 AFTER JCT WEST BOUNDARY ROAD 1 15 07 04 26 950+ 950
101 144.57 BEFORE JCT QUEETS RIVER RD 1 1100* 1100 910 910
101 146.98 BEFORE JCT CLEARWATER RD 1 11 06 05 22 1000* 1000 870+ 870
101 146.98 AFTER JCT CLEARWATER RD 1 11 06 05 22 840+ 840
101 152.20 AT QUEETS RIVER BRIDGE 1 11 06 05 22 760+ 750
101 157.69 AFTER KALALOCH CAMPGROUND 1 940*
101 162.24 BEFORE JCT BIG CEDAR RD 1 15 06 04 25 800+ 800
101 162.24 AFTER JCT BIG CEDAR RD 1 09 07 05 21 830+ 830
101 167.59 BEFORE JCT LOWER HOH RD 1 10 07 05 22 730+ 720
101 167.59 AFTER JCT LOWER HOH RD 1 11 06 05 22 770 760 800+ 800
101 176.01 BEFORE JCT CLEARWATER HONOR CAMP RD 1 13 07 05 25 900+ 890
101 176.67 AT HOH RIVER BRIDGE 1 15 09 05 29 1500+ 1500
101 178.49 BEFORE JCT UPPER HOH RD 1 12 08 03 23 1200+ 1200
101 178.49 AFTER JCT UPPER HOH RD 1 15 09 03 27 1800* 1800 1300+ 1300
101 183.96 AFTER JCT S BOGACHIEL RD 1 12 09 03 24 1300+ 1300
101 185.97 BEFORE JCT UNDIE RD 1 11 08 03 22 1400+ 1500
101 190.02 BEFORE JCT RUSSELL RD 1 2100 2100 2100* 2100
101 191.26 BEFORE JCT E ST SE*E ST SW 1 6800* 6800 6300* 6400
101 191.26 AFTER JCT E ST SE*E ST SW 1 7400* 7500 7200* 7300
101 191.64 BEFORE JCT CALAWAH WAY 1 11000* 11000
101 191.73 AFTER JCT CAMPBELL ST NW 1 8200* 8200
101 193.12 BEFORE JCT SR 110-LA PUSH RD 1 08 02 01 11 5900+ 5900
101 193.12 AFTER JCT SR 110-LA PUSH RD 1 11 03 01 15 4200 4300 4500+ 4500
101 199.86 BEFORE JCT LAKE CREEK RD 1 12 04 01 17 3700+ 3700
101 203.86 BEFORE JCT SR 113-BURNT MTN RD 1 13 08 03 24 3000 3000 3000+ 3100
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 65
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
101 203.93 AT ADC LOCATION R073 1 2700* 2700* 2800* 2800*
101 216.37 BEFORE JCT FOREST SERVICE RD #2918 1 1800* 1800
101 216.37 AFTER JCT FOREST SERVICE RD #2918 1 14 10 02 26 1900+ 1900
101 220.92 BEFORE FAIRHOLM CAMPGROUND 1 2500* 2500
101 227.88 BEFORE ROAD TO BARNES POINT 1 13 09 03 25 2500+ 2500
101 232.57 BEFORE JCT LAKE SUTHERLAND RD 1 2400*
101 232.57 AFTER JCT LAKE SUTHERLAND RD 1 13 08 03 24 2300+
101 242.61 BEFORE JCT SR 112 1 08 06 02 16 2900+ 2900
101 242.61 AFTER JCT SR 112 1 6700* 7000 6900* 6900
101 242.83 AFTER JCT LAIRD RD 1 6800* 7100 7000* 7000
101 246.07 BEFORE RAMP SR 117-TUMWATER TRUCK RTE 1 06 03 01 10 11000* 12000+ 12000 12000
101 247.12 BEFORE JCT LAUREL ST 1 11000* 11000 11000
101 247.56 BEFORE JCT E 8TH ST 1 8400* 8200* 8300
101 248.06 BEFORE JCT SR 101 WB*E 1ST ST 1 12000* 12000
101 ** 248.06 AFTER JCT SR 101 WB*E 1ST ST C 1 11000* 11000 12000* 12000
101 249.61 BEFORE JCT SR 101 COPRTANG WYE CONN C 1 17000* 18000 20000* 20000
101 249.63 BEFORE JCT GOLF COURSE RD C 1 16000* 16000 17000 17000
101 249.65 AFTER JCT SR 101 COPRTANG 1 28000* 29000 34000* 34000
101 251.01 BEFORE JCT LARCH AVE 1 28000* 28000
101 251.06 AFTER JCT MT PLEASANT RD 1 24000* 24000
101 251.53 BEFORE JCT MASTERS RD 1 20000* 21000 23000* 23000
101 251.53 AFTER JCT MASTERS RD 1 20000* 20000 23000* 23000
101 253.10 BEFORE JCT DEER PARK RD 1 19000* 20000 22000* 22000
101 253.10 AFTER JCT DEER PARK RD 1 19000* 19000 21000* 21000
101 254.80 AT ADC LOCATION R069 1 19000* 19000* 20000* 20000*
101 255.13 AFTER JCT OLD OLYMPIC HWY WYE CONN 1 04 03 01 08 16000* 16000+ 16000
101 256.42 AFTER JCT BLUE MOUNTAIN*LEWIS RDS 1 14000 15000 14000* 14000
101 259.95 BEFORE JCT KITCHEN-DICK RD*KIRK RD 1 06 03 01 10 15000* 16000+ 16000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 66
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
101 259.95 AFTER JCT KITCHEN-DICK RD*KIRK RD 1 16000* 15000* 15000
101 260.47 AFTER JCT BOYCE RD N*BOYCE RD S 1 15000* 15000 16000 16000
101 260.73 AFTER JCT JOSLIN RD 1 15000* 16000 16000 16000
101 261.25 BEFORE JCT CARLSBORG*HOOKER ROADS 1 14000 15000 16000* 16000
101 262.02 AFTER JCT GILBERT RD*TAYLOR CUTOFF 1 18000 19000 20000 21000*
101 264.58 BEFORE JCT SEQUIM AVE 1 19000* 19000
101 264.58 AFTER JCT SEQUIM AVE 1 19000* 19000
101 265.47 BEFORE JCT W SEQUIM BAY RD 1 05 03 01 09 15000+ 15000 15000
101 267.21 AFTER JCT WHITEFEATHER WAY 1 06 04 01 11 15000+ 14000
101 274.65 ENTERING JEFFERSON COUNTY 1 11000*
101 281.81 AT ADC LOCATION R023 1 9300* 9600* 10000* 9800*
101 282.56 BEFORE JCT SR 20 1 9600* 10000 9800
101 282.75 AFTER JCT E UNCAS RD N 1 06 06 02 14 7100+ 7400 7300
101 284.63 BEFORE RAMP SR 104 1 06 04 01 11 7200+
101 284.95 AFTER RAMP SR 104 1 07 05 01 13 2000+
101 286.75 BEFORE JCT BOULTON RD 1 1700* 1800
101 286.75 AFTER JCT BOULTON RD 1 09 07 03 19 1800+ 1900
101 287.83 AFTER JCT LELAND VALLEY*BOULTON RD 1 06 07 02 15 1600+ 1600 1600 1700
101 293.52 AT LITTLE QUILCENE RIVER BRIDGE 1 05 04 01 10 2800+ 2800 2800
101 294.62 AFTER JCT CENTER RD WYE CONN 1 4600 4500* 4400 4500
101 296.65 AT BIG QUILCENE RIVER BRIDGE 1 10 08 04 22 2500 2500 2500+ 2500
101 303.26 BEFORE JCT HJELVICK RD WYE CONN 1 08 05 02 15 2500+
101 306.41 BEFORE JCT BRINNON LN 1 08 05 01 14 2500* 2600 2600 2800+
101 306.41 AFTER JCT BRINNON LN 1 08 04 01 13 3000+
101 309.99 AFTER JCT DUCKABUSH RD 1 10 09 05 24 2000 2100 2300+ 2300
101 314.63 ENTERING MASON COUNTY 1 09 06 02 17 1600* 1600 1600 2000+
101 314.93 AFTER JCT WEBSTER LN 1 09 08 03 20 1800+ 1800 1800 1900
101 321.42 BEFORE JCT JORSTED CR RD-FS RD #24 1 09 06 02 17 1600* 1600 1600 2200+
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 67
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
101 324.80 AT ADC LOCATION P18 1 2300* 2400* 2400* 2400*
101 327.33 AFTER JCT LILLIWAUP ST 1 08 07 02 17 2500+ 2600 2600 2700
101 328.04 BEFORE JCT W CANAL VIEW RD 1 2600* 2600
101 328.04 AFTER JCT W CANAL VIEW RD 1 2600* 2700
101 331.69 BEFORE JCT NORTH HILL*FINCH CR RDS 1 3100* 3200
101 331.74 BEFORE JCT SR 119-LAKE CUSHMAN RD 1 3500* 3600
101 331.74 AFTER JCT SR 119-LAKE CUSHMAN RD 1 5400* 5500
101 331.96 AFTER JCT OLD MILL HILL RD 1 5900* 6000
101 337.00 BEFORE JCT SR 106 1 5400*
101 337.00 AFTER JCT SR 106 1 06 02 01 09 5300+
101 341.43 BEFORE JCT BROCKDALE RD 1 07 03 01 11 6100+
101 341.43 AFTER JCT BROCKDALE RD 1 06 03 01 10 5900+
101 343.44 BEFORE JCT SR 102 1 06 03 09 5800+
101 343.44 AFTER JCT SR 102 1 06 03 09 8500+
101 344.72 AFTER JCT FAIRGROUNDS RD 1 06 03 09 11000* 11000 11000 9300+
101 346.47 BEFORE RAMP SHELTON-MATLOCK RD 1 05 03 08 9800+ 9900 10000
101 346.80 AT SHELTON-MATLOCK RD BR 1 05 03 08 9100+ 9200 9500
101 348.95 BEFORE RAMP SR 3 1 05 04 01 10 11000* 12000 12000 13000+
101 353.05 BEFORE RAMP OLYMPIC HWY-SR 108 1 04 02 01 07 19000 20000+ 21000 22000
101 353.81 AFTER RAMP OLYMPIC HWY-SR 108 1 03 02 01 06 17000 17000+ 18000 18000
101 356.19 AT KENNEDY CREEK BRIDGE 1 18000* 19000
101 359.82 BEFORE JCT STEAMBOAT ISLAND 1 20000* 20000
101 359.84 AFTER JCT STEAMBOAT ISL RD WYE CONN 1 23000 24000 25000* 26000
101 361.37 AT ADC LOCATION R003 NORTH 1 23000* 24000* 24000* 25000*
101 361.70 AT ADC LOCATION R003 EAST 1 37000* 38000* 39000* 40000*
101 362.83 AFTER RAMP 2ND AVE SW 1 04 03 01 08 27000 30000+ 31000 32000
101 364.79 BEFORE RAMP BLACK LAKE BLVD 1 38000*
101 366.14 BEFORE RAMP COOPER POINT RD SW 1 52000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 68
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 101 COUPLET ABERDN LEVEE ST TO STATE ST RMP
101COABERDN ** 087.50 AFTER JCT SR 101 WYE CONN 1 5800* 6000 7500* 7600
101COABERDN 087.60 AFTER JCT SR 109 COHQUIAM 1 7700* 8000 8200 8300
101COABERDN 089.38 BEFORE JCT MYRTLE ST 1 14000 14000 14000* 14000
101COABERDN 090.71 BEFORE JCT W MARKET ST 1 12000* 14000* 14000
101COABERDN 090.71 AFTER JCT W MARKET ST 1 11000* 12000* 12000
101COABERDN 090.78 AFTER JCT W WISHKAH ST 1 11000* 11000 11000
101COABERDN 090.86 AFTER JCT W HERON ST*S PARK ST 1 10000* 11000 11000
101COABERDN 090.92 AFTER JCT S ALDER ST 1 9600* 9800 10000
101COABERDN 091.48 BEFORE JCT SR 101*SR 12 WYE CONNS 1 14000 14000 15000* 15000
101COABERDN 091.48 AFTER JCT SR 101*SR 12 WYE CONNS 1 12000* 12000
101COABERDN 091.51 AFTER JCT S H ST 1 11000* 11000
STATE ROUTE NO 101 COUPLET PRTANG MP 249.65 TO E FIRST ST
101COPRTANG ** 249.68 AFTER JCT SR 101 E BND WYE CONN 1 17000* 17000 19000* 19000
101COPRTANG 251.25 BEFORE JCT N LINCOLN ST*E FRONT ST 1 12000* 13000 14000* 14000
101COPRTANG 251.32 BEFORE JCT SR 101*E FIRST ST 1 9200* 9300
STATE ROUTE NO 101 SPUR SKINVL SR 101 TO SR 101
101SPSKINVL 010.01 BEFORE JCT SR 101 WYE CONN 2 06 01 07 3800+ 4100
STATE ROUTE NO 102 MAINLINE CORRECTION CTR TO SR 101
102 002.86 BEFORE JCT SR 101 3 2500 2500* 2600 2900*
STATE ROUTE NO 103 MAINLINE SR 101 T0 OCEAN PARK
103 000.00 AFTER JCT SR 101 3 7800* 9600*
103 001.02 BEFORE JCT 10TH ST SW*10TH ST SE 3 8200* 8400 8600 8600
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 69
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
103 001.02 AFTER JCT 10TH ST SW*10TH ST SE 3 8100* 8300 8500 8500
103 001.39 BEFORE JCT BOLSTAD ST 3 7400* 7600 7700 8800*
103 001.39 AFTER JCT BOLSTAD ST 3 6800* 6900 7100 8200*
103 011.09 BEFORE JCT VERNON AVE*BAY ST 3 04 01 05 3800+ 3900 3900 3900
103 011.09 AFTER JCT VERNON AVE*BAY ST 3 3900* 4000 4000 4000
103 011.36 BEFORE JCT U ST 3 03 01 04 3100+ 3100 3200 3200
103 011.63 AFTER JCT Z PL 3 1900* 1900
103 012.33 AFTER JCT 271 ST 3 1700* 1700
103 012.82 BEFORE JCT 281 ST 3 1100* 1100
103 013.34 AFTER JCT JOE JOHNS RD 3 810* 810
103 013.64 AFTER JCT ROWE WAY-291 RD 3 740* 740
103 014.73 BEFORE JCT SAUNDERS RD 3 660* 660
103 016.09 AFTER JCT OYSTERVILLE CEMETERY RD 3 430* 430
103 016.25 AFTER JCT OYSTERVILLE RD 3 190* 190
STATE ROUTE NO 104 MAINLINE SR 101 TO SR 522/LAKE FOREST PARK
104 000.41 AFTER JCT SR 104 W BND 1 5800*
104 008.87 BEFORE JCT SR 19-BEAVER VALLEY RD 1 05 03 01 09 6500+
104 008.87 AFTER JCT SR 19-BEAVER VALLEY RD 1 05 04 01 10 11000 12000 12000 11000+
104 013.76 BEFORE JCT PARADISE BAY RD*SHINE RD 1 05 04 02 11 11000 11000 11000 12000+
104 013.92 AT ADC LOCATION R085 1 13000* 14000* 14000* 14000*
104 015.59 AFTER JCT SR 3 WYE CONN 1 4900* 5000 5000
104 016.51 BEFORE JCT GAMBLE WAY 1 4700* 4800 4800
104 020.58 BEFORE JCT SR 307 1 5600* 5800 6300*
104 020.58 AFTER JCT SR 307 1 13000* 14000 16000*
104 020.88 AFTER JCT RITTER RD 1 05 01 06 10000+ 11000 11000 11000
104 024.23 BEFORE JCT ILLINOIS AVE 1 7100* 8000* 8200 9000*
104 ** 024.23 AFTER JCT ILLINOIS AVE C 1 4300*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 70
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
104 024.32 AFTER JCT IOWA AVE C 1 4800*
104 024.45B KINGSTON FERRY LANDING C 1 2600* 2800* 2600* 2800*
104 024.45 BEFORE JCT RAILROAD AVE 1 5200* 5500* 5200* 5700
104 025.13 BEFORE JCT SR 524 SP3RDAVE 1 8700*
104 025.15 AFTER JCT SR 524 SP3RDAVE WYE CONN 1 8700*
104 026.43 BEFORE JCT 100TH AVE W 1 19000* 19000 19000* 19000
104 026.43 AFTER JCT 100TH AVE W 1 23000* 24000 24000* 24000
104 026.80 BEFORE JCT 95TH PL W 1 21000*
104 027.12 BEFORE JCT 232ND ST SW 1 20000 20000 21000* 22000
104 027.12 AFTER JCT 232ND ST SW 1 21000 22000 21000* 21000
104 027.52 BEFORE JCT 238TH ST SW WYE CONN 1 23000 23000* 23000* 23000
104 027.71 BEFORE JCT 240TH ST SW WYE CONN 1 21000* 21000* 23000*
104 027.79 BEFORE RAMP SR 99 SB 1 22000* 23000*
104 028.07 AFTER RAMP SR 99 NB 1 21000* 22000 23000 23000
104 028.69 AFTER JCT 244TH ST SW EB 1 36000* 38000 39000 39000
104 028.83 AFTER JCT 76TH AVE NE*MERIDIAN AVE 1 39000 41000 44000* 44000
104 029.33 BEFORE JCT 5TH AVE NE 1 46000*
104 029.33 AFTER JCT 5TH AVE NE 1 47000*
104 029.41 BEFORE JCT 6TH AVE NE 1 50000*
104 029.41 AFTER JCT 6TH AVE NE 1 50000*
104 030.14 BEFORE JCT 19TH AVE NE 1 21000 22000 22000* 22000
104 030.14 AFTER JCT 19TH AVE NE 1 22000 23000 23000* 23000
104 030.55 BEFORE JCT NE 195TH ST*25TH AVE NE 1 21000 22000 21000* 21000
104 030.57 AFTER JCT NE 195TH ST WYE CONN 1 18000 19000 18000* 18000
104 031.39 AFTER JCT 37TH AVE 1 18000* 19000 18000*
104 031.72 AFTER JCT NE 184TH ST*40TH PL NE 1 20000 21000* 22000 20000*
104 031.98 AFTER JCT 178TH ST 1 24000* 25000 23000*
104 032.15 BEFORE JCT NE 175TH ST 1 25000* 25000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT
PAGE 71
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
104 032.25 BEFORE JCT SR 522 WYE CONN 1 23000* 20000*
STATE ROUTE NO 104 COUPLET KNGSTN FERRY LND TO ILLINOIS AV
104COKNGSTN ** 024.53 AFTER KINGSTON FERRY LANDING 1 2600* 2800* 2600* 2800*
104COKNGSTN 024.79 BEFORE JCT IOWA AVE 1 4100*
STATE ROUTE NO 105 MAINLINE SR 101/RAYMOND TO SR 101
105 000.02 AFTER JCT SR 101 WYE CONN 2 4000*
105 018.60 BEFORE JCT TOKELAND RD 2 1000* 1000 1100 1100*
105 018.60 AFTER JCT TOKELAND RD 2 07 03 10 1800+
105 030.21 BEFORE JCT SR 105 SPWESTPT*SCHAFER 2 4100*
105 030.29 AFTER JCT SR 105 SPWESTPT 2 2900*
105 031.95 AT ADC LOCATION R043 2 5100* 5400* 5300*
105 047.39 BEFORE JCT TAFT RD 2 09 04 01 14 6400+ 6500
105 047.64 BEFORE JCT EDWARD P SMITH DR 2 7200* 7200
105 048.76 BEFORE JCT SR 101 2 17000 18000 19000 18000*
STATE ROUTE NO 105 SPUR BOONE SR 105 TO SR 101
105SPBOONE 048.81 BEFORE JCT SR 101-W CURTIS ST 2 1700* 1800 1500*
STATE ROUTE NO 105 SPUR WESTPT SR 105 TO WESTPORT
105SPWESTPT 030.29 AFTER JCT SR 105 WYE CONN 3 2800*
105SPWESTPT 032.29 BEFORE JCT W OCEAN AVE*N FOREST ST 3 3400* 3500 3500
105SPWESTPT 032.29 AFTER JCT W OCEAN AVE*N FOREST ST 3 2500* 2600 2600
105SPWESTPT 032.62 BEFORE JCT S MONTESANO ST 3 2800* 2900 2900
105SPWESTPT 032.62 AFTER JCT S MONTESANO ST 3 7400* 7800 7700
105SPWESTPT 033.75 BEFORE JCT E WILSON ST 3 5000* 4900
105SPWESTPT 033.75 AFTER JCT E WILSON ST 3 3800* 3800
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 72
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 106 MAINLINE SR 101 TO SR 3/BELFAIR
106 000.00 AFTER JCT SR 101 3 1500 1500 1600 1500*
106 020.05 BEFORE JCT SR 3 WYE CONN 3 03 01 04 6100+ 6100
STATE ROUTE NO 107 MAINLINE SR 101 TO SR 12/MONTESANO
107 000.02 AFTER JCT SR 101 WYE CONN 2 16 06 01 23 2100 2200* 2400+ 2400
107 007.91 BEFORE RAMP SR 12 2 10 05 01 16 6500+ 6700 6700
STATE ROUTE NO 108 MAINLINE SR 8/MCLEARY TO SR 101
108 000.00 AFTER JCT SR 8 2 3300* 3100* 3200 3200
108 000.11 AFTER JCT ELMA-MCCLEARY RD 2 06 02 08 4600+ 4700 4800 4800
108 001.11 BEFORE JCT SIMPSON AVE*SUMMIT RD 2 4300* 4400 4500 4500
108 001.11 AFTER JCT SIMPSON AVE*SUMMIT RD 2 3200* 3300 3400 3400
108 001.98 BEFORE JCT SUMMIT RD 2 2800* 2800 2900 2900
108 003.08 AFTER JCT ELMA HICKLAND RD 2 08 03 11 1900+ 2000 2000 2000
108 011.11 AT SKOOKUM CREEK BRIDGE 2 09 04 01 14 2200* 2200 2300 2500+
108 011.92 BEFORE RAMP SR 101 2 4100* 4200 4200
STATE ROUTE NO 109 MAINLINE SR 101/HOQ TO TAHOLAH
109 ** 000.00 AFTER JCT SR 101 C 2 5100* 5200
109 000.14 BEFORE JCT SR 109 COHQUIAM C 2 5000*
109 000.14 AFTER JCT SR 109 COHQUIAM 2 7600*
109 000.44 AFTER JCT SPRUCE ST 2 7800 8200 8400* 8500
109 000.93 BEFORE JCT SPENCER ST 2 6600* 6800 6800
109 001.79 BEFORE JCT SR 109 SPLONNGR 2 5100 5400* 5600 6000*
109 001.79 AFTER JCT SR 109 SPLONNGR 2 5500* 5600 5000*
109 010.24 AT HUMPTULIPS RIVER BRIDGE 2 06 02 08 4400+ 4500 4500
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 73
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
109 016.11 BEFORE JCT SR 115 3 5000*
109 021.39 AT COPALIS RIVER BRIDGE 3 08 01 09 1100+
109 029.41 BEFORE JCT OCEAN BEACH RD*MAIN ST 3 08 01 09 1100+
109 029.41 AFTER JCT OCEAN BEACH RD*MAIN ST 3 07 01 01 09 1600+
109 031.50 AT MOCLIPS RIVER BRIDGE 3 07 01 08 1800+ 1800 1800
109 032.41 BEFORE JCT MOCLIPS-OLYMPIC HWY 3 06 01 07 1200 1300+ 1300 1300
109 032.41 AFTER JCT MOCLIPS-OLYMPIC HWY 3 06 01 07 1300+ 1300 1300
STATE ROUTE NO 109 COUPLET HQUIAM EMERSON AVE TO 5TH ST
109COHQUIAM ** 000.14 AFTER JCT SR 109-EMERSON AV*3RD ST 2 2300* 2400 2400 2900*
109COHQUIAM 000.29 BEFORE JCT SR 101 SB COABERDN*5TH ST 2 2700* 2800* 2800
STATE ROUTE NO 109 SPUR LONNGR SR 109 TO SR 101
109SPLONNGR 001.79 AFTER JCT SR 109 2 07 09 16 460* 470 390+
109SPLONNGR 003.61 BEFORE JCT SR 101 2 18 13 31 540+ 540
STATE ROUTE NO 110 MAINLINE 101 TO OLYMPIC PK BNDRY
110 000.00 AFTER JCT SR 101 3 14 03 17 1900 2000 2000+ 2000
STATE ROUTE NO 112 MAINLINE RES. E. BDRY TO SR 101
112 000.10 AFTER JCT COUNTY ROAD 3 930*
112 016.69 BEFORE JCT BOGACHIEL ST 3 3100* 3100
112 023.12 BEFORE JCT SR 113-BURNT MTN RD 3 12 04 16 1600* 1600 1800+ 1800
112 023.12 AFTER JCT SR 113-BURNT MTN RD 3 11 03 14 1000 1000 1100+ 1100
112 038.96 AT EAST TWIN RIVER BRIDGE 3 17 10 27 850* 860 880 980+
112 059.12 BEFORE JCT OLD SR 112 3 07 02 09 4500+ 4700 4800 4800
112 061.08 BEFORE JCT SR 101 3 07 04 11 4500+ 4500
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 74
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 113 MAINLINE SR 101 TO SR 112
113 000.00 AFTER JCT SR 101 3 14 10 01 25 1200 1200 1100+ 1100
113 003.33 AT BEAVER CREEK BRIDGE 3 14 09 23 890+ 900 920 920
113 009.98 BEFORE JCT SR 112 3 16 06 22 1100 1100 1100+ 1100
STATE ROUTE NO 115 MAINLINE OCEAN SHORES TO SR 109
115 002.28 BEFORE JCT SR 109 3 5900*
STATE ROUTE NO 116 MAINLINE SR 19 TO FORT FLAGLER PK
116 005.50 BEFORE JCT GARDEN CLUB RD 3 04 04 1300+ 1300 1300
STATE ROUTE NO 117 MAINLINE SR 101 TO PORT DOCKS
117 000.09 AFTER RAMP SR 101 2 12 07 04 23 2700* 3100+ 3200 3200
STATE ROUTE NO 119 MAINLINE SR 101 TO LAKE CUSHMAN
119 000.00 AFTER JCT SR 101 3 2400 2500 2700* 2700
119 002.95 AFTER LAKE CUSHMAN GOLF COURSE 3 1500 1500 1500* 1500
STATE ROUTE NO 121 MAINLINE SR 5/MAYTOWN TO SR 5
121 000.50 BEFORE JCT REEDER RD SW 3 05 02 07 1400+ 1500 1500 1500
121 007.56 BEFORE RAMP SR 5 ON/OFF RAMPS 3 08 02 01 11 7400+ 7400
STATE ROUTE NO 122 MAINLINE SR 12 TO SR 12/MOSSYROCK
122 000.00 AFTER JCT SR 12 3 670* 950* 980 980
122 007.84 BEFORE JCT COLEMAN RD 3 1100* 1100
122 007.88 BEFORE JCT SR 12 3 960 960* 990 990
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 75
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 123 MAINLINE SR 12 TO SR 410
123 000.01 AFTER INFORMATION CENTER 2 880* 920 890
123 003.88 AT ADC LOCATION R040 NORTH 2 860 880 840* 810
123 016.28 BEFORE JCT SR 410 WYE CONN 2 03 03 880 890+ 930 900
STATE ROUTE NO 124 MAINLINE SR 12 TO SR 12/WAITSBURG
124 000.05 AFTER JCT HOOD PARK RD 2 3800*
124 005.23 BEFORE JCT ICE HARBOR RD 2 07 09 04 20 3300+ 3500 3300
124 005.23 AFTER JCT ICE HARBOR RD 2 15 09 07 31 2900+ 3000 2900
124 035.80 BEFORE JCT COUNTY ROAD 2 1100* 1100 1200 1100
124 035.98 BEFORE JCT B ST 2 1100* 1200 1200 1200
124 035.98 AFTER JCT B ST 2 1200* 1200 1300 1300
124 036.05 AFTER JCT C ST 2 1200* 1200 1300 1200
124 036.12 AFTER JCT D ST 2 1200* 1200 1300 1300
124 036.19 AFTER JCT E ST 2 1100* 1200 1200 1200
124 036.26 AFTER JCT F ST 2 1200* 1200 1300 1200
124 036.41 AFTER JCT G ST 2 1100* 1100 1200 1200
124 037.13 BEFORE JCT HART RD 2 1000* 1100 1100 1100
124 037.13 AFTER JCT HART RD 2 860* 900 930 900
124 044.98 BEFORE JCT SR 12*COPPEI ST 2 1900* 2000 1900
STATE ROUTE NO 125 MAINLINE OREGON ST. LN TO SR 124
125 000.00 OREGON STATE LINE 1 13000* 14000* 14000* 14000*
125 000.01 AFTER JCT STATE LINE RD 1 13000 14000 14000 14000*
125 001.62 AFTER JCT MILTON RD 1 14000 15000 15000 16000*
125 001.88 AFTER JCT COLLEGE AVE 1 14000* 15000 15000 14000*
125 002.50 AFTER JCT LARCH ST*TAUMARSON RD 1 15000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 76
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
125 003.42 AFTER JCT MYRA RD 1 12000*
125 004.47 AFTER JCT MILITARY RD WYE CONN 1 18000*
125 005.21 BEFORE JCT W POPLAR ST 1 18000*
125 005.21 AFTER JCT W POPLAR ST 1 15000*
125 005.41 BEFORE JCT W ROSE ST 1 13000*
125 005.41 AFTER JCT W ROSE ST 1 7100*
125 006.09 BEFORE JCT 13TH AVE*SR 125 SP125SP 3 4000* 4200 4200
125 006.11 AFTER JCT CITY ST 3 10 02 12 3700+ 3900 3800
125 006.51 BEFORE JCT REES AVE 3 2500* 2600 2600
125 006.58 AFTER JCT MAY ST 3 2700* 2800 2800
125 006.76 LEAVING CITY OF WALLA WALLA 3 08 09 01 18 1100+ 1100
STATE ROUTE NO 125 SPUR 125SP SR 125 TO SR 12
125SP125SP 006.09 AFTER JCT SR 125*13TH AVE N 1 2300* 2300 2400
125SP125SP 006.76 BEFORE JCT SR 12 1 10 09 05 24 1600+ 1600 1700
STATE ROUTE NO 127 MAINLINE SR 12/DODGE TO SR 26
127 000.03 AFTER JCT SR 12 1 670*
127 009.20 BEFORE JCT LOWER DEADMAN RD 1 07 16 07 30 850+ 840
127 009.20 AFTER JCT LOWER DEADMAN RD 1 08 16 07 31 830+ 820
127 010.15 AFTER JCT COUNTY ROAD 1 05 23 13 41 970+ 960
127 019.53 BEFORE JCT HAY RD 1 13 22 14 49 790* 830 870 1100+
127 020.44 AFTER JCT HORTON GRADE RD 1 07 25 10 42 900+
127 027.05 BEFORE JCT SR 26 1 10 18 05 33 960+ 1000 990
STATE ROUTE NO 128 MAINLINE SR 12 TO IDAHO STATE LINE
128 000.00 AFTER JCT SR 12 2 3200* 3300
128 000.09 BEFORE JCT PORT DISTRICT RD 2 2500* 2600 2700 2700
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 77
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
128 000.09 AFTER JCT PORT DISTRICT RD 2 2600* 2700 2800 2800
128 000.51 BEFORE JCT SR 193 3 3600*
128 002.30 IDAHO STATE LINE 3 2600* 3100* 3200* 3500*
STATE ROUTE NO 129 MAINLINE OREGON STATE LINE TO SR 12 CLARKSTON
129 000.00 OREGON STATE LINE 2 290* 310* 300* 300*
129 022.82 AFTER JCT ONSTOT RD 2 14 06 02 22 650 680 690+ 680
129 035.73 BEFORE JCT FAIRGROUNDS RD 2 10 05 02 17 730+ 760 750
129 038.60 BEFORE JCT CRITCHFIELD RD 2 5200*
129 039.20 BEFORE JCT 13TH ST 2 6400*
129 040.63 BEFORE JCT WALK LN 2 6700*
129 041.41 BEFORE JCT 6TH ST WYE CONN 2 5200* 5200
129 041.44 AFTER JCT 6TH ST 2 7200* 7300
129 042.51 BEFORE JCT 2ND ST 2 8600* 8700
STATE ROUTE NO 129 SPUR 6THST SR 129 TO SR 12
129SP6THST 042.17 AFTER JCT SR 129*DIAGONAL STREET 2 05 01 06 2100+ 2200 2200 2200
129SP6THST 042.42 BEFORE JCT SR 12-BRIDGE ST 2 1800* 1900
STATE ROUTE NO 131 MAINLINE NATIONAL FOREST BOUNDARY TO SR 12
131 002.07 BEFORE JCT SR 12 3 1400* 1400
STATE ROUTE NO 141 MAINLINE SR 14/BINGEN TO SKAMANIA COUNTY LINE
141 000.00 AFTER JCT SR 14 3 6200* 5400* 5400
141 004.69 BEFORE JCT SR 141 SPUNDRWD 3 06 06 1500+ 1600 1600 1600
141 004.69 AFTER JCT SR 141 SPUNDRWD 3 09 05 14 2900+ 3000 3100 3100
141 012.55 BEFORE JCT BZ-GLENWOOD HWY 3 11 06 17 2100+ 2100 2200 2100
141 012.56 AFTER JCT BZ-GLENWOOD HWY WYE CONN 3 1500* 1500 1600 1500
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 78
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
141 020.87 BEFORE JCT WARNER RD 3 1200* 1300 1300 1300
141 020.87 AFTER JCT WARNER RD 3 1000* 1000 1100 1100
141 023.68 BEFORE JCT LITTLE MOUNTAIN RD 3 1200* 1200 1300 1200
141 023.71 AFTER JCT GLENWOOD*TROUT LAKE RDS 3 1300* 1400 1400 1400
STATE ROUTE NO 141 SPUNDRWD SR 141 TO SR 14
141SPUNDRWD 004.69 AFTER JCT SR 141 3 12 07 19 1800+ 1800 1900 1900
141SPUNDRWD 006.85 BEFORE JCT SR 14 3 10 05 15 2100+ 2100
STATE ROUTE NO 142 MAINLINE SR 14/LYLE TO SR 97
142 000.00 AFTER JCT SR 14 3 860* 890 910* 880
142 035.29 BEFORE JCT SR 97 3 2700* 2800 2400* 2400
STATE ROUTE NO 150 MAINLINE MANSON TO SR 97/CHELAN
150 000.51 BEFORE JCT QUETILQUASOON RD 3 5300*
150 000.51 AFTER JCT QUETILQUASOON RD 3 4800*
150 001.05 BEFORE JCT MADELINE RD 3 5000*
150 001.54 BEFORE JCT WAPATO LAKE RD 3 4900*
150 001.54 AFTER JCT WAPATO LAKE RD 3 6000*
150 002.59 AFTER JCT SWARTOUT ST 3 6100*
150 006.14 BEFORE JCT BOYD RD 3 7100*
150 006.14 AFTER JCT BOYD RD 3 8100*
150 006.95 BEFORE JCT NO SEEUM RD 3 8600*
150 006.95 AFTER JCT NO SEEUM RD 3 9200*
150 007.58 BEFORE JCT GIBSON AVE 3 10000*
150 007.97 BEFORE JCT COLUMBIA ST 3 8500* 9000* 9400 10000*
150 007.97 AFTER JCT COLUMBIA ST 3 7100* 7400 7700 8000*
150 012.06 BEFORE JCT SR 97 3 2300* 2400 2500 2000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 79
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 153 MAINLINE SR 97/PATEROS TO SR 20
153 000.00 AFTER JCT SR 97 2 06 01 07 1800+ 1800
153 006.63 BEFORE JCT BLACK CANYON RD 2 07 04 11 1600+ 1600 1600
153 016.82 AFTER JCT GOLD CREEK LOOP RD 2 08 03 01 12 870* 1100+ 1100 1100
153 030.74 BEFORE JCT SR 20 2 05 08 13 2100 2100+ 2200 2200
STATE ROUTE NO 155 MAINLINE SR 2 TO SR 97/OMAK
155 000.07 AFTER JCT SR 2 WYE CONN*PODEY RD 2 830* 870 860
155 022.79 BEFORE JCT AIRPORT RD 2 1100* 1100 1100
155 022.79 AFTER JCT AIRPORT RD 2 1300 1400* 1500 1500
155 026.23 LEAVING CITY OF GRAND COULEE 2 6700* 7100 7400 7400
155 029.65 AFTER JCT 12TH ST 2 2400* 2600 2700 2700
155 042.39 BEFORE JCT MCGINNIS LAKE RD 2 06 03 01 10 3000+ 3000
155 042.39 AFTER JCT MCGINNIS LAKE RD 2 04 03 07 3100 3300 3600+ 3500
155 057.62 DISAUTEL SUMMIT 2 11 07 01 19 1600+ 1600
155 075.77 BEFORE JCT OMAK LAKE RD 2 09 06 15 1600+ 1700 1800 1800
155 079.17 BEFORE JCT COUNTY ROAD #3735 2 11 05 16 2500+ 2600 2700 2700
155 079.17 AFTER JCT COUNTY ROAD #3735 2 08 03 11 3900+ 4000 4100 4200
155 080.46 BEFORE JCT SR 97 WYE CONN 2 4200* 4200
STATE ROUTE NO 155 SPOMAK SR 155 TO SR 215
155SPOMAK 080.17 AFTER JCT SR 155 WYE CONN 2 05 01 06 6300+ 6500 6700 6800
155SPOMAK 080.52 BEFORE JCT SR 215 2 6800* 6900
STATE ROUTE NO 160 MAINLINE SR 16 TO SOUTHWORTH FERRY DOCK
160 000.09 AFTER RAMP SR 16 2 17000* 18000 18000* 18000
160 000.82 BEFORE JCT BETHEL RD SE 2 17000* 17000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 80
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
160 000.82 AFTER JCT BETHEL RD SE 2 13000* 13000
160 001.81 BEFORE JCT JACKSON AVE SE WYE CONN 2 13000* 14000
160 001.82 AFTER JCT JACKSON AVE SE 2 10000* 10000
160 007.30 BEFORE JCT OLD SR 160 2 2000* 2000
160 007.47 SOUTHWORTH FERRY LANDING 2 1700* 1700* 1800* 1800*
STATE ROUTE NO 161 MAINLINE SR 7 TO SR 18/FEDERAL WAY
161 000.00 AFTER JCT SR 7 2 05 07 12 630* 540+ 540
161 016.30 BEFORE JCT 255TH ST E 2 8300* 8500 8600
161 017.58 BEFORE JCT 234TH ST E 2 8800* 8800
161 017.70 AFTER JCT 232ND ST E 2 9300* 9300
161 018.21 BEFORE JCT 224TH ST E 2 9400* 9500
161 018.64 BEFORE JCT EUSTIS HUNT RD 2 18000* 18000
161 019.47 BEFORE JCT 204TH ST E 2 18000* 18000
161 019.72 BEFORE JCT 200TH ST E 2 18000* 19000
161 020.08 BEFORE JCT 194TH ST E 2 21000* 22000
161 021.01 BEFORE JCT COUNTY DUMP ROAD 2 23000* 23000
161 021.01 AFTER JCT COUNTY DUMP ROAD 2 24000* 24000
161 021.36 AFTER JCT 176TH ST E*PRIVATE RD 2 25000* 25000
161 023.74 BEFORE JCT 136TH ST E 2 34000* 34000
161 024.24 BEFORE JCT 128TH ST E 2 35000 35000* 36000 36000
161 024.24 AFTER JCT 128TH ST E 2 37000* 38000 38000
161 024.73 BEFORE JCT 120TH ST E 2 39000* 39000
161 024.73 AFTER JCT 120TH ST E 2 42000* 43000 44000 45000
161 025.22 BEFORE JCT 112TH ST E WYE CONN 2 41000* 42000 43000 46000*
161 025.38 AFTER JCT 37TH AVE SE WYE CONN 2 44000* 44000
161 025.65 BEFORE JCT MERIDIAN ST WYE CONN 2 48000* 50000 50000
161 025.75 BEFORE JCT SR 512 RAMP WYE CONN 2 39000* 41000 41000* 41000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 81
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
161 028.73 AFTER JCT SR 167 COPUYALP 2 26000* 27000 27000
161 028.82 AFTER JCT VALLEY AVE E WYE CONN 2 03 02 05 14000+ 15000 15000
161 029.03 AFTER JCT SPENCER RD NE 2 14000* 14000
161 029.49 AFTER JCT DECHAUX RD E 2 14000* 14000 15000
161 030.35 AFTER JCT 36TH ST E 2 17000* 17000* 18000
161 031.08 BEFORE JCT 24TH ST E 2 17000* 17000
161 031.08 AFTER JCT 24TH ST E 2 17000* 18000
161 031.58 BEFORE JCT 16TH ST E*TAYLOR ST E 2 17000*
161 031.58 AFTER JCT 16TH ST E*TAYLOR ST E 2 18000* 18000*
161 031.74 AFTER JCT 13TH ST CT E 2 19000* 19000
161 032.48 BEFORE JCT MILITARY RD 2 27000* 28000 29000 29000
161 032.48 AFTER JCT MILITARY RD 2 19000* 19000 20000 20000
161 032.58 BEFORE JCT MILITARY RD S 2 19000* 20000 19000*
161 032.58 AFTER JCT MILITARY RD S 2 17000*
161 032.93 AFTER JCT 28TH AVE S 2 16000* 17000 16000* 16000
161 033.54 BEFORE JCT S 370TH ST 2 18000* 18000 18000
161 033.54 AFTER JCT S 370TH ST 2 17000 18000* 19000 19000
161 034.50 BEFORE JCT S 356TH ST 2 22000* 23000* 24000 24000
161 034.50 AFTER JCT S 356TH ST 2 21000* 22000* 23000 23000
161 034.75 AFTER JCT S 352ND ST 2 26000*
STATE ROUTE NO 162 MAINLINE SR 410/SUMNER TO SR 165
162 000.08 AFTER RAMP SR 410 3 20000*
162 000.58 BEFORE JCT 80TH ST E 3 14000* 14000
162 004.40 AFTER JCT 102ND ST E 3 13000* 13000
162 005.18 AFTER JCT 115TH ST E 3 11000* 12000 12000 12000
162 005.35 AFTER JCT MILITARY RD E 3 11000* 11000 11000 11000
162 008.77 AFTER JCT OLD PIONEER WAY E 3 9100* 9200
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 82
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
162 012.74 BEFORE JCT PATTERSON RD 3 4300* 4300
162 017.70 AT S PRAIRIE CREEK BRIDGE 3 4100* 4100
162 018.49 AFTER JCT LOWER BURNETT RD E 3 2400* 2500
STATE ROUTE NO 163 MAINLINE SR 16 UX TO FERRY TERM.
163 000.09 BEFORE RAMP SR 16 1 32000* 32000 33000
163 000.09 AFTER RAMP SR 16 1 29000 30000* 31000 31000
163 000.69 BEFORE JCT N 21ST ST*WESTGATE BLVD 1 24000* 25000 26000 26000
163 001.70 BEFORE JCT N 37TH ST 1 14000*
163 001.70 AFTER JCT N 37TH ST 1 11000*
163 002.33 AFTER JCT N 46TH ST 1 7800*
163 002.83 BEFORE JCT N 51ST ST 1 7700* 7900 7900
163 002.83 AFTER JCT N 51ST ST 1 4700* 4900 4900
163 003.06 BEFORE JCT PARK WAY 1 4300* 4400 4400
163 003.08 BEFORE JCT N PARK AVE*N 54TH ST 1 4000*
163 003.09 AFTER POINT DEFIANCE PARK 1 3100* 3100 3100*
163 003.34 BEFORE JCT WATERFRONT DR 1 3400*
163 003.37 PT DEFIANCE FERRY LANDNG 1 1200* 1200* 1200* 1300*
STATE ROUTE NO 164 MAINLINE SR 18 TO SR 410/ENUMCLAW
164 000.41 AFTER JCT SR 18 OFF RAMP WYE CONN 2 30000 30000* 31000 31000
164 006.92 BEFORE JCT SE 392ND ST 2 13000* 13000 14000* 14000
164 006.92 AFTER JCT SE 392ND ST 2 13000* 14000 13000* 13000
164 012.24 BEFORE JCT 228TH AVE SE 2 10000 10000* 11000 11000
164 012.24 AFTER JCT 228TH AVE SE 2 11000 11000* 11000 11000
164 014.52 BEFORE JCT SR 169*PORTER ST 2 10000 11000* 12000 12000
164 014.52 AFTER JCT SR 169*PORTER ST 2 9900 11000* 11000 11000
164 015.13 BEFORE JCT SR 410 2 7700* 8000 7600* 7700
* BASED ON ACTUAL COUNT
PAGE 83
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 165 MAINLINE MT RAINIER BRY TO SR 410
165 019.55 BEFORE JCT SR 162 WYE CONN 3 4100* 4200
165 019.60 AFTER JCT SR 162 3 4200* 4200
STATE ROUTE NO 166 MAINLINE SR 16 TO PRT ORCHARD ECL
166 000.02 AFTER JCT SR 16 2 16000* 16000 16000
166 000.12 AFTER JCT SR 16 CONN-ANDERSON HILL 2 14000* 15000
166 002.90 BEFORE JCT SIDNEY AVE 2 15000 16000* 16000 16000
166 003.38 BEFORE JCT BAY ST WYE CONN 2 18000*
166 003.41 AFTER JCT MAPLE AVE 2 14000*
166 003.85 BEFORE JCT BETHEL BURLEY AVE 2 16000* 14000*
166 003.85 AFTER JCT BETHEL BURLEY AVE 2 11000* 11000*
166 004.73 BEFORE JCT JACKSON AVE*OLNEY RD 2 16000*
166 004.73 AFTER JCT JACKSON AVE*OLNEY RD 2 16000*
STATE ROUTE NO 167 MAINLINE SR 5/TACOMA TO SR 900
167 000.02 AFTER JCT FRONTAGE RD-E 28TH ST 1 6000* 6200 6400 6400
167 000.28 AFTER SR 5*BAY ST 1 37000* 38000 39000 39000
167 000.57 BEFORE JCT GRANDVIEW ST 1 34000 37000* 38000 38000*
167 000.61 AFTER JCT PIONEER WAY 1 25000* 26000 25000*
167 003.66 BEFORE JCT 48TH ST E*66TH AVE E 1 23000* 24000 24000
167 003.66 AFTER JCT 48TH ST E*66TH AVE E 1 22000* 23000 23000
167 005.16 AFTER JCT 15TH ST NW*87TH AVE E 1 25000*
167 005.60B AFTER JCT 9TH ST NW 1 29000*
167 005.96B AFTER JCT 4TH ST NW 1 32000*
167 006.38B AFTER JCT CITY ST WYE CONN 1 31000*
167 ** 005.26 AFTER JCT SR 167 COPUYALP C 1 17000* 15000* 19000*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT
PAGE 84
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
167 005.72 AFTER MILWAUKEE AVE BRIDGE 1 30000 33000* 32000* 39000*
167 005.73 BEFORE RAMP SR 512 1 30000 33000* 32000* 39000*
167 006.44 AFTER RAMP SR 512 1 70000* 73000 74000 82000*
167 007.49 AFTER RAMP SR 410 1 70000*
167 013.84 BEFORE RAMP SR 18 1 04 05 01 10 63000+ 65000 66000
167 014.17 AFTER RAMP 15TH ST SW 1 62000* 64000 65000
167 014.94 AFTER RAMP SR 18 1 81000* 81000 86000*
167 017.52 BEFORE RAMP S 277TH ST 1 77000* 77000 77000
167 019.30 BEFORE RAMP SR 516 1 83000* 84000
167 019.93 AFTER RAMP SR 516 1 73000* 73000* 74000
167 021.91 BEFORE RAMP S 212TH ST 1 81000* 82000
167 023.70 AT ADC LOCATION P6 1 84000* 85000* 85000 95000*
167 025.84 BEFORE RAMP SR 405 1 93000* 94000
167 026.40 AFTER RAMP SR 405 1 44000* 44000
167 026.49 AFTER JCT S GRADY WAY WYE CONN 1 30000* 30000
167 026.94 BEFORE JCT S 4TH PL 1 34000* 34000
167 026.94 AFTER JCT S 4TH PL 1 32000* 32000
167 027.16 BEFORE JCT SR 900 WYE CONN 1 31000* 32000 32000* 33000
167 027.18 AFTER JCT SR 900 WYE CONN 1 24000* 25000 25000 25000
167 027.27 BEFORE JCT SR 900 CO2NDST WYE CONN 1 30000* 31000* 31000
STATE ROUTE NO 167 COUPLET PUYALP MILWAUKEE AVE TO SR 167
167COPUYALP ** 006.18 BEFORE JCT SR 161 2 15000* 16000* 19000*
STATE ROUTE NO 169 MAINLINE SR 164 TO SR 405/RENTON
169 000.00 AFTER JCT SR 164 2 7400* 7600 7700
169 000.67 BEFORE JCT MCHUGH AVE*SE 432ND ST 2 8700* 8900 9000
169 000.67 AFTER JCT MCHUGH AVE*SE 432ND ST 2 7800* 8000 8100
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 85
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
169 000.98 BEFORE JCT SE 427TH ST 2 8400* 8600 8700
169 000.98 AFTER JCT SE 427TH ST 2 8300* 8500 8600
169 006.02 BEFORE JCT SE GREEN VALLEY RD 2 8600* 8700
169 006.02 AFTER JCT SE GREEN VALLEY RD 2 8800* 8900
169 007.63 BEFORE JCT LAWSON ST 2 8200* 8300
169 011.44 BEFORE JCT KENT KANGLEY RD*SR 516 2 11000* 12000* 12000 13000
169 011.44 AFTER JCT KENT KANGLEY RD*SR 516 2 13000* 13000* 13000 14000
169 013.86 BEFORE JCT WITTE RD 2 17000* 17000
169 013.86 AFTER JCT WITTE RD 2 27000* 27000
169 014.04 BEFORE JCT SE WAX RD 2 22000* 23000 23000 23000
169 014.14 BEFORE JCT SE 231ST ST WYE CONN 2 26000* 26000
169 014.17 AFTER JCT SE 231ST ST 2 20000* 20000
169 017.68 BEFORE JCT CEDAR GROVE RD 1 05 02 01 08 14000+ 14000
169 017.68 AFTER JCT CEDAR GROVE RD 1 05 03 02 10 14000 15000 15000+ 15000
169 021.50 BEFORE JCT 161ST AVE SE 1 17000* 17000
169 022.19 BEFORE JCT 150TH LN SE 1 18000* 18000
169 022.19 AFTER JCT 150TH LN SE 1 19000* 20000
169 022.32 BEFORE JCT 149TH AVE SE 1 16000* 17000 17000 17000
169 022.32 AFTER JCT 149TH AVE SE 1 18000* 19000 19000 19000
169 023.99 BEFORE JCT SE 7TH ST*MONROE AVE SE 1 29000* 29000
169 023.99 AFTER JCT SE 7TH ST*MONROE AVE SE 1 29000* 29000
169 025.18 BEFORE RAMP SR 405 1 29000* 31000* 31000
STATE ROUTE NO 170 MAINLINE SR 17 TO WARDEN
170 000.00 AFTER JCT SR 17 3 2400* 2300* 2400 2300
170 000.38 AFTER JCT R SE RD 3 06 04 01 11 2000+ 2100 2200 2100
170 002.53 ENTERING CITY OF WARDEN 3 07 03 01 11 2300+ 2400 2500 2400
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 86
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 171 MAINLINE SR 90 TO SR 17/MOSES LK
171 000.09 AFTER RAMP SR 90 1 06 01 07 7100+ 6800
171 000.20 AFTER JCT MELVA LN 1 7300* 7600 7800 7800*
171 000.51 BEFORE JCT YAKIMA AVE 1 10000* 10000
171 000.79 AFTER JCT BURRESS AVE 1 11000* 12000 12000 13000*
171 002.02 BEFORE JCT 3RD AVE 1 17000* 18000 18000 19000*
171 002.06 AFTER JCT 3RD AVE WYE CONN 1 11000* 12000 12000 12000*
171 002.25 AFTER JCT HOLLY ST 1 12000* 12000 13000 13000
171 002.74 AFTER JCT ASH ST 1 19000*
171 002.89 BEFORE JCT STRATFORD RD*ALDER ST 1 20000*
171 002.89 AFTER JCT STRATFORD RD*ALDER ST 1 15000*
171 003.02 AFTER JCT PIONEER WAY 2 3800*
171 003.82 BEFORE JCT SR 17 2 3900 4100 4200* 4400*
STATE ROUTE NO 172 MAINLINE SR 2/FARMER TO SR 17
172 000.00 AFTER JCT SR 2 3 08 03 03 14 100* 100 100 130+
172 014.04 BEFORE JCT MCNEIL CANYON RD 3 22 03 01 26 200+ 210 220 210
172 014.04 AFTER JCT MCNEIL CANYON RD 3 300* 310 330 310
172 035.08 BEFORE JCT SR 17 3 14 04 01 19 110* 110 190+ 180
STATE ROUTE NO 173 MAINLINE SR 17 TO SR 97/BREWSTER
173 000.02 AFTER JCT SR 17 WYE CONN 3 2300*
173 011.05 BEFORE JCT W BRUCE AVE 3 2800* 3000 3100 3100
173 011.05 AFTER JCT W BRUCE AVE 3 3000* 3100 3300 3300
173 011.41 BEFORE JCT E GRIGGS AVE*W GRIGGS AV 3 4000* 4200 4400 4400
173 011.41 AFTER JCT E GRIGGS AVE*W GRIGGS AV 3 4100* 4300 4600 4500
173 011.56 AFTER JCT W INDIAN AVE*E INDIAN AV 3 4000* 4200 4400 4400
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 87
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
173 011.63 AFTER JCT MAIN AVE W*MAIN AVE E 3 3000* 3200 3300 3300
173 011.70 AFTER JCT E JAY AVE*W JAY AVE 3 3200* 3400 3500 3500
173 011.96 BEFORE JCT SR 97 WYE CONN 3 4500*
STATE ROUTE NO 174 MAINLINE SR 17/LEAHY TO SR 21
174 000.14 AFTER JCT SR 17 WYE CONN*P NE 2 09 10 02 21 590* 620 510+ 490
174 009.68 BEFORE JCT Y NE RD-MCCABE RD 2 07 08 01 16 570+ 600 620 600
174 025.27 AFTER JCT COUNTY ROAD 3 07 05 01 13 1500+ 1500
STATE ROUTE NO 174 SPUR CRWNPT SR 174 TO CROWN PT VISTA
174SPCRWNPT 019.55 AFTER JCT SR 174 3 05 01 06 170+ 170 180 180
STATE ROUTE NO 181 MAINLINE SR 516/KENT TO SR 405
181 005.34 AFTER JCT SR 516 WYE CONN 1 27000 27000* 27000
181 005.93 BEFORE JCT JAMES ST 1 24000* 24000
181 005.93 AFTER JCT JAMES ST 1 28000* 28000
181 006.70 AFTER JCT S 228TH ST 1 32000 32000* 32000* 33000
181 007.71 BEFORE JCT S 212TH ST 1 31000* 31000
181 007.71 AFTER JCT S 212TH ST 1 27000* 27000
181 009.10 AFTER JCT S 190TH ST 1 29000* 30000 30000
181 009.75 BEFORE JCT S 180TH ST WYE CONN 1 25000* 25000
181 009.76 AFTER JCT S 180TH ST 1 22000* 22000
181 011.18 BEFORE JCT LONGACRES WAY 1 27000* 27000 28000
181 011.18 AFTER JCT LONGACRES WAY 1 31000* 32000 32000
STATE ROUTE NO 182 MAINLINE SR 82 TO SR 395/PASCO
182 000.44 AFTER RAMP SR 82 5 11000* 11000* 12000
182 004.40 BEFORE SR 240*GEORGE WASH WAY 5 29000* 31000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 88
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
182 006.34 AT ADC LOCATION R081 5 20000* 22000* 23000* 24000*
182 011.40 BEFORE RAMP SR 395 5 18000 19000* 19000* 20000
182 012.40 BEFORE RAMP 20TH AVE 5 21000* 22000 23000
182 013.00 AFTER RAMP SR 395*20TH AVE 5 26000* 28000
182 013.93 BEFORE RAMP SR 395*SR 397 5 24000* 23000* 25000
182 014.92 AFTER RAMP SR 395*SR 397 5 06 07 04 17 11000 13000* 12000+ 12000
STATE ROUTE NO 193 MAINLINE SR 128 TO PORT OF WILMA
193 000.51 AFTER JCT SR 128 3 1700*
STATE ROUTE NO 194 MAINLINE ALMOTA TO SR 195/PULLMAN
194 006.44 BEFORE JCT ALMOTA RD 3 07 15 16 38 340+
194 009.63 BEFORE JCT NAURET RD 3 210*
194 010.99 AFTER JCT LONG RD 3 09 13 09 31 240+
STATE ROUTE NO 195 MAINLINE IDAHO ST LN TO SR 90
195 000.00B IDAHO STATE LINE 1 3700* 3600*
195 000.02 BEFORE JCT SR 195 SPGNESSE WYE CONN 1 4000*
195 000.06 AFTER JCT SR 195 SPGNESSE 1 4100*
195 003.15 BEFORE JCT TAUFFEN RD 1 3900*
195 005.29 BEFORE JCT COUNTY RD #9410*BLAIRE 1 4500* 4400
195 006.01 AT ADC LOCATION P13 1 3900* 4200* 4400* 4300*
195 008.00 AFTER JCT LAKE ST 1 4200* 4100
195 015.31 BEFORE JCT CHAMBERS RD #9620 1 3700* 4100* 4000
195 015.46 BEFORE JCT STALEY RD #9030 1 3400* 3500 3500
195 019.94 BEFORE JCT SR 195 WYE CONN 1 4200*
195 019.99 AFTER JCT SR 195 WYE CONN 1 3100*
195 022.20 AT ADC LOCATION P14 1 2300* 2500* 2600* 2600*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 89
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
195 022.61 AFTER JCT SR 270 YC00006 (WYE CONN) 1 6200 6500* 6400
195 028.22 BEFORE JCT CAROTHERS RD 1 5800* 6100 6100* 6100
195 028.49 AFTER JCT FULFS RD #5410 1 6400* 6300
195 035.01 BEFORE JCT PARVIN RD 1 06 07 03 16 6800* 6100+
195 035.01 AFTER JCT PARVIN RD 1 6600* 6500
195 037.44 BEFORE JCT MAIN ST 1 7300* 7200
195 037.46 AFTER JCT MAIN ST WYE CONN 1 8000* 8000
195 037.81 BEFORE JCT CANYON ST*SR 272 1 12000* 11000*
195 037.81 AFTER JCT CANYON ST*SR 272 1 10000* 10000
195 038.58 BEFORE JCT SR 26 1 5600* 5600
195 038.60 AFTER JCT SR 26 WYE CONN 1 6800* 6700
195 042.81 BEFORE JCT BILL WILSON RD 1 06 07 05 17 5700+ 5600
195 042.81 AFTER JCT BILL WILSON RD 1 07 08 04 18 5600* 5200+
195 047.99 BEFORE JCT SR 23*ROBERT SCHOLZ RD 1 5600*
195 047.99 AFTER JCT SR 23*ROBERT SCHOLZ RD 1 4900*
195 059.96 AFTER JCT CACHE CREEK RD*BAIRD RD 1 06 08 05 19 4500+ 4500
195 062.30 BEFORE RAMP SR 271 1 5100* 5000
195 062.94 AFTER RAMP SR 271 1 5100* 5100
195 065.73 AT ADC LOCATION R065 1 5000* 4900
195 065.78 AFTER JCT COUNTY ROAD WYE CONN 1 08 06 03 17 5200* 4400+
195 078.93 BEFORE JCT CHENEY SPANGLE RD 1 06 07 04 17 4400 4700 4900+ 4800
195 078.94 AFTER JCT CHENEY SPANGLE WYE CONN 1 05 07 04 16 4800 5100 5400+ 5300
195 082.05 BEFORE JCT SPANGLE CR*CAMERON RDS 1 07 05 03 15 6000+
195 087.70 AT ADC LOCATION P15 1 7200* 7700* 8000* 7900
195 090.28 BEFORE JCT MULLEN HILL RD 1 8200* 8200
195 090.28 AFTER JCT MULLEN HILL RD 1 8600* 8600
195 093.83 AFTER JCT CHENEY-SPOKANE ROAD 1 04 03 01 08 12000+ 13000 13000 13000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 90
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 195 SPUR GNESSE SR 195 TO IDAHO ST LINE
195SPGNESSE 000.10 AFTER JCT SR 195 WYE CONN 1 100* 110 110 120*
195SPGNESSE 000.60 IDAHO STATE LINE 1 120*
STATE ROUTE NO 197 MAINLINE OREGON ST LN TO SR 14
197 000.00 OREGON STATE LINE 2 4300 4400 4500* 4400*
197 003.14 BEFORE JCT SR 14 WYE CONN 2 3400* 3400 3400
STATE ROUTE NO 202 MAINLINE SR 522 TO SR 90/N. BEND
202 000.10 AFTER JCT SR 522 ON RAMP WYE CONN 2 29000* 30000 30000
202 000.55 BEFORE JCT WOODINVILLE-REDMOND WYE 2 14000* 15000 15000 15000*
202 000.56 AFTER JCT WOODINVILLE-REDMND RD NE 2 8900* 9200 9500 9300*
202 002.19 BEFORE JCT NE 145TH ST WYE CONN 2 6000* 6000
202 002.22 AFTER JCT NE 145TH ST WYE CONN 2 8900* 8800*
202 002.67 BEFORE JCT 148TH AVE NE*NE 145TH ST 2 9200* 9600 9800 9800
202 002.68 AFTER JCT NE 145TH ST WYE CONN 2 16000* 17000 17000 17000*
202 004.77 BEFORE JCT NE 116TH ST 2 17000* 18000 16000*
202 004.77 AFTER JCT NE 116TH ST 2 14000* 15000 14000*
202 005.93 AFTER JCT NE 98TH ST 2 02 01 03 17000+ 17000
202 006.93 BEFORE JCT GILMAN ST 2 9100* 9300 9400
202 ** 006.97 AFTER JCT SR 202 COREDMND C 2 5200* 5400 5400
202 007.03 AFTER JCT SR 908*164TH AVE NE C 2 18000* 18000 18000
202 007.69 BEFORE JCT SR 520*AVONDALE RD 2 27000* 28000 29000 29000
202 007.80 AFTER JCT SR 520 ON RAMP WYE CONN 2 44000* 46000 47000 47000
202 009.04 BEFORE JCT PRIVATE RD*187TH AVE NE 2 26000* 26000* 29000*
202 009.04 AFTER JCT PRIVATE RD*187TH AVE NE 2 25000* 25000* 27000*
202 009.87 BEFORE JCT 204TH PL NE 2 24000 25000 25000 24000*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 91
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
202 010.27 BEFORE JCT SAHALEE WAY NE*208TH AVE 2 25000* 23000*
202 010.28 AFTER JCT SAHALEE WAY WYE CONN 2 11000* 11000 12000* 12000*
202 011.75 BEFORE JCT 228TH AVE NE 2 12000 12000 12000* 13000*
202 011.75 AFTER JCT 228TH AVE NE 2 11000* 12000*
202 012.26 BEFORE JCT 236TH AVE NE*PRIVATE RD 2 10000 10000* 11000* 11000
202 013.00 BEFORE JCT 244TH AVE NE 2 9300* 10000* 9600* 10000*
202 013.00 AFTER JCT 244TH AVE NE 2 9500* 9900*
202 013.69 AFTER JCT NE AMES LAKE RD 2 6400 6400* 6600 6700
202 013.88 AFTER JCT NE AMES LAKE RD WYE CONN 2 04 02 01 07 7200 7300+ 7500 7600
202 018.25 BEFORE JCT 292ND AVE SE 2 5300 5500 5900* 6200*
202 018.25 AFTER JCT 292ND AVE SE 2 5600*
202 019.45 BEFORE JCT 308TH AVE SE 2 5000* 5200 4500* 5100*
202 019.45 AFTER JCT 308TH AVE SE 2 5600*
202 020.64 BEFORE JCT 324TH AVE SE 2 4800* 4900 4900
202 020.64 AFTER JCT 324TH AVE SE 2 5600* 5000* 5100 5200
202 021.70 BEFORE JCT PRESTON-FALL CITY RD WYE 2 6900 7100 7500* 7600
202 021.83 BEFORE JCT SR 203 2 8900 8900* 9400* 9400*
202 021.83 AFTER JCT SR 203 2 7200* 7800* 7000*
202 026.95 BEFORE JCT RIVER ST 2 8200* 8400 8500
202 026.95 AFTER JCT RIVER ST 2 8900* 9100 9200
202 030.32 BEFORE JCT SOUTH FORK AVE 2 8400* 8500
202 030.54 BEFORE RAMP SR 90 2 9800 10000 11000* 11000
STATE ROUTE NO 202 COUPLET REDMND AVONDALE WAY TO MP 6.97
202COREDMND ** 007.65 BEFORE JCT NE 79TH ST 2 18000* 19000 19000
STATE ROUTE NO 203 MAINLINE SR 202/FALL CITY TO SR 2
203 000.00 AFTER JCT SR 202 2 4700 5000* 5500* 5700*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 92
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
203 002.33 AFTER JCT NEAL RD SE 2 08 03 01 12 4900+ 5100 5200 5300
203 007.67 BEFORE JCT NE 77TH ST 2 6600*
203 007.67 AFTER JCT NE 77TH ST 2 6500*
203 008.82 BEFORE JCT LAKE JOY RD 2 5600* 5800 6000 6600*
203 008.82 AFTER JCT LAKE JOY RD 2 4900* 5100 5300 5500*
203 012.62 BEFORE JCT NE 124TH ST*NOVELTY RD 2 06 03 01 10 6000* 5900+ 6000
203 012.65 AFTER JCT NOVELTY RD WYE CONN 2 06 03 01 10 8600* 8700+ 8800
203 013.79 BEFORE JCT NE BIG ROCK RD 2 7100* 7400 7600 7700
203 013.79 AFTER JCT NE BIG ROCK RD 2 8400* 8500
203 014.63 BEFORE JCT VALLEY ST 2 8300*
203 014.63 AFTER JCT VALLEY ST 2 8000*
203 014.78 BEFORE JCT STEPHENS ST 2 8400*
203 014.78 AFTER JCT STEPHENS ST 2 10000* 10000 11000 10000*
203 014.88 BEFORE JCT CHERRY ST 2 10000*
203 014.99 BEFORE JCT WOODINVILLE-DUVALL RD 2 9800* 10000 10000 11000
203 014.99 AFTER JCT WOODINVILLE-DUVALL RD 2 8000* 8400 8600 8700
203 023.86 BEFORE JCT FREMONT ST 2 8800 10000* 10000 10000
203 024.17 BEFORE JCT SR 2 2 12000* 13000* 13000 13000
STATE ROUTE NO 204 MAINLINE SR 2 TO SR 9
204 000.20 AFTER RAMP SR 2 2 19000* 19000* 19000
204 000.34 BEFORE JCT SUNNYSIDE BLVD 2 19000* 20000 20000
204 000.34 AFTER JCT SUNNYSIDE BLVD 2 18000* 19000 19000
204 000.72 BEFORE JCT 10TH ST SE 2 22000*
204 001.44 BEFORE JCT 81ST AVE SE 2 22000*
204 002.33 BEFORE JCT SR 9 WYE CONN 2 18000* 21000* 21000 23000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 93
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 205 MAINLINE OREGON ST LINE TO SR 5
205 026.59 OREGON STATE LINE 5 90000* 99000* 103000* 108000*
205 027.89 BEFORE RAMP MILL PLAIN RD 5 91000* 98000
205 029.09 AT ADC LOCATION R051 5 71000* 76000* 80000* 86000*
205 031.65 AFTER RAMP SR 500*4TH PLAIN RD 5 47000* 50000*
205 033.53 AFTER RAMP NE 83RD ST 5 37000*
STATE ROUTE NO 206 MAINLINE SR 2 TO MT SPOKANE ST PK
206 000.00 AFTER JCT SR 2 1 8600* 8800 8900
STATE ROUTE NO 207 MAINLINE SR 2/COLE TO TELMA
207 000.01 AFTER JCT SR 2 WYE CONN 3 09 06 01 16 1300* 1300 1800+
STATE ROUTE NO 211 MAINLINE SR 2 TO SR 20/USK
211 000.07 AFTER JCT SR 2 WYE CONN 2 1700* 1800 1800
211 005.76 AFTER JCT BUCK CREEK RD 2 1500* 1500
STATE ROUTE NO 215 MAINLINE SR 20 TO SR 97/OMAK
215 000.12 BEFORE JCT GORDON ST 2 5400* 5600 5500* 5500
215 000.12 AFTER JCT GORDON ST 2 5600* 5800 5500* 5600
215 004.34 AFTER JCT HEMLOCK ST S 2 11000* 11000
215 005.05 BEFORE JCT SR 155 SPOMAK*CENTRAL AV 2 12000* 12000
215 005.05 AFTER JCT SR 155 SPOMAK*CENTRAL AV 2 12000* 12000
215 005.29 BEFORE JCT CHERRY AVE 2 11000* 11000
215 005.29 AFTER JCT CHERRY AVE 2 11000* 12000
215 005.85 BEFORE JCT GRAPE AVE E 2 11000* 11000
215 005.85 AFTER JCT GRAPE AVE E 2 11000* 11000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 94
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
215 006.22 BEFORE JCT SR 97 WYE CONN 2 9500* 9600
STATE ROUTE NO 221 MAINLINE SR 14/PATTERSON TO SR 22
221 000.14 AFTER JCT PATTERSON AVE 2 06 13 08 27 1300+ 1500 1600 1600
221 013.10 AT ADC LOCATION P17 2 1100* 1300* 1400* 1300*
221 026.07 BEFORE JCT SR 22 2 05 13 11 29 1700* 1700+ 1800 1700
STATE ROUTE NO 223 MAINLINE SR 22 TO SR 82/GRANGER
223 000.00 AFTER JCT SR 22 3 2200 2300 2400* 2400
223 003.74 BEFORE RAMP SR 82 3 5000 5200 5600* 5600
STATE ROUTE NO 224 MAINLINE SR 82/KIONA TO SR 240
224 004.48 AFTER JCT COUNTY ROAD 3 06 02 08 2300+ 2300 2300
224 006.00 AFTER JCT RUPERT RD 2 06 01 07 3400+ 3500 3400
224 007.04 AFTER JCT GROSSCUP BLVD 2 8800* 9100 8900
224 009.88 BEFORE JCT SR 240 WYE CONN 2 13000 15000* 15000 15000
STATE ROUTE NO 225 MAINLINE SR 224 TO SR 240
225 011.32 BEFORE JCT SR 240 3 1400 1400 1600* 1600
STATE ROUTE NO 231 MAINLINE SR 23 TO SR 395/VALLEY
231 002.15 AFTER JCT G BROWN RD 3 200* 210 250* 250
231 028.11 BEFORE JCT SR 2 3 07 04 01 12 290 300 360+ 350
231 031.08 AFTER JCT SR 2 3 1500* 1500
231 045.42 BEFORE JCT SR 291 3 07 04 03 14 700+ 690
231 045.42 AFTER JCT SR 291 3 08 04 04 16 630 670 660+ 660
231 075.14 BEFORE JCT NEWTON LN 3 08 03 01 12 1300+
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 95
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 240 MAINLINE SR 24 TO SR 395/KENNEWCK
240 000.00 AFTER JCT SR 24*ENT/EXIT HANFORD 2 06 12 04 22 1100 1100 1100 1100+
240 020.48 BEFORE JCT SR 225*HORN RD 2 2200* 2200
240 020.48 AFTER JCT SR 225*HORN RD 2 3600* 3600
240 021.93 BEFORE JCT SNIVELY RD 2 03 04 02 09 2700+ 2800 2900 2800
240 028.83 BEFORE JCT STEVENS DR WYE CONN 2 6300* 6100* 6000
240 030.63 AFTER JCT COAST ST*STEVENS DR 1 20000* 18000* 17000
240 031.43 BEFORE JCT AIRPORT RD 1 17000* 18000 19000 18000*
240 032.04 AFTER JCT SR 224 WYE CONN 1 21000 23000* 24000 24000
240 033.02 AFTER JCT SWIFT BLVD*CEMETERY RD 1 21000*
240 034.57 BEFORE RAMP SR 182 1 24000* 24000 24000
240 037.53 AT ADC LOCATION R062 1 43000* 47000* 47000* 46000*
240 038.58 BEFORE RAMP COLUMBIA DR 1 37000* 36000
240 038.66 BEFORE RAMP COLUMBIA CENTER BLVD 1 38000* 37000
240 039.30 AFTER RAMP COLUMBIA CENTER BLVD 1 28000* 31000 30000* 29000
240 042.74 BEFORE RAMP SR 395 1 31000* 30000
STATE ROUTE NO 241 MAINLINE SR 22/MABTON TO SR 24
241 007.46 BEFORE RAMP SR 82 3 05 01 01 07 2400* 2900+ 2900
241 007.61 AFTER RAMP SR 82 3 8000* 9000* 8900
241 012.43 BEFORE JCT INDEPENDENCE RD 3 07 06 04 17 1300+ 1200
241 012.43 AFTER JCT INDEPENDENCE RD 3 07 06 04 17 1400+ 1400
241 025.21 BEFORE JCT SR 24 3 06 06 04 16 1300* 1200+ 1200
STATE ROUTE NO 243 MAINLINE SR 24/VERNITA TO SR 26
243 000.00 AFTER JCT SR 24 2 07 09 04 20 2000* 2200* 2200+ 2200
243 013.94 BEFORE JCT 24 SW 2 05 06 03 14 3200+ 3400 3400
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 96
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
243 013.94 AFTER JCT 24 SW 2 07 07 05 19 3100+ 3200 3200
243 016.94 AT MILE MARKER 17 2 06 08 05 19 2800+ 2900 2900
243 021.79 BEFORE JCT BEVERLY-BURKE RD 2 06 09 06 21 2600+ 2700 2700
243 028.23 BEFORE JCT SR 26 WYE CONN 2 06 12 06 24 2100* 1900+ 1900
STATE ROUTE NO 260 MAINLINE SR 17 TO SR 26/WASHTUCNA
260 007.53 BEFORE CONNELL 3 2400* 2500 2400
260 007.53 AFTER CONNELL 3 910* 950 920
260 011.76 BEFORE JCT HOON RD 3 07 04 03 14 530+ 510
260 011.76 AFTER JCT HOON RD 3 06 03 04 13 450 460 520+ 500
260 025.01 BEFORE JCT SR 263*SPOKANE AVE 3 720*
260 025.01 AFTER JCT SR 263*SPOKANE AVE 3 680*
260 025.16 AFTER JCT KAHLOTUS LAKE RD 3 05 08 06 19 520+ 540 570 550
260 039.49 BEFORE JCT SR 26 3 10 04 05 19 1000+ 1100 1000
STATE ROUTE NO 261 MAINLINE SR 12 TO SR 90
261 000.00 AFTER JCT SR 12 3 09 08 01 18 420 440 440+ 440
261 005.45 AFTER JCT RIVERIA RD 3 06 16 06 28 380+ 400 420 420
261 020.68 BEFORE JCT PALOUSE FALLS RD 3 10 06 01 17 290+ 290
261 020.68 AFTER JCT PALOUSE FALLS RD 3 09 05 02 16 290+ 290
261 035.83 AFTER JCT SR 26 3 11 04 07 22 450+ 470 470
261 041.79 BEFORE JCT RAY RD 3 360* 380 380
261 062.69 BEFORE RAMP SR 90-WEBER RD 3 460*
STATE ROUTE NO 262 MAINLINE SR 26 TO SR 17
262 000.00 AFTER JCT SR 26 3 09 07 01 17 260+ 250
262 024.22 BEFORE JCT SR 17 3 580* 610 590
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 97
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 263 MAINLINE PORT OF WINDUST TO SR 260
263 000.43 AFTER JCT WALLACE WALKER RD 3 02 26 43 71 230+ 240 230
263 009.24 BEFORE JCT SR 260 3 660*
STATE ROUTE NO 270 MAINLINE SR 195/PULLMAN TO IDAHO STATE LINE
270 000.00 AFTER JCT SR 195 1 06 02 01 09 4100+
270 000.06 AFTER JCT SR 270 YC00006 (WYE CONN) 1 05 02 01 08 3800 3900 3800+ 3800
270 001.22 BEFORE JCT CORY LN 1 6300*
270 001.22 AFTER JCT CORY LN 1 6700*
270 001.57 AFTER JCT WAWAWAI RD 1 5200 5400 5700* 5800
270 002.25 BEFORE JCT SR 27 WYE CONN 1 9200*
270 002.27 AFTER JCT SR 27*OLSON ST 1 18000* 18000*
270 002.33 BEFORE JCT SR 270 WB WYE CONN 1 18000* 18000*
270 ** 002.34 AFTER JCT SR 270 WB*MAIN ST C 1 17000* 17000
270 002.43 AFTER JCT HIGH ST C 1 7400* 8100*
270 002.66 BEFORE JCT SR 270 COPULLMN WYE CONN C 1 7300*
270 002.67 AFTER JCT SR 270 COPULLMN 1 12000 13000 13000 13000*
270 003.02 AFTER JCT LATAH ST 1 12000*
270 003.19 AFTER JCT STADIUM WAY WYE CONN 1 14000*
270 004.50 AFTER JCT AIRPORT RD 1 04 02 06 11000+
270 009.07 AFTER JCT AIRPORT RD 1 13000*
270 009.89 IDAHO STATE LINE 1 14000* 15000* 14000* 14000*
STATE ROUTE NO 270 COPULLMN MAIN ST TO GRAND AVE
270COPULLMN ** 002.69 AFTER JCT SR 270 WYE CONN 1 6700* 7000 7200 7100
270COPULLMN 002.76 AFTER JCT PINE ST 1 7000*
270COPULLMN 002.88 BEFORE JCT SR 270 WYE CONN 1 9200* 7900*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 98
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 271 MAINLINE SR 27/OAKESDLE TO SR 195
271 004.50 BEFORE JCT L D JOHNSON RD 3 08 02 01 11 630+
271 008.38 BEFORE RAMP SR 195 3 860* 860
STATE ROUTE NO 272 MAINLINE SR 195/COLFAX TO IDAHO
272 000.00 AFTER JCT SR 195 3 1800* 1700
272 000.78 BEFORE JCT COUNTY ROAD 3 760* 800 830 800
272 000.78 AFTER JCT COUNTY ROAD 3 1600*
272 005.38 BEFORE JCT CLEAR CREEK RD 3 580*
272 019.23 IDAHO STATE LINE 3 750* 780 800* 800*
STATE ROUTE NO 274 MAINLINE SR 27/TEKOA TO IDAHO
274 000.00 AFTER JCT SR 27*N CROSBY STREET 3 15 01 16 1300+ 1400 1400 1400
274 001.92 BEFORE JCT STATE LINE RD #1070 3 980* 1000 1100* 1000*
STATE ROUTE NO 278 MAINLINE SR 27 TO IDAHO ST LINE
278 005.50 IDAHO STATE LINE 3 1500 1500* 1500* 1500*
STATE ROUTE NO 281 MAINLINE SR 90 TO SR 28/QUINCY
281 000.00 AT SR 90 BRIDGE 1 3200* 3400 3300
281 000.12 AFTER RAMP SR 90 1 3200* 3400 2900*
281 000.61 AT WEST CANAL BRIDGE 1 06 11 03 20 2400+ 3200 3400 3400
281 000.92 AFTER JCT OLD ALIGNMENT 1 08 11 04 24 3100 3300* 3500 2800+
281 002.65 BEFORE JCT SR 281 SPBURKE 1 3300*
281 002.65 AFTER JCT SR 281 SPBURKE 1 4500 4800 5000 5000*
281 005.56 BEFORE JCT 5 NW 1 5300* 5300
281 005.56 AFTER JCT 5 NW 1 5000* 5000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 99
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
281 009.58 BEFORE JCT 9 NW 1 09 11 03 23 5200+
281 009.58 AFTER JCT 9 NW 1 06 09 03 18 6000+
281 010.55 BEFORE JCT SR 28 1 8600* 9000 8900
STATE ROUTE NO 281 SPUR BURKE SR 281 TO SR 90 EB UX
281SPBURKE 002.65 AFTER JCT SR 281 1 07 12 03 22 1600* 1700 1800 1900+
281SPBURKE 002.76 AFTER JCT 2 NW 1 1900* 2000 2000
281SPBURKE 004.21 BEFORE JCT SR 283 1 2600*
281SPBURKE 004.21 AFTER JCT SR 283 1 3300*
STATE ROUTE NO 282 MAINLINE SR 28/EPHRATA TO SR 17
282 000.01 AFTER JCT SR 28 WYE CONN 2 5300*
STATE ROUTE NO 283 MAINLINE SR 281 TO SR 28
283 000.00 AFTER JCT SR 281 SPBURKE 2 1600 1700 1800 1700*
283 005.96 AFTER JCT 5 NW 2 09 05 03 17 1300 1300+ 1300 1300
283 014.86 BEFORE JCT SR 28 2 06 03 02 11 1500+ 1600 1700 1700
STATE ROUTE NO 285 MAINLINE SR 28 TO SR 2
285 000.00 AFTER JCT SR 28 COWENTCH 1 23000* 24000 24000 24000
285 000.21 AT ADC LOCATION S103 1 43000* 44000* 44000* 44000*
285 000.61 AFTER JCT MISSION ST*STEVENS ST 1 26000*
285 000.71 AFTER JCT FERRY ST 1 21000*
285 000.81 BEFORE JCT BRIDGE ST 1 23000* 23000 24000
285 001.11 BEFORE JCT SR 285 COWENTCH 1 23000*
285 ** 001.11 AFTER JCT SR 285 COWENTCH C 1 13000*
285 001.24 BEFORE JCT SPOKANE ST C 1 14000* 15000 15000 15000
285 001.64 BEFORE JCT ORONDO ST C 1 15000* 16000 16000 16000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 100
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
285 ** 001.64 AFTER JCT ORONDO ST C 1 17000* 17000 18000 18000
285 002.21 BEFORE JCT 5TH ST C 1 15000* 16000 16000 14000*
285 002.21 AFTER JCT 5TH ST C 1 12000* 13000* 13000 13000
285 002.56 AFTER JCT 9TH ST C 1 10000* 11000 11000 11000
285 002.86 BEFORE JCT SR 285 COWENTCH C 1 10000* 11000 11000 10000*
285 002.86 AFTER JCT SR 285 COWENTCH 1 26000* 27000 28000 24000*
285 003.17 AFTER JCT MAPLE ST WYE CONN 1 31000* 33000 34000 31000*
285 004.36 AT WENATCHEE RIVER BRIDGE 1 35000*
285 004.62 BEFORE RAMP EASY ST 1 32000*
285 004.62 AFTER RAMP EASY ST 1 22000* 23000 24000 24000
STATE ROUTE NO 285 COUPLET WENTCH MISSION ST TO MISSION ST
285COWENTCH 002.96 BEFORE JCT SPRINGWATER ST*MILLER ST 1 22000* 23000 23000 18000*
285COWENTCH 002.98 AFTER JCT MILLER ST WYE CONN 1 13000*
285COWENTCH 003.17 BEFORE JCT 9TH ST 1 9300* 9600 9900 10000
285COWENTCH 003.52 BEFORE JCT 5TH ST 1 12000* 12000* 12000 12000
285COWENTCH 003.52 AFTER JCT 5TH ST 1 15000* 15000 16000 13000*
285COWENTCH 004.10 BEFORE JCT ORONDO ST 1 16000* 17000 17000 17000
285COWENTCH 004.10 AFTER JCT ORONDO ST 1 14000* 14000 15000 15000
285COWENTCH 004.54 AFTER JCT CHELAN ST 1 11000* 12000 12000 12000
285COWENTCH 004.61 BEFORE JCT SR 285 WYE CONN 1 10000*
STATE ROUTE NO 290 MAINLINE SR 2/SPOKANE TO IDAHO
290 000.00B AFTER JCT SR 2-BROWNE ST 1 4600* 4700 4600
290 000.00 AFTER JCT SR 2-DIVISION ST 1 10000* 10000 10000
290 000.09 AFTER JCT RIVERPOINT BLVD*PINE ST 1 10000 11000 11000 10000*
290 000.74 BEFORE JCT SR 290 SPHAMLTN 1 12000* 13000 13000 11000*
290 000.74 AFTER JCT SR 290 SPHAMLTN 1 14000* 14000 15000 13000*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT
PAGE 101
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
290 001.44 BEFORE JCT NAPA ST 1 9200*
290 002.26 BEFORE JCT FISKE ST 1 9100* 9000
290 002.35 BEFORE JCT GREENE ST 1 11000* 11000
290 002.48 BEFORE JCT DESMET ST 1 9700*
290 002.48 AFTER JCT DESMET ST 1 7100*
290 002.53 AFTER JCT THOR ST 1 7300*
290 003.22 BEFORE JCT HAVANA ST 1 7200*
290 003.34 BEFORE JCT MISSION AVE 1 7700*
290 003.36 AFTER JCT HOUGH ST 1 22000*
290 004.29 BEFORE JCT FANCHER WAY 1 21000 21000 22000 21000*
290 004.29 AFTER JCT FANCHER WAY 1 17000 18000 18000 17000*
290 005.43 BEFORE JCT CENTER RD 1 19000* 19000
290 008.42 BEFORE JCT SR 27 WYE CONN 1 15000 16000 17000* 17000
290 008.43 AFTER JCT PINES RD*SR 27-PINES RD 1 17000 18000 17000* 17000
290 009.51 AFTER JCT EVERGREEN RD 1 14000 15000 15000 14000*
290 012.50 BEFORE JCT BARKER RD 2 14000 14000 15000 14000*
290 012.53 AFTER JCT OLD SR 290 2 06 05 02 13 9100+
290 018.38 IDAHO STATE LINE 2 4700* 5000* 5100* 5100*
STATE ROUTE NO 290 SPUR HAMLTN SR 290 TO SR 90 UX WB
290SPHAMLTN 000.74 AFTER JCT SR 290 1 35000* 36000 37000 30000*
STATE ROUTE NO 291 MAINLINE SR 2/SPOKANE TO SR 231
291 001.18 BEFORE JCT ASH ST 1 29000*
291 001.18 AFTER JCT ASH ST 1 29000* 29000
291 002.21 BEFORE JCT INDIAN TRAIL RD 1 23000 24000 25000 25000*
291 002.21 AFTER JCT INDIAN TRAIL RD 1 13000*
291 003.00 BEFORE JCT ASSEMBLY ST 1 11000* 11000 11000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 102
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
291 003.06 BEFORE JCT NINE MILE RD WYE CONN 1 9900*
291 003.10 AFTER JCT NINE MILE RD WYE CONN 1 16000*
291 004.25 AFTER JCT WINDRIVER DR 1 11000*
291 005.00 BEFORE JCT PARKWAY RD*PINEMEADOW RD 1 10000* 10000 10000
291 005.22 AFTER JCT SEVEN MILE RD*LOWELL RD 2 7400* 7600 8200*
291 005.72 AFTER JCT JOHANSEN AVE 2 7600* 7700
291 006.16 AFTER JCT KENDICK RD 2 04 01 05 6700+ 6800
291 009.11 BEFORE JCT RUTTER PKWY 2 6400* 6600 6600
291 009.20 AFTER JCT CHARLES RD 2 05 02 07 5600+ 5700 5800
291 012.98 BEFORE JCT SWENSON RD 3 5500* 5600 5700
291 012.98 AFTER JCT SWENSON RD 3 5200* 5300 5400
291 033.09 BEFORE JCT SR 231 3 07 01 01 09 200 210 220+ 220
STATE ROUTE NO 292 MAINLINE SR 231 TO SR 395/LOON LK
292 005.87 BEFORE JCT COLVILLE RD 3 2900*
STATE ROUTE NO 300 MAINLINE BELFAIR ST PK TO SR 3
300 000.00 BELFAIR STATE PARK BOUNDARY 3 04 01 05 5500+ 5700 5700
300 003.17 BEFORE JCT OLD BELFAIR HWY*CLIFTON LN 3 9900* 11000* 11000 11000
300 003.19 AFTER JCT OLD BELFAIR HWY*CLIFTON LN 3 6300* 6300* 6400 6500
300 003.35 BEFORE JCT SR 3 3 7300* 7400* 7500
STATE ROUTE NO 302 MAINLINE SR 3 TO SR 16/PURDY
302 000.00 AFTER JCT SR 3 2 07 01 08 1100 2000+ 2000 2000
302 010.55 BEFORE JCT KPN HWY WYE CONN 2 6400* 6600 7100* 7100
302 010.60 AFTER JCT KPN HWY WYE CONN 2 14000* 15000 13000* 14000
302 013.08 BEFORE JCT 97TH AVE NW 2 15000* 15000 16000
302 015.83 BEFORE JCT SR 302 SPPURDY WYE CONN 2 18000 18000* 19000 19000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 103
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
302 016.60 BEFORE JCT BURNHAM DR NW*GOODNOUGH 2 21000* 21000
302 016.60 AFTER JCT BURNHAM DR NW*GOODNOUGH 2 22000* 21000* 21000
STATE ROUTE NO 302 SPUR PURDY SR 302 TO SR 16 OXING
302SPPURDY 016.14 BEFORE JCT 144TH ST NW 2 12000* 12000 13000
302SPPURDY 016.14 AFTER JCT 144TH ST NW 2 7100* 7300 7400
302SPPURDY 016.91 BEFORE RAMP SR 16 SB 2 2700* 2700 2800
STATE ROUTE NO 303 MAINLINE SR 304 BREMERTON TO SR 3
303 000.00B AFTER JCT SR 304 1 8300*
303 000.00 BEFORE JCT 6TH ST 1 11000*
303 000.26 BEFORE JCT 11TH ST 1 15000* 15000 16000 16000*
303 000.26 AFTER JCT 11TH ST 1 32000* 33000 34000 36000*
303 001.06 AT PORT WASHINGTON NARROWS 1 42000*
303 001.46 BEFORE JCT SHERIDAN RD 1 41000* 41000
303 001.97 BEFORE JCT SYLVAN WAY 1 32000* 33000 34000 34000*
303 002.75 BEFORE JCT RIDDELL RD 1 33000 34000 35000* 35000
303 002.75 AFTER JCT RIDDELL RD 1 40000* 40000
303 003.75 BEFORE JCT MC WILLIAMS RD 1 34000*
303 003.75 AFTER JCT MC WILLIAMS RD 1 28000* 29000 30000 31000*
303 005.38 BEFORE JCT BROWNSVILLE HWY NE 1 27000 28000 28000 27000*
303 005.43 AFTER JCT BROWNSVILLE HWY WYE CONN 1 24000 25000 25000 25000*
303 008.25 BEFORE RAMP SILVERDALE WAY 1 24000* 25000 26000 26000*
303 008.49 BEFORE RAMP SR 3 1 17000* 17000 17000
303 009.07 BEFORE JCT SR 3 OFF RAMP WYE CONN 1 10000*
STATE ROUTE NO 304 MAINLINE SR 3/BREM TO FERRY DOCK
304 000.19B AFTER RAMP SR 3 1 28000* 29000* 30000 30000
* BASED ON ACTUAL COUNT
PAGE 104
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
304 001.20 BEFORE JCT FARRAGUT ST 1 33000* 33000
304 001.67 BEFORE JCT SR 310-N CALLOW*BURWELL ST 1 21000* 21000 22000 22000*
304 001.67 AFTER JCT SR 310-N CALLOW*BURWELL ST 1 14000* 15000 15000 17000*
304 002.00 BEFORE JCT NAVAL AVE 1 15000*
304 002.00 AFTER JCT NAVAL AVE 1 15000*
304 002.63 BEFORE JCT WARREN AVE*SR 303 1 14000 15000 15000 16000*
304 002.63 AFTER JCT WARREN AVE*SR 303 1 9500*
304 002.91 BEFORE JCT PACIFIC AVE 1 8100*
304 003.34 BEFORE JCT OLD SR 303 SPMANETT 1 6200*
304 003.34 AFTER JCT OLD SR 303 SPMANETT 1 5700*
304 003.51 BREMERTON FERRY LANDING 1 1900* 2000* 2100* 2100*
STATE ROUTE NO 305 MAINLINE BAINBRIDGE ISLAND FERRY DK TO SR 3
305 000.02 BAINBRIDGE ISLAND FERRY TERMINAL 1 5900* 6000* 6300* 6300*
305 000.21 BEFORE JCT WINSLOW WAY WYE CONN 1 7200* 7500 7100*
305 000.22 AFTER JCT WINSLOW WAY 1 9800* 10000 10000
305 000.98 AFTER JCT HIGH SCHOOL RD 1 14000* 14000 15000 16000*
305 001.64 AFTER JCT MADISON AVE 1 16000* 17000 17000 17000*
305 002.31 BEFORE JCT MANITOU BEACH*SPORTSMAN CLUB 1 16000* 17000 17000 18000
305 002.31 AFTER JCT MANITOU BEACH*SPORTSMAN CLUB 1 15000* 16000 16000 16000
305 004.27 BEFORE JCT E DAY RD WYE CONN 1 14000 15000 15000 15000*
305 007.19 BEFORE JCT SUQUAMISH WAY NE*PVT RD 1 18000*
305 007.19 AFTER JCT SUQUAMISH WAY NE*PVT RD 1 16000*
305 007.48 BEFORE JCT LAURA LOOP RD 1 14000* 15000 15000 15000
305 007.48 AFTER JCT LAURA LOOP RD 1 14000* 15000 15000 15000
305 011.06 BEFORE JCT NE TOLLEFSON ST 1 15000* 15000 16000 16000
305 011.06 AFTER JCT NE TOLLEFSON ST 1 15000* 16000 16000 16000
305 011.43 BEFORE JCT HOSTMARK ST 1 17000*
* BASED ON ACTUAL COUNT
PAGE 105
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
305 011.43 AFTER JCT HOSTMARK ST 1 15000*
305 012.82 BEFORE JCT SR 307*BOND RD 1 20000 21000 21000 22000*
305 012.82 AFTER JCT SR 307*BOND RD 1 21000*
305 013.31 BEFORE JCT OLD SR 3-VIKING WAY 1 19000* 19000 19000
305 013.31 AFTER JCT OLD SR 3-VIKING WAY 1 19000 20000* 20000 21000
305 013.41 BEFORE JCT SR 3 ON RAMP WYE CONN 1 20000* 20000 21000
STATE ROUTE NO 307 MAINLINE SR 305 TO SR 104
307 000.00 AFTER JCT SR 305 1 13000*
307 002.43 BEFORE JCT NE GUNDERSON RD 1 10000 11000 11000 12000*
307 002.47 AFTER JCT STOTTLEMEYER RD NE 1 9300*
307 005.25 BEFORE JCT SR 104 1 8400* 8700 8700
STATE ROUTE NO 308 MAINLINE SR 3 TO NAVAL RES BDRY
308 000.09 AFTER RAMP SR 3 3 03 01 04 + 7700 7800
308 001.24 BEFORE JCT VIKING*SILVERDALE WAY 3 05 01 06 7300+ 7500 7900 8000
308 001.24 AFTER JCT VIKING*SILVERDALE WAY 3 04 02 06 9500+ 9900 10000 11000
STATE ROUTE NO 310 MAINLINE SR 3 TO SR 304
310 000.05 AFTER JCT SR 3 OFF RAMP WYE CONN 1 31000 31000* 32000 33000
310 000.54 BEFORE JCT OYSTER BAY AVE 1 29000*
310 000.78 BEFORE JCT NATIONAL AVE WYE CONN 1 31000* 32000 33000 33000*
310 000.80 AFTER JCT NATIONAL AVE 1 33000* 35000 36000 38000*
310 001.66 BEFORE JCT WYCOFF AVE 1 14000* 15000 15000 16000
310 001.68 BEFORE JCT 6TH ST 1 15000* 16000 16000 21000*
310 001.84 BEFORE JCT SR 304-BURWELL ST 1 9700*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 106
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 395 MAINLINE OREGON STATE LINE TO CANADA
395 013.42 AFTER RAMP SR 82 1 10000+
395 013.78 AFTER JCT CHRISTENSEN RD 1 9300* 9600 9900 9900
395 014.88 BEFORE JCT W 27TH AVE WYE CONN 1 10000* 11000 11000 11000
395 015.56 BEFORE JCT W 19TH AVE 1 12000*
395 015.56 AFTER JCT W 19TH AVE 1 12000* 13000 14000 14000*
395 016.17 BEFORE JCT W 10TH AVENUE 1 11000 13000* 14000 14000
395 016.17 AFTER JCT W 10TH AVENUE 1 19000* 20000 20000
395 016.42 AFTER JCT W 7TH AVE 1 20000* 21000 22000 22000
395 016.92 BEFORE JCT W KENNEWICK AVENUE 1 19000* 19000 20000 20000*
395 016.92 AFTER JCT W KENNEWICK AVENUE 1 19000* 20000 21000 19000*
395 017.11 AFTER JCT VISTA WAY*W CLEARWATER AVE 1 27000*
395 018.00 BEFORE RAMP SR 240 1 36000 38000 39000* 39000
395 018.58 AFTER COLUMBIA DR*SR 240 1 45000* 45000
395 019.44 AFTER RAMP SYLVESTER ST 1 02 04 01 07 31000+ 31000 32000
395 020.28 BEFORE RAMP SR 182 EB 1 26000* 26000* 26000
395 023.30 AFTER RAMP SR 12-SR 182 1 15000* 15000* 15000
395 023.53 AFTER JCT HILLSBORO STREET 1 08 16 06 30 9100* 9800 11000* 11000+
395 027.20 AT ADC LOCATION B03 1 8300* 9000* 9500* 9900*
395 030.18 AFTER JCT CREST LOCH*SELPH LANDING 1 6900* 7000 7100
395 038.21 AT ADC LOCATION R061 1 7600* 7700* 7800* 7800
395 045.33 BEFORE RAMP SR 17 1 7800* 7800
395 054.21 BEFORE RAMP SR 260 1 5000* 5600* 5600
395 055.73 AFTER RAMP SR 260 1 4100 4100* 4200 4200
395 065.69 BEFORE RAMP SR 26 1 06 18 06 30 4700+ 4800
395 070.59 AFTER JCT CUNNINGHAM RD 1 5400*
395 081.59 BEFORE RAMP SR 21 1 3900* 3900 4000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 107
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
395 082.77 AFTER RAMP SR 21 1 06 21 09 36 4100+ 4100 4200 4200
395 094.89 BEFORE RAMP SR 90 WB 1 06 20 08 34 4000+ 4000 4100
395 164.51 AFTER JCT SR 2 WYE CONN 1 19000* 20000 20000
395 165.32 BEFORE JCT HAWTHORNE RD 1 22000*
395 165.32 AFTER JCT HAWTHORNE RD 1 26000*
395 166.60 BEFORE JCT HASTINGS RD 1 19000 20000 20000 20000*
395 166.60 AFTER JCT HASTINGS RD 1 19000* 20000*
395 169.14 BEFORE JCT HATCH RD 1 14000*
395 179.46 BEFORE JCT SHORT RD WYE CONN 1 05 02 01 08 10000+
395 179.53 AFTER JCT SHORT RD 1 05 03 01 09 7600+
395 180.46 AFTER JCT MONROE RD*CRAWFORD ST 1 04 04 02 10 8300+ 8800 9200 9200
395 182.82 AFTER JCT SPOTTED RD 1 7700*
395 185.60 BEFORE JCT WILLIAMS VALLEY RD 1 04 03 02 09 7700+ 8200 8600 8500
395 190.58 BEFORE JCT SR 292*GARDEN SPOT RD 1 06 05 02 13 7600+
395 190.58 AFTER JCT SR 292*GARDEN SPOT RD 1 05 05 02 12 5000 5300 5600 6000+
395 202.43 BEFORE JCT SR 231 1 5100*
395 202.43 AFTER JCT SR 231 1 6400*
395 206.69 BEFORE JCT SOUTH AVE 1 8000* 7900
395 206.69 AFTER JCT SOUTH AVE 1 8100* 8000
395 207.81 BEFORE JCT 2ND ST*SAND CANYON RD 1 6000 6300 6500 6900*
395 207.81 AFTER JCT 2ND ST*SAND CANYON RD 1 08 06 02 16 5400 5700 5900 6000+
395 213.10 BEFORE JCT BLUE CREEK RD 1 6500* 6800 6800
395 213.10 AFTER JCT BLUE CREEK RD 1 5500* 5600* 5900 5900
395 225.77 AFTER JCT ORIN RICE RD 1 07 04 01 12 7800+
395 229.64 BEFORE JCT SR 20*3RD AVE W 1 11000 11000 12000 12000*
395 229.64 AFTER JCT SR 20*3RD AVE W 1 14000*
395 229.79 AFTER JCT 5TH AVE E 1 12000*
395 230.30 AFTER JCT 8TH AVE W 1 9900* 10000 11000 12000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 108
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
395 231.72 BEFORE JCT WILLIAMS LAKE RD 1 9500*
395 231.72 AFTER JCT WILLIAMS LAKE RD 1 7700*
395 239.13 BEFORE JCT SR 25 WYE CONN 1 5300*
395 239.15 AFTER JCT SR 25 WYE CONN 1 4600 4900 5100 5500*
395 241.89 BEFORE JCT SR 20 1 4000*
395 241.89 AFTER JCT SR 20 1 1600 1700 1800 2200*
395 247.27 BEFORE JCT COUNTY SHOP RD 1 12 03 03 18 1600 1600+ 1700 1800
395 252.92 BEFORE JCT BARSTOW BR RD 1 1100*
395 252.92 AFTER JCT BARSTOW BR RD 1 910*
395 260.00 AT ADC LOCATION P26 1 740* 680* 710* 730*
395 263.82 AFTER JCT LITTLE BOULDER RD 1 04 06 06 16 510+ 540 560 570
395 270.26 INTERNATIONAL BOUNDARY 1 390* 400
STATE ROUTE NO 397 MAINLINE PIERT ROAD TO SR 182
397 005.17 BEFORE JCT S YEW ST 3 9100* 9500 9800 9800
397 005.17 AFTER JCT S YEW ST 3 9400* 9800 10000 10000
397 006.15 AFTER JCT E 3RD AVE 1 10000* 12000* 12000 12000
397 006.40 BEFORE JCT E GUM ST-E 3RD AVE 1 11000* 11000 11000 10000*
397 006.51 BEFORE JCT E 1ST AVE 1 14000* 14000 15000 15000
397 007.71 BEFORE JCT W AINSWORTH ST*S 10TH AVE 1 19000*
397 007.71 AFTER JCT W AINSWORTH ST*S 10TH AVE 1 5200*
397 007.91 AFTER JCT S 7TH LN 1 07 05 01 13 4500+ 4700 4900 4900
397 008.79 BEFORE JCT E AINSWORTH ST 1 4100*
397 008.80 AFTER JCT E AINSWORTH ST WYE CONN 1 3300*
397 011.05 BEFORE RAMP SR 182 1 8100* 8200
STATE ROUTE NO 401 MAINLINE SR 101/MEGLER TO SR 4
401 000.01 AT ADC LOCATION S841 EAST 1 2200* 2200*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 109
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
401 001.11 AFTER REST AREA 1 06 05 02 13 1900+ 1900 2000 2000
401 011.27 BEFORE JCT S VALLEY RD*PARPALA RD 1 1700* 1800 2100* 2100
401 011.27 AFTER JCT S VALLEY RD*PARPALA RD 1 08 06 02 16 2700* 2800 2900+ 3000
401 012.13 BEFORE JCT SR 4 1 3900* 4000
STATE ROUTE NO 405 MAINLINE SR 5/TUKWILA TO SR 5
405 000.45 AFTER RAMP SR 5 NB 5 109000 121000* 128000 125000*
405 000.60 BEFORE RAMP SR 181 5 115000 126000* 133000 131000*
405 001.22 AFTER RAMP SR 181 5 107000 120000* 127000 124000*
405 004.43 AFTER RAMP SR 169 5 96000 94000* 99000 106000*
405 005.71 AFTER RAMP SR 900 5 117000 124000* 131000 121000*
405 006.89 AFTER RAMP NE 30TH ST 5 117000 123000* 130000 125000*
405 007.69 AFTER RAMP NE 44TH ST 5 115000 119000* 126000 125000*
405 009.15 AT ADC LOCATION D1 5 113000* 116000* 123000* 122000*
405 009.61 AFTER RAMP 112TH AVE SE 5 122000 123000* 130000 131000*
405 010.69 BEFORE RAMP SR 90 5 137000 136000* 143000 151000*
405 012.99 AFTER RAMP SE 8TH ST 5 153000 155000* 164000 185000*
405 014.40 BEFORE RAMP SR 520 5 162000 158000* 167000 191000*
405 015.94 AFTER RAMP SR 520 5 143000 140000* 148000 162000*
405 017.61 AFTER RAMP NE 70TH PL 5 145000 143000* 151000 163000*
405 018.64 AFTER RAMP SR 908 5 145000 144000* 152000 165000*
405 019.59 AFTER RAMP NE 116TH ST 5 118000 119000* 126000 138000*
405 020.71 AFTER RAMP NE 124TH ST 5 110000 114000* 121000 124000*
405 023.23 BEFORE RAMP SR 522 5 116000 120000* 127000 134000*
405 024.02 AFTER RAMP SR 522 5 91000 92000* 97000 99000*
405 026.25 BEFORE RAMP SR 527 5 88000 89000* 94000 95000*
405 028.99 AT ADC LOCATION S824 5 83000* 83000* 88000 84000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 110
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 409 MAINLINE FERRY DOCK TO SR 4
409 000.00 PUGET ISLAND FERRY LANDING 3 290* 300* 320* 360*
409 003.84 BEFORE JCT SR 4 3 2200 2200* 2200 2200
STATE ROUTE NO 410 MAINLINE SR 167/SUMNER TO SR 12
410 009.02 AFTER RAMP SR 167 2 46000* 47000* 51000* 51000
410 010.12 BEFORE RAMP SR 162 2 44000* 44000
410 010.79 AFTER RAMP SR 162 2 35000* 35000
410 011.92 AFTER RAMP 166TH AVE E 2 35000* 36000
410 013.37 BEFORE JCT OLD SUMNER BUCKLEY HWY 2 34000* 35000* 35000
410 013.37 AFTER JCT OLD SUMNER BUCKLEY HWY 2 27000* 29000* 29000
410 014.64 AFTER JCT 198TH AVE E*S PRAIRIE RD 2 24000 25000 25000* 26000
410 015.60 BEFORE JCT 214TH AVE E 2 20000 20000* 24000* 24000
410 015.60 AFTER JCT 214TH AVE E 2 15000* 18000* 18000
410 016.81 BEFORE JCT 233RD AVE E 2 15000 16000 17000* 17000
410 016.85 BEFORE JCT 234TH AVE E 2 16000* 17000
410 016.85 AFTER JCT 234TH AVE E 2 13000 14000 15000* 16000
410 018.10 AFTER JCT 254TH AVE E 2 14000 15000 16000* 16000
410 019.63 AFTER JCT MUNDY LOSS RD E 2 15000 15000 15000* 15000
410 020.40 AFTER JCT HINKLEMAN EXTENSION RD 2 15000* 15000
410 021.06 AFTER JCT MASON AVE 2 15000* 16000
410 021.42 AFTER JCT PARK AVE WYE CONN 2 17000* 17000
410 022.46 AFTER JCT 244TH AVE SE 2 13000* 13000
410 023.29 AFTER JCT 252ND AVE SE WYE CONN 2 13000 13000 13000* 12000*
410 023.68 AFTER JCT SE 456TH ST 2 13000 14000 14000* 14000
410 024.12 BEFORE JCT COLE ST WYE CONN 2 12000 13000 13000* 13000
410 024.14 AFTER JCT COLE ST 2 7700 8000 8300* 8400
* BASED ON ACTUAL COUNT
PAGE 111
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
410 024.29 BEFORE JCT ROOSEVELT AVE 2 8100* 8400 8500* 8600
410 024.31 AFTER JCT ROOSEVELT AVE WYE CONN 2 11000* 11000 11000* 11000
410 024.40 AFTER JCT MT VILLA DR*PRIVATE RD 2 12000* 12000* 12000
410 024.82 BEFORE JCT SR 164 2 10000* 11000 10000* 10000
410 024.82 AFTER JCT SR 164 2 9800* 10000 11000* 11000
410 025.64 BEFORE JCT CRYSTAL ST*284TH AVE SE 2 8500* 8900 9100 9200
410 025.64 AFTER JCT CRYSTAL ST*284TH AVE SE 2 5700* 5800 6000 6000
410 041.13 AFTER FEDERATION FOREST ST PK 2 1900*
410 065.68 BEFORE JCT SR 123 WYE CONN 3 03 03 1600+ 1700 1600
410 065.75 AFTER JCT SR 123 2 04 01 05 940+ 970 960
410 078.57 AT UNION CREEK BRIDGE 3 03 01 04 780* 810 830 410+
410 116.30 BEFORE JCT SR 12 SPRIMRCK 3 06 02 08 2000* 2100+ 2200 2100
STATE ROUTE NO 411 MAINLINE SR 432/LONGVIEW TO SR 5
411 000.03 AFTER JCT CITY ST 2 8400 8800 9100* 10000*
411 000.84 BEFORE JCT HUDSON ST 2 9200*
411 000.84 AFTER JCT HUDSON ST 2 14000*
411 001.61 BEFORE JCT CATLIN ST 2 13000*
411 001.61 AFTER JCT CATLIN ST 2 15000*
411 001.67 BEFORE JCT W MAIN ST*SR 411 SPKELSO 3 16000* 16000 15000*
411 001.68 AFTER JCT SR 411 SPKELSO WYE CONN 3 11000* 11000 11000
411 002.00 AFTER JCT FISHERS LN 3 13000 13000* 13000
411 003.15 AFTER JCT BEACON HILL DR 3 03 01 04 9100+ 9200
411 004.71 BEFORE JCT LEXINGTON AVE 3 8800* 8800
411 004.71 AFTER JCT LEXINGTON AVE 3 03 01 04 8400+ 8400
411 007.97 AT ADC LOCATION S819 3 3900* 4100* 4000* 4000
411 012.01 BEFORE JCT PH NO 10 RD*OLD SR 411 3 6100* 6100
411 012.01 AFTER JCT PH NO 10 RD*OLD SR 411 3 8300* 8300
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 112
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
411 013.44 BEFORE RAMP SR 5 3 5600* 5500*
STATE ROUTE NO 411 SPUR KELSO SR 411 TO SR 4
411SPKELSO 001.67 AFTER JCT SR 411-1ST AVE NW 2 10000 10000* 11000 11000
411SPKELSO 001.92 BEFORE JCT GRANT ST 2 3700 3800* 3900* 4000
STATE ROUTE NO 432 MAINLINE SR 4/LONGVIEW TO SR 5
432 000.02 AFTER JCT SR 4 WYE CONN 2 3700* 2400* 2400
432 001.21 BEFORE JCT MT SOLO RD 2 3900*
432 001.21 AFTER JCT MT SOLO RD 2 4200*
432 003.30 BEFORE JCT 38TH AVE 2 5100* 5300 5300
432 003.30 AFTER JCT 38TH AVE 2 8700* 9000 9100
432 003.88 BEFORE WEYERHAEUSER PULP CO 2 8900*
432 004.43 BEFORE JCT WASHINGTON WAY 1 10000* 11000 10000*
432 004.45 AFTER JCT WASHINGTON WAY WYE CONN 1 9600* 9900 9300*
432 004.85 BEFORE JCT DOUGLAS ST 1 9800*
432 004.85 AFTER JCT DOUGLAS ST 1 9600*
432 005.95 BEFORE WEYERHAEUSER CO 1 9900*
432 006.10 BEFORE JCT SR 433*OREGON WAY 1 8700* 8800
432 006.10 AFTER JCT SR 433*OREGON WAY 1 17000* 17000*
432 006.68 BEFORE JCT INTERNATIONAL WAY 1 14000* 15000 16000 16000
432 006.68 AFTER JCT INTERNATIONAL WAY 1 14000* 15000 17000 17000
432 006.80 AFTER JCT FIBRE WAY 1 16000* 17000 19000 19000
432 007.04 BEFORE JCT CALIFORNIA WAY 1 17000* 17000 19000 20000
432 007.04 AFTER JCT CALIFORNIA WAY 1 16000* 16000 18000 19000
432 007.10 AFTER JCT INDUSTRIAL WAY 1 15000* 16000 18000 19000
432 007.47 BEFORE RAMP SR 432 1 16000 17000 18000* 18000*
432 007.52 AFTER RAMP SR 432 1 13000 14000 15000* 15000
* BASED ON ACTUAL COUNT
PAGE 113
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
432 008.17 AFTER RAMP SR 432-3RD AVE 1 27000 28000 28000* 31000*
432 009.66 AFTER RAMP DIKE RD 1 28000*
432 010.10 BEFORE RAMP SR 5 1 23000* 24000 24000 25000
STATE ROUTE NO 433 MAINLINE OREGON ST LINE TO SR 432
433 000.00 AT COLUMBIA RIVER BRIDGE 1 20000*
433 000.70 AT ADC LOCATION S503 1 18000* 19000* 19000* 20000*
STATE ROUTE NO 500 MAINLINE SR 5/VAN TO SR 14/CAMAS
500 000.00 AFTER RAMP NE 39TH STREET 1 23000* 22000* 23000
500 001.12 BEFORE JCT ST JOHNS BLVD WYE CONN 1 29000 30000* 38000* 41000*
500 001.14 AFTER JCT ST JOHNS BLVD WYE CONN 1 29000 31000* 39000* 44000*
500 001.81 AFTER JCT NE 42ND AVE WYE CONN 1 29000 32000* 32000 33000
500 002.61 BEFORE RAMP NE ANDRESEN RD 1 45000*
500 003.58 AFTER RAMP NE ANDRESEN RD 1 45000*
500 004.27 BEFORE RAMP SR 205 SB 1 36000 37000 45000* 55000*
500 005.21 AFTER RAMP SR 205 NB 1 50000* 52000 50000* 56000*
500 005.94 BEFORE JCT SR 503*4TH PLAIN ROAD 1 32000* 33000 39000*
500 005.97 AFTER JCT SR 503*4TH PLAIN ROAD 1 26000* 27000 36000*
500 006.15 AFTER JCT NE 121ST AVE 1 30000*
500 006.32 AFTER JCT NE 124TH AVE 1 32000*
500 007.03 AFTER JCT NE 137TH AVE 1 22000*
500 007.53 AFTER JCT NE WARD RD*PRIVATE ROAD 1 11000* 12000 12000 13000*
500 008.30 AFTER JCT NE 162ND AVE 3 7500* 7600* 7800 8500*
500 015.23 AFTER JCT NE 19TH ST 3 4500*
500 017.93 AFTER JCT NE LAKE RD 3 7400* 7500
500 018.44 AFTER JCT NE 22ND AVE 3 6800* 7100 7200 7300
500 018.75 AFTER JCT NE 15TH AVE 3 5000* 5200 5800* 5800
* BASED ON ACTUAL COUNT
PAGE 114
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
500 018.90 AFTER JCT NE GARFIELD ST 3 4800* 5000 5100 5200
500 019.15 AFTER JCT NE GARFIELD ST*NE 3RD AVE 3 7600* 7900 8100 8200
500 019.29 AFTER JCT NE 3RD AVE*NE DALLAS ST 3 4700* 4900 5100 5100
500 020.37 BEFORE JCT SR 14 3 3100 3400* 3500* 3100*
STATE ROUTE NO 501 MAINLINE SR 5/VANCOUVER TO SR 5
501 000.13 AFTER RAMP SR 5 WYE CONN 1 18000* 19000 19000* 20000
501 000.27 AFTER JCT F ST 1 18000* 19000 19000 19000*
501 000.88 AFTER JCT MAIN ST 1 14000* 14000 16000*
501 001.34 AFTER JCT KAUFFMAN AVE 1 12000 13000 15000* 15000*
501 001.91 AFTER JCT FRUIT VALLEY RD*KOTOBUKI 1 7600*
501 001.96 AFTER JCT UNANDER AVE 1 5600* 5800 6000 6100
501 002.24 AFTER JCT SW 26TH ST EXT 1 6000*
501 005.17 AFTER JCT LOWER RIVER RD 2 08 03 01 12 840+ 860 870
501 005.24 BEFORE JCT PROP ALIGNMENT SR 501 2 1100 920* 940 950
501 005.30 AFTER JCT PROP ALIGN SR 501 WYE CONN 2 09 11 03 23 640 570+ 590 590
501 017.26 BEFORE JCT N NINTH ST 3 5300*
501 017.27 AFTER JCT S NINTH ST 3 4900*
501 019.05 BEFORE JCT NW 31ST AVE 3 3800* 3900 4000 4700*
501 019.05 AFTER JCT NW 31ST AVE 3 5100* 5300 5400 6500*
501 019.75 BEFORE JCT NW TIMM RD 3 4600 4700 4800 6900*
501 019.75 AFTER JCT NW TIMM RD 3 7700*
501 019.78 BEFORE RAMP SR 5 3 5300 5700* 8500* 8000*
STATE ROUTE NO 502 MAINLINE SR 5 TO SR 503/BATTLEGROUND
502 000.06 AFTER JCT NE 179TH ST 1 11000 11000 13000* 13000
502 002.05 BEFORE JCT NE 10TH AVE 1 9300 9700 10000* 11000*
502 002.05 AFTER JCT NE 10TH AVE 1 8900 9300 10000* 10000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 115
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
502 005.03 BEFORE JCT NE 72ND AVE 1 11000*
502 005.03 AFTER JCT NE 72ND AVE 1 11000 11000 12000 14000*
502 007.04 BEFORE JCT NW 20TH AVE*NE 20TH AVE 1 11000 12000 12000 12000*
502 007.04 AFTER JCT NW 20TH AVE*NE 20TH AVE 1 13000 13000 14000 13000*
502 007.54 BEFORE JCT SR 503 WYE CONN 1 14000* 14000 15000 15000*
STATE ROUTE NO 503 MAINLINE SR 500 TO SR 5/WOODLAND
503 000.01 AFTER JCT NE 4TH PLAIN RD WYE CONN 1 27000* 28000 28000 29000*
503 000.10 BEFORE JCT NE ROSEWOOD RD 1 31000*
503 000.10 AFTER JCT NE ROSEWOOD RD 1 28000*
503 000.51 AFTER JCT NE 71ST ST 1 27000* 27000 28000
503 000.73 AFTER JCT NE 76TH ST 1 23000* 25000* 26000 25000*
503 001.60 AFTER JCT NE 95TH ST 1 20000* 21000 21000 21000
503 002.81 BEFORE JCT NE 119TH ST 1 17000* 17000 18000 18000*
503 002.81 AFTER JCT NE 119TH ST 1 15000* 16000 16000 15000*
503 007.08 BEFORE JCT NE 199TH ST WYE CONN 1 11000* 12000 12000 11000*
503 008.07 BEFORE JCT SR 502 WYE CONN*MAIN ST 1 11000* 11000 11000 12000*
503 008.11 AFTER JCT SR 502 WYE CONN*MAIN ST 2 9800* 10000 10000 12000*
503 009.35 AFTER JCT NE 244TH ST 2 13000* 13000*
503 010.63 BEFORE JCT NE 269TH ST*NE POTTER RD 2 8900*
503 010.63 AFTER JCT NE 269TH ST*NE POTTER RD 2 7800*
503 015.98 BEFORE JCT NE FARGHER LAKE HWY 2 4000*
503 015.98 AFTER JCT NE FARGHER LAKE HWY 2 3800*
503 020.44 BEFORE JCT NE 399TH ST 2 2300*
503 020.44 AFTER JCT NE 399TH ST 2 2700*
503 020.94 AFTER JCT NE 221ST AVE 2 710* 730 750 580*
503 022.61 BEFORE JCT NE 419TH ST 2 460*
503 022.61 AFTER JCT NE 419TH ST 2 1700*
* BASED ON ACTUAL COUNT
PAGE 116
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
503 024.81 BEFORE JCT NE HEALY RD 2 09 03 12 2000+ 2100 2100 2100
503 027.83 AT LEWIS RIVER BRIDGE 2 05 01 06 740+ 770 790 790
503 031.31 BEFORE JCT SR 503 SPCOUGAR 2 650*
503 031.31 AFTER JCT SR 503 SPCOUGAR 2 08 01 09 840+
503 033.04 AFTER JCT BAKER RD 2 760*
503 044.12 BEFORE JCT MERWIN VILLAGE RD 2 1400*
503 044.12 AFTER JCT MERWIN VILLAGE RD 2 1600*
503 048.52 BEFORE JCT NIEMI RD 2 2600*
503 048.52 AFTER JCT NIEMI RD 2 2800*
503 051.00 BEFORE JCT ROSS RD 2 4600*
503 051.00 AFTER JCT ROSS RD 2 4600*
503 053.92 BEFORE JCT N GOERIG ST WYE CONN 2 8600* 8800 9200*
503 053.95 AFTER JCT N GOERIG ST 2 8800*
503 054.24 BEFORE JCT MILLARD ST 2 9300* 9500 9600
503 054.31 BEFORE JCT S LEWIS RIVER HWY 2 11000 12000 12000* 14000*
503 054.33 AFTER JCT ATLANTIC ST 2 15000 16000 16000* 16000*
STATE ROUTE NO 503 SPUR COUGAR SR 503 TO SKAMANIA CO.
503SPCOUGAR 031.31 AFTER JCT SR 503 3 08 01 09 940+
STATE ROUTE NO 504 MAINLINE SR 5 TO MT ST HELENS
504 000.10 AFTER RAMP SR 5 3 12000*
504 000.15 AFTER JCT OLD PAC HWY*DOUGHERTY RD 3 9700* 9800
504 004.59 AFTER JCT ESTES RD 3 08 04 12 4700+ 4700
504 009.09 BEFORE JCT HALL RD 3 4300* 4400
504 009.09 AFTER JCT HALL RD 3 3900* 4000
504 010.56 BEFORE JCT SIGHTLY RD 3 3400* 3400
504 010.57 AFTER JCT S TOUTLE RD 3 1200* 1200
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 117
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
504 018.18 BEFORE JCT ROAD 1900 3 2000*
504 018.98 AT ADC LOCATION S840 3 1300* 1400 1400 1100*
STATE ROUTE NO 505 MAINLINE WINLOCK TO SR 504
505 002.52 BEFORE JCT KNOWLES RD 3 3200* 3200
505 002.88 BEFORE RAMP SR 5 3 2600* 2700 3200* 3300*
505 003.03 AFTER RAMP SR 5 3 3100*
505 004.25 AT MILL CREEK BRIDGE 3 06 02 08 2300+ 2400 2400
505 005.36 BEFORE JCT JACKSON HWY*PLOMONDON RD 3 06 02 01 09 2500+ 2600 2700 2700
505 005.57 AFTER JCT JACKSON HWY WYE CONN 3 06 01 07 3700+ 3900 4000 4000
505 006.32 AFTER JCT ASH ST*OLD SR 505 3 5000 5200 5500* 5500
STATE ROUTE NO 506 MAINLINE RYDERWOOD TO SR 5
506 006.85 BEFORE JCT MILITARY ROAD 3 1800* 1800 1900 1900
506 006.85 AFTER JCT MILITARY ROAD 3 1200* 1300 1300 1300
506 009.87 BEFORE JCT FRONTAGE RD 3 1200 1300* 1400 1400
506 011.53 AT SR 5 3 1000 1100 1100 1300*
STATE ROUTE NO 507 MAINLINE SR 5/CENTRALIA TO SR 7
507 000.05 AFTER RAMP SR 5 3 15000* 16000* 16000 17000
507 000.07 AFTER JCT ELLSBURY ST 3 12000* 13000* 13000 13000*
507 000.27 AFTER JCT YEW ST 3 10000 11000* 11000 11000
507 000.91 BEFORE JCT SR 507 COPEARL 3 7300 7600 7800 7700*
507 ** 000.95 BEFORE JCT S TOWER AVE*E CHERRY ST C 3 4100*
507 000.95 AFTER JCT S TOWER AVE*E CHERRY ST C 3 9400*
507 001.26 BEFORE JCT E LOCUST ST C 3 10000 11000 11000 11000*
507 001.31 BEFORE JCT E MAIN ST C 3 9500 9900 10000 10000*
507 001.31 AFTER JCT E MAIN ST C 3 8600 9000 9200 9600*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 118
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
507 ** 001.52 BEFORE JCT E MAPLE ST C 3 6800*
507 001.52 AFTER JCT E MAPLE ST C 3 7000*
507 001.79 BEFORE JCT E FIRST ST C 3 6300*
507 001.79 AFTER JCT E FIRST ST C 3 6100*
507 002.26 BEFORE JCT SR 507 COPEARL C 3 6400*
507 002.26 AFTER JCT SR 507 COPEARL 3 8500*
507 002.72 AFTER JCT REYNOLDS AVE 3 8500*
507 009.96 BEFORE JCT W SIXTH ST 3 2100*
507 009.96 AFTER JCT W SIXTH ST 3 2800*
507 011.43 AFTER JCT 184TH AVE SE 3 2700*
507 013.64 BEFORE JCT OLD HWY 99 2 2800*
507 013.64 AFTER JCT OLD HWY 99 2 6800*
507 014.08 BEFORE JCT WICHMAN ST N*SUSSEX AVE 2 6600*
507 014.08 AFTER JCT WICHMAN ST N*SUSSEX AVE 2 7700*
507 014.67 BEFORE JCT OLD HWY 99 N WYE CONN 2 8300*
507 014.72 AFTER JCT OLD HWY 99 N WYE CONN 2 5900* 6100 4900*
507 017.85 AFTER JCT MILITARY RD SE 2 3100*
507 020.04 BEFORE JCT JOHNSON CREEK RD SE 2 3300*
507 020.04 AFTER JCT JOHNSON CREEK RD SE 2 3500*
507 022.03 BEFORE JCT VAIL CUT OFF RD SE 2 3700*
507 022.03 AFTER JCT VAIL CUT OFF RD SE 2 3900* 4200*
507 022.60 BEFORE JCT MINNESOTA ST 2 5300*
507 022.60 AFTER JCT MINNESOTA ST 2 6000*
507 022.74 BEFORE JCT CENTER ST 2 6600*
507 022.74 AFTER JCT CENTER ST 2 5500*
507 024.25 BEFORE JCT KOEPPEN RD 2 5100* 5300 5400 5500*
507 024.25 AFTER JCT KOEPPEN RD 2 4500* 4700 4800 4900*
507 025.42 AFTER JCT KOEPPEN RD*MANKE RD 2 5200* 5400 5500 5500
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT
PAGE 119
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
507 029.24 BEFORE JCT CREEK ST SE*BALD HILLS 2 12000 14000* 14000 14000
507 029.24 AFTER JCT CREEK ST SE*BALD HILLS 2 9400* 9700 9800
507 030.50 BEFORE JCT VAIL RD SE 2 11000*
507 030.50 AFTER JCT VAIL RD SE 2 13000*
507 031.09 BEFORE JCT SR 702 2 11000 13000* 13000 13000*
507 031.09 AFTER JCT SR 702 2 8400* 8600 8400*
507 039.59 BEFORE JCT MILITARY RESERVATION RD 2 9000*
507 039.59 AFTER JCT MILITARY RESERVATION RD 2 05 04 01 10 8400+ 8700 8900 9000
507 043.50 BEFORE JCT SR 7 WYE CONN 2 10000* 10000 11000
STATE ROUTE NO 507 COUPLET PEARL SIXTH ST TO W CHERRY ST
507COPEARL ** 002.26 AFTER JCT SR 507-E SIXTH*W SIXTH 3 5300*
507COPEARL 002.69 AFTER JCT W FIRST ST 3 6100*
507COPEARL 002.93 BEFORE JCT W MAPLE ST 3 6800*
507COPEARL 002.93 AFTER JCT W MAPLE ST 3 7200*
507COPEARL 003.13 BEFORE JCT W MAIN ST 3 7600*
507COPEARL 003.13 AFTER JCT W MAIN ST 3 9500*
507COPEARL 003.20 BEFORE JCT W LOCUST ST 3 9500*
507COPEARL 003.20 AFTER JCT W LOCUST ST 3 9200*
507COPEARL 003.49 BEFORE JCT SR 507-W CHERRY ST 3 9300*
STATE ROUTE NO 508 MAINLINE SR 5 TO SR 7/MORTON
508 000.00 AT SR 5 3 2500* 2600 2600 2700
508 000.16 AFTER RAMP SR 5 3 4800* 5000 4900* 5000
508 032.84 BEFORE JCT SR 7 3 3000* 3200 3300 3300
STATE ROUTE NO 509 MAINLINE SR 5/TACOMA TO SR 99
509 000.16B AFTER JCT S 28TH ST 1 13000* 13000 13000 14000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 120
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
509 000.44B AFTER JCT S 24TH ST 1 16000*
509 000.00 BEFORE JCT SR 509 CO11THST 1 13000*
509 000.20 AFTER JCT SR 509 CO11THST 1 16000* 17000 17000 15000*
509 000.61 BEFORE JCT F ST 1 16000* 17000 17000 18000
509 001.11 BEFORE JCT PORTLAND AVE 1 15000*
509 001.11 AFTER JCT PORTLAND AVE 1 15000 16000 16000 16000*
509 003.18 BEFORE JCT SR 509 AR WYE CONN 1 12000*
509 003.22 AFTER JCT SR 509 AR WYE CONN 2 03 01 04 5800+
509 005.80 AFTER JCT SLAYDEN RD NE 2 4700* 4800 4900
509 007.85 AT FB HOIT BR*KING CO LINE 2 3200* 3200 3300
509 011.24 BEFORE JCT 21ST AVE SW WYE CONN 2 4200* 4300 4400
509 011.25 AFTER JCT 21ST AVE SW 2 18000* 18000 18000
509 011.45 BEFORE JCT SW 312TH ST WYE CONN 2 13000* 13000 13000
509 012.76 BEFORE JCT SW 301ST ST 2 13000* 13000* 13000 13000
509 013.16 BEFORE JCT 4TH AVE S 2 13000* 13000* 13000 13000
509 013.84 AFTER JCT 9TH PL S 2 15000 15000* 16000 16000
509 013.96 AFTER JCT 11TH PL S 2 17000* 17000 18000
509 014.28 BEFORE JCT SR 99 WYE CONN 2 02 02 19000* 17000+ 18000 18000
509 019.62 AFTER JCT SR 516*OLD SR 509 WYE CONN 1 18000*
509 020.13 BEFORE JCT S 220TH ST 1 17000* 19000* 20000 20000
509 020.13 AFTER JCT S 220TH ST 1 17000* 17000 17000 18000
509 020.32 BEFORE JCT S 218TH ST 1 17000*
509 020.41 BEFORE JCT DES MOINES MEM DR WYE CONN 1 21000*
509 020.45 AFTER JCT DES MOINES MEMORIAL DR 1 11000*
509 020.75 BEFORE JCT S 216TH ST 1 9600*
509 020.75 AFTER JCT S 216TH ST 1 9600*
509 021.79 BEFORE JCT SW 200TH ST 1 11000*
509 021.79 AFTER JCT SW 200TH ST 1 11000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 121
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
509 022.70 BEFORE JCT SW 186TH ST 1 12000* 12000 12000 13000*
509 023.07 BEFORE JCT NORMANDY ROAD 1 13000* 12000 13000 14000*
509 023.07 AFTER JCT NORMANDY ROAD 1 13000* 13000 13000 14000*
509 023.20 AFTER JCT S 177TH PL 1 15000*
509 023.47 BEFORE JCT 1ST AVE S 1 16000*
509 023.48 AFTER JCT 1ST AVE S 1 3300*
509 023.67 AFTER RAMP DES MOINES WAY S 1 26000* 26000 27000*
509 025.08 AFTER RAMP S 160TH ST 1 28000* 29000 30000
509 026.37 AT ADC LOCATION D14 1 47000* 46000* 47000* 49000*
509 028.19 AFTER RAMP S 112TH ST 1 38000* 39000 41000
509 029.52 AFTER JCT S KENYON ST 1 43000* 43000 43000 45000
STATE ROUTE NO 509AR PACIFIC AVE TO SR 509
509AR 002.39 BEFORE JCT PORT OF TACOMA RD WYE CONN 1 3500*
509AR 002.43 AFTER JCT PORT OF TACOMA RD WYE CONN 1 8000*
STATE ROUTE NO 509 COUPLET 11THST A STREET TO 13TH STREET
509CO11THST ** 000.42 BEFORE JCT 13TH ST*SR 509 1 13000 14000 14000 13000*
STATE ROUTE NO 510 MAINLINE SR 5 TO SR 507/YELM
510 000.11 AFTER RAMP SR 5 2 18000* 19000 20000 20000
510 000.18 AFTER JCT QUINAULT WAY NE 2 15000* 15000 16000 16000
510 002.62 BEFORE JCT MARTIN WAY SE 2 17000 16000* 16000 17000
510 002.63 AFTER JCT MARTIN WAY SE WYE CONN 2 15000* 16000 16000
510 003.31 BEFORE JCT STEILACOOM RD SE 2 14000* 14000 15000 15000
510 003.31 AFTER JCT STEILACOOM RD SE 2 11000* 12000 12000 12000
510 004.28 BEFORE JCT PACIFIC HWY*MARVIN ROAD 2 10000* 11000 11000*
510 004.28 AFTER JCT PACIFIC HWY*MARVIN ROAD 2 8300* 8600 8900*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT
PAGE 122
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
510 005.38 BEFORE JCT ROCKCRESS DR SE 2 8300*
510 005.38 AFTER JCT ROCKCRESS DR SE 2 4000*
510 006.30 BEFORE JCT OLD PACIFIC HWY WYE CONN 2 7800*
510 006.35 AFTER JCT OLD PACIFIC HWY 2 8700*
510 006.95 AFTER JCT MERIDIAN RD SE 2 5500*
510 009.09 BEFORE JCT RESERVATION RD SE 2 5200*
510 009.09 AFTER JCT RESERVATION RD SE 2 7900*
510 009.27 AFTER JCT YELM HWY SE 2 10000*
510 010.06 BEFORE JCT MUCK CREEK DR SE 2 8800* 9100 9400 9500
510 010.21 BEFORE JCT SHE-NAH-NUM DR SE 2 9900*
510 010.40 BEFORE JCT MUK-SUT-WEI DR SE 2 9400*
510 010.40 AFTER JCT MUK-SUT-WEI DR SE 2 9700*
510 015.28 AFTER JCT LONGMIRE ST 2 13000*
STATE ROUTE NO 512 MAINLINE SR 5 TO SR 167/PUYALLUP
512 000.32 AFTER RAMP SR 5 1 87000* 89000 89000 91000
512 001.53 AT ADC LOCATION D3 1 71000* 71000* 71000* 73000*
512 002.54 AFTER RAMP SR 7 1 53000 56000* 56000 57000
512 008.21 BEFORE RAMP SR 161 1 46000* 47000* 48000
512 009.34 AFTER RAMP SR 161 1 56000 57000 56000* 57000
512 010.52 AFTER RAMP MERIDIAN ST 1 61000* 63000
512 011.12 AT PUYALLUP RIVER BRIDGE 1 56000* 57000 57000 58000
512 011.71 AFTER RAMP SR 167 1 27000 28000 28000 31000*
STATE ROUTE NO 513 MAINLINE SR 520 TO MAGNUSON PK
513 000.00 AT SR 520 1 39000* 41000 42000 42000
513 000.07 AFTER RAMP SR 520 1 61000* 64000 65000 66000
513 000.10 AFTER JCT E HAMLIN ST 1 51000* 53000 55000 55000
* BASED ON ACTUAL COUNT
PAGE 123
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
513 000.34 BEFORE JCT NE PACIFIC ST 1 50000* 52000 54000 54000
513 001.09 BEFORE JCT 25TH AVE NE 1 41000* 43000 44000 44000
513 001.10 AFTER JCT 25TH AVE NE WYE CONN 1 26000* 27000 28000 28000
513 001.50 BEFORE JCT UNION BAY PL WYE CONN 1 37000* 38000 39000
513 001.54 AFTER JCT NE 45TH ST WYE CONN 1 28000* 29000 30000 30000
513 001.77 BEFORE JCT NE 45TH ST*38TH AVE NE 1 25000* 26000 27000 27000
513 001.78 AFTER JCT NE 45TH ST WYE CONN 1 21000* 22000 23000 23000
513 003.35 BEFORE JCT NE 65TH ST*W G MAGNUSON 1 14000* 15000 15000 15000
STATE ROUTE NO 515 MAINLINE SR 516 TO SR 900/RENTON
515 000.00 AFTER JCT SR 516 2 22000* 23000 24000 24000
515 000.75 BEFORE JCT SE 244TH ST 2 25000* 26000 27000 25000*
515 000.75 AFTER JCT SE 244TH ST 2 25000* 26000 26000 25000*
515 001.00 AFTER JCT SE 240TH ST 2 23000* 24000 24000 24000
515 002.59 BEFORE JCT SE 217TH ST 2 25000* 26000 26000
515 002.59 AFTER JCT SE 217TH ST 2 24000* 25000 25000
515 003.12 BEFORE JCT SE 208TH ST 2 25000* 26000 27000 27000
515 003.12 AFTER JCT SE 208TH ST 2 27000* 28000 29000 29000
515 003.86 BEFORE JCT SE 196TH ST 2 24000* 25000 22000* 24000*
515 003.86 AFTER JCT SE 196TH ST 2 25000* 26000 23000* 24000*
515 004.53 BEFORE JCT SE 186TH ST 2 23000 24000 24000* 24000
515 004.53 AFTER JCT SE 186TH ST 2 24000 25000 24000* 24000
515 005.14 BEFORE JCT SE CARR RD*SE 176TH ST 2 27000* 28000 29000 29000
515 005.14 AFTER JCT SE CARR RD*SE 176TH ST 2 21000* 22000 22000 23000
515 007.59 AFTER JCT S 4TH ST 2 23000 24000* 25000 25000
STATE ROUTE NO 516 MAINLINE SR 509 TO SR 169
516 000.00 AFTER JCT SR 509 1 13000* 14000 14000 13000*
* BASED ON ACTUAL COUNT
PAGE 124
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
516 000.94 BEFORE JCT 20TH AVE S 1 10000* 10000 12000* 12000
516 000.94 AFTER JCT 20TH AVE S 1 12000 13000 14000* 14000
516 001.74 BEFORE JCT SR 99 WYE CONN 1 15000* 15000* 15000 15000
516 001.83 AFTER JCT SR 99 WYE CONN 1 31000* 30000* 31000* 29000*
516 001.90 AFTER JCT 30TH AVE S WYE CONN 1 34000* 35000* 34000*
516 002.25 AFTER JCT MILITARY RD 1 02 03 05 31000+ 32000 33000 33000
516 004.52 BEFORE JCT SR 181*68TH AVE S 1 05 02 07 23000* 24000 21000+ 22000
516 004.58 BEFORE RAMP SR 167 1 35000* 36000
516 004.72 AFTER RAMP SR 167 1 25000 26000 25000* 25000
516 004.77 AFTER JCT 74TH AVE S 1 23000 24000 24000* 25000
516 005.30 BEFORE JCT S CENTRAL AVE 1 17000* 18000 19000 19000
516 005.30 AFTER JCT S CENTRAL AVE 1 29000* 31000 31000 32000
516 005.68 BEFORE JCT SMITH ST*N CENTRAL AVE 1 20000* 21000* 21000 22000
516 005.68 AFTER JCT SMITH ST*N CENTRAL AVE 1 35000* 31000* 32000 32000
516 007.34 BEFORE JCT 104TH AVE SE*SR 515 1 33000* 34000 35000 36000
516 007.34 AFTER JCT 104TH AVE SE*SR 515 1 37000* 38000 39000 40000
516 007.43 AFTER JCT SE 256TH ST WYE CONN 1 27000* 28000 29000 29000
516 007.82 AFTER JCT 111TH AVE SE 1 27000 30000* 31000 32000
516 008.18 BEFORE JCT 116TH AVE SE 1 28000 30000* 30000 31000
516 008.18 AFTER JCT 116TH AVE SE 1 28000* 29000 29000
516 010.12 BEFORE JCT 144TH AVE SE 1 20000* 30000* 30000
516 010.12 AFTER JCT 144TH AVE SE 1 20000* 20000 21000
516 010.14 AFTER JCT SE 270TH PL 1 29000* 30000
516 011.37 BEFORE JCT 164TH AVE SE 1 17000* 17000 18000 18000
516 011.42 BEFORE RAMP SR 18 1 22000* 24000* 25000 25000
516 011.51 AFTER RAMP SR 18 2 33000* 34000 35000
516 011.87 BEFORE JCT 172ND AVE SE 2 24000* 24000
516 011.87 AFTER JCT 172ND AVE SE 2 25000* 26000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 125
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
516 012.12 AFTER JCT SE WAX RD WYE CONN 2 04 01 05 19000 20000 22000+ 22000
516 013.11 BEFORE JCT 192ND AVE SE 2 17000 20000* 19000* 19000
516 013.11 AFTER JCT 192ND AVE SE 2 15000 17000* 16000* 16000
516 014.63 BEFORE JCT 216TH AVE SE 2 15000* 15000 16000 15000*
516 014.63 AFTER JCT 216TH AVE SE 2 13000* 12000* 12000 13000*
516 015.10 BEFORE JCT WITTE RD SE 2 05 01 06 13000 13000 12000+ 12000
516 015.10 AFTER JCT WITTE RD SE 2 05 01 06 9400 9800 9700+ 9800
516 016.22 BEFORE JCT SR 169 2 8300* 9600* 9900 10000
STATE ROUTE NO 518 MAINLINE SR 509 TO SR 5/TUKWILA
518 000.00 AFTER RAMP SR 509 1 40000 41000 42000* 43000
518 000.35 AT ADC LOCATION D13 1 47000* 49000* 52000* 52000*
518 002.83 AFTER RAMP SR 99 1 80000* 88000* 93000 94000
STATE ROUTE NO 519 MAINLINE SR 90 TO FERRY TERMINAL
519 000.14 BEFORE JCT ROYAL BROUGHAM WAY*4TH 1 28000* 30000* 31000 31000
519 000.14 AFTER JCT ROYAL BROUGHAM WAY*4TH 1 14000* 17000* 18000 18000
519 000.38 AFTER JCT 1ST AVE S 1 9100*
519 000.48 BEFORE JCT ALASKAN WAY S WYE CONN 1 9600* 9900 10000
519 000.51 AFTER JCT ROYAL BRGHM WAY WYE CONN 1 11000* 11000 11000
STATE ROUTE NO 520 MAINLINE SR 5/SEATTLE TO SR 202
520 000.72 BEFORE RAMP SR 513 1 90000* 92000 91000
520 001.43 AFTER RAMP SR 513 1 89000* 92000 91000
520 004.08 AT ADC LOCATION D10 1 97000* 97000* 100000* 99000*
520 004.62 AFTER RAMP 84TH AVE NE 1 86000* 89000 87000*
520 005.39 AFTER RAMP 92ND AVE NE-FLYER STOP 1 94000* 97000 92000*
520 005.99 AFTER RAMP LAKE WASHINGTON BLVD 1 75000* 77000 79000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 126
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
520 006.69 BEFORE RAMP SR 405 1 91000* 94000 85000*
520 007.21 AFTER RAMP SR 405 1 108000* 111000 109000*
520 007.35 AFTER RAMP 124TH AVE NE 1 79000* 82000 88000*
520 009.60 AFTER RAMP 148TH AVE NE 1 60000* 62000 69000*
520 011.25 AFTER RAMP NE 51ST ST 1 60000* 61000 64000*
STATE ROUTE NO 522 MAINLINE SR 5/SEATTLE TO SR 2
522 000.58 AFTER JCT 12TH AVE NE 1 33000*
522 002.52 BEFORE JCT NE NORTHGATE WAY 1 29000*
522 002.52 AFTER JCT NE NORTHGATE WAY 1 37000*
522 003.47 BEFORE JCT NE 130TH ST 1 30000*
522 003.47 AFTER JCT NE 130TH ST 1 29000*
522 003.98 AFTER JCT NE 140TH ST 1 35000* 36000 37000 38000
522 004.22 BEFORE JCT NE 145TH ST*SR 523 1 35000*
522 004.23 AFTER JCT SR 523 WYE CONN 1 43000*
522 004.76 BEFORE JCT NE 155TH ST 1 43000* 45000 43000 41000*
522 004.76 AFTER JCT NE 155TH ST 1 38000*
522 004.83 AFTER JCT 38TH AVE NE 1 43000* 44000 46000 40000*
522 005.82 BEFORE JCT SR 104 WYE CONN 1 42000* 39000*
522 005.87 AFTER JCT SR 104 WYE CONN 1 54000* 50000*
522 006.54 BEFORE JCT 60TH AVE NE 1 53000* 56000 57000 58000
522 006.54 AFTER JCT 60TH AVE NE 1 50000* 52000 54000 54000
522 007.21 BEFORE JCT 68TH AVE NE 1 43000* 44000 45000
522 007.21 AFTER JCT 68TH AVE NE 1 36000* 37000 37000
522 008.15 BEFORE JCT 83RD PL NE 1 37000 38000 36000* 37000
522 008.15 AFTER JCT 83RD PL NE 1 35000* 36000 37000 37000
522 009.61 BEFORE JCT NE 180TH ST 1 33000* 34000 35000 36000
522 009.81 BEFORE JCT SR 527*MAIN ST 1 35000* 37000*
* BASED ON ACTUAL COUNT
PAGE 127
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
522 009.81 AFTER JCT SR 527*MAIN ST 1 26000* 28000*
522 010.23 AFTER JCT KAYSNER WAY WYE CONN 1 30000* 32000 32000 33000
522 010.59 BEFORE RAMP SR 405 1 35000*
522 011.84 BEFORE RAMP SR 202 1 69000 68000* 70000 71000
522 012.31 AFTER RAMP SR 202 1 48000* 50000 50000
522 013.30 AT ADC LOCATION P19 1 31000* 32000* 33000* 34000*
522 013.82 BEFORE RAMP SR 9 1 31000* 32000* 33000* 34000*
522 016.60 BEFORE JCT SR 524*PARADISE LAKE RD 1 05 03 01 09 22000 21000+ 22000 22000
522 016.60 AFTER JCT SR 524*PARADISE LAKE RD 1 05 03 01 09 18000 18000+ 19000 19000
522 023.65 AFTER RAMP 164TH ST 1 14000*
STATE ROUTE NO 523 MAINLINE SR 99 TO SR 522
523 000.01 AFTER JCT SR 99 WYE CONN 1 23000* 23000* 23000
523 000.75 BEFORE JCT 1ST AVE NE 1 23000* 24000 24000
523 000.75 AFTER JCT 1ST AVE NE 1 26000* 27000 27000
523 002.26 BEFORE JCT 30TH AVE NE 1 24000* 26000* 27000 27000
523 002.26 AFTER JCT 30TH AVE NE 1 22000* 23000 23000
523 002.45 BEFORE JCT SR 522*LAKE CITY WAY 1 22000 23000 24000 23000*
STATE ROUTE NO 524 MAINLINE SR 104/EDMONDS TO SR 522
524 000.00 BEFORE JCT SR 524 SP3RDAVE 1 4500* 5000* 5100 5100
524 000.00 AFTER JCT SR 524 SP3RDAVE 1 6600* 7900* 8100 8200
524 000.82 BEFORE JCT 9TH AVE N WYE CONN 1 9500*
524 000.84 AFTER JCT 9TH AVE N 1 14000*
524 001.32 BEFORE JCT OLYMPIC AVE 1 9400* 9700 9400*
524 001.32 AFTER JCT OLYMPIC AVE 1 9700* 10000 10000*
524 002.34 BEFORE JCT 80TH AVE W 1 14000* 15000 13000 13000
524 002.61 BEFORE JCT 76TH AVE W 1 16000* 16000 16000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 128
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
524 002.61 AFTER JCT 76TH AVE W 1 20000* 20000 21000
524 003.11 BEFORE JCT 68TH AVE W 1 21000* 21000
524 003.56 BEFORE JCT SR 99 WYE CONN 1 28000* 28000
524 003.58 AFTER JCT SR 99 WYE CONN 1 29000* 29000
524 004.64 AFTER JCT SR 524 SPCEDRWY*44TH AVE 1 30000 31000* 32000 32000
524 005.14 BEFORE JCT SR 5 ON/OFF RAMPS 1 38000* 39000* 40000 41000
524 005.37 AFTER JCT SR 5 ON/OFF RAMPS 2 17000* 17000 18000 18000
524 006.07 BEFORE JCT CYPRESS WAY 2 13000* 13000
524 009.48 BEFORE JCT SR 527 WYE CONN 2 14000 14000* 14000 15000
524 009.52 AFTER JCT SR 527 WYE CONN 2 13000* 13000 13000
524 010.86 BEFORE JCT YORK RD 2 10000* 10000 11000 10000*
524 010.86 AFTER JCT YORK RD 2 11000*
524 010.97 AFTER JCT 204TH ST SE 2 8400*
524 011.19 AFTER JCT 43RD AVE SE 2 7800* 8200 8400 8500
524 012.84 BEFORE JCT SR 9 3 11000*
524 012.84 AFTER JCT SR 9 3 5900* 6200 6400 6400*
524 014.09 BEFORE JCT 86TH AVE SE 3 5100* 5200 5300
524 014.09 AFTER JCT 86TH AVE SE 3 6100* 6300 6300
524 014.22 BEFORE JCT BROADWAY AVE 3 6500* 6700 6700
524 014.22 AFTER JCT BROADWAY AVE 3 5700* 5900 5900
524 014.31 BEFORE JCT YEW WAY 3 8700* 9000 9100
524 014.56 BEFORE JCT SR 522 3 10000* 10000 11000
STATE ROUTE NO 524 SP3RDAVE SR 524 TO SR 104
524SP3RDAVE 000.00 AFTER JCT SR 524*MAIN ST 1 5400* 5600 5700 5800
524SP3RDAVE 000.57 BEFORE JCT PINE ST*3RD AVE S 1 2500* 2600 2700 2700
524SP3RDAVE 000.57 AFTER JCT PINE ST*3RD AVE S 1 1900* 1900 2000 2000
524SP3RDAVE 000.69 BEFORE JCT SR 104 WYE CONN 1 1300*
* BASED ON ACTUAL COUNT
PAGE 129
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 525 MAINLINE SR 5 TO SR 20/RACE ROAD
525 000.36 BEFORE RAMP ALDERWOOD MALL BLVD 1 42000* 44000 44000
525 002.71 BEFORE JCT SR 99 WYE CONN 1 31000* 31000* 33000* 33000
525 002.77 AFTER JCT SR 99 1 22000 23000 24000* 24000
525 002.86 AFTER JCT LINCOLN WAY 1 26000* 27000 27000
525 003.31 AFTER JCT RUSSELL WAY 1 23000 24000* 25000 25000
525 003.55 BEFORE JCT BEVERLY PARK RD WYE CONN 1 27000* 26000* 26000
525 003.57 AFTER JCT BEVERLY PARK RD WYE CONN 1 29000* 30000* 31000
525 004.60 BEFORE JCT RUSSELL RD 1 23000* 23000 25000*
525 004.60 AFTER JCT RUSSELL RD 1 20000 21000* 22000 24000*
525 005.25 AFTER JCT HARBOUR POINT BLVD SW 1 24000* 24000
525 006.26 BEFORE JCT 88TH ST SW 1 19000 20000 21000* 22000*
525 006.51 BEFORE JCT SR 526*84TH ST SW 1 21000* 20000* 21000 22000*
525 006.51 AFTER JCT SR 526*84TH ST SW 1 17000* 17000* 17000 17000*
525 007.01 BEFORE JCT 76TH ST SW 1 16000 16000 17000 16000*
525 007.01 AFTER JCT 76TH ST SW 1 14000*
525 007.52 AFTER JCT HORIZON HTS RD*19TH DR 1 13000* 13000
525 008.16 BEFORE JCT WASHINGTON AVE 1 14000* 14000 14000
525 008.18 BEFORE JCT 5TH ST 1 14000 13000* 13000 13000
525 008.19 AFTER JCT 5TH ST WYE CONN 1 11000 11000* 11000 11000
525 008.35 BEFORE JCT LINCOLN AVE*2ND ST 1 8700*
525 008.35 AFTER JCT LINCOLN AVE*2ND ST 1 8800*
525 008.47 MUKILTEO FERRY LANDING 1 5900* 6000* 6300* 6400*
525 008.79 BEFORE JCT HUMPHREY RD 1 6700* 7000 7200 6300*
525 008.80 AFTER JCT WILSON PL 1 6700* 7000 7100 7300*
525 008.96 BEFORE JCT HARDING AVE*DEER LAKE RD 1 7700* 7800
525 008.96 AFTER JCT HARDING AVE*DEER LAKE RD 1 9200* 9300
* BASED ON ACTUAL COUNT
PAGE 130
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
525 009.06 AFTER JCT BOB GALBREATH RD 1 8500* 8900* 9000
525 009.99 AFTER JCT CEDAR VISTA DR 1 8600* 8900 9000
525 011.10 BEFORE JCT CULTUS BAY RD*LANGLEY RD 1 8300* 8700 8900 9000
525 011.10 AFTER JCT CULTUS BAY RD*LANGLEY RD 1 8100* 8400 8700 8800
525 012.25 BEFORE JCT MAXWELTON RD 1 8600* 9400* 9500
525 012.25 AFTER JCT MAXWELTON RD 1 9600* 10000* 10000
525 014.68 BEFORE JCT BAYVIEW RD 1 8700* 9100 11000* 10000*
525 014.68 AFTER JCT BAYVIEW RD 1 06 01 07 7200* 7500 10000* 9800+
525 018.08 BEFORE JCT FISH RD*MAIN ST 1 6000* 7300* 7500 7600
525 018.08 AFTER JCT FISH RD*MAIN ST 1 06 01 07 6300* 9000* 9300 9400+
525 018.92 BEFORE JCT BUSH POINT RD*HONEYMOON BAY RD 1 09 01 10 7100 7400* 7600 7800+
525 018.92 AFTER JCT BUSH POINT RD*HONEYMOON BAY RD 1 07 02 09 4200 4600* 4700 4900+
525 024.29 BEFORE JCT CHRISTENSON RD 1 4700 4600* 5000* 5100
525 024.29 AFTER JCT CHRISTENSON RD 1 4500 4600* 5000* 5000
525 030.52 BEFORE JCT RACE RD*SR 20 1 05 01 06 4600* 5700+ 5800 5900
STATE ROUTE NO 526 MAINLINE SR 525 TO SR 5/EVERETT
526 000.00 AFTER JCT SR 525 1 16000* 17000 18000*
526 000.79 BEFORE BOEING ACCESS 1 20000* 21000 21000 22000*
526 000.80 AFTER BOEING ACCESS 1 26000*
526 001.23 BEFORE RAMP AIRPORT RD 1 26000* 26000 27000
526 001.65 AFTER RAMP AIRPORT RD 1 30000* 32000* 32000
526 002.31 AFTER RAMP SEAWAY BLVD 1 45000* 47000 41000* 42000
526 003.73 AFTER RAMP EVERGREEN WAY 1 61000 62000* 63000 64000
STATE ROUTE NO 527 MAINLINE SR 522/BOTHELL TO SR 5
527 000.00 AFTER JCT MAIN ST*SR 522 1 13000* 13000 13000* 14000*
527 000.43 BEFORE JCT NE 190TH ST*NE 191ST ST 1 16000* 16000 17000 16000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 131
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
527 000.43 AFTER JCT NE 190TH ST*NE 191ST ST 1 14000* 15000 15000 15000*
527 001.58 BEFORE JCT 240TH ST SE 1 13000* 12000* 12000 12000
527 001.58 AFTER JCT 240TH ST SE 1 16000* 16000* 16000 16000
527 002.02 AFTER JCT 232ND ST SE 1 18000* 17000* 18000 18000
527 002.37 BEFORE JCT 228TH ST SE WYE CONN 1 16000* 19000* 20000 20000
527 002.41 AFTER JCT 228TH ST SE WYE CONN 1 38000* 39000 40000
527 002.58 BEFORE RAMP SR 405 1 36000* 34000* 35000 36000
527 002.74 AFTER RAMP SR 405 1 40000* 39000* 40000 41000
527 003.73 BEFORE JCT SR 524 WYE CONN 1 28000* 29000 29000
527 003.75 AFTER JCT SR 524 WYE CONN 1 25000* 21000* 28000* 28000
527 004.72 BEFORE JCT 192ND ST SE 1 21000 21000 23000* 23000
527 004.72 AFTER JCT 192ND ST SE 1 20000 21000 22000* 22000
527 006.25 AFTER JCT SEATTLE HILL RD 1 24000* 242000
527 006.61 BEFORE JCT MILL CREEK RD*164TH ST 1 22000* 23000 23000 23000
527 006.63 AFTER JCT MILL CREEK RD*164TH ST 1 16000* 17000 17000 17000
527 007.00 AFTER JCT MILL CREEK BLVD*164TH ST 1 16000* 16000 17000 17000
527 008.85 BEFORE JCT SR 96-132ND ST SE 1 10000* 11000 11000 14000*
527 008.86 AFTER JCT SR 96 WYE CONN 1 15000* 16000 16000 17000*
527 009.23 AFTER JCT 126TH ST SE 1 17000* 17000
527 009.50 BEFORE JCT 121ST ST SE 1 20000* 21000
527 009.91 AFTER JCT 116TH ST SE 1 24000* 24000
527 010.39 AFTER JCT 112TH ST SE 1 20000* 20000
527 011.08 BEFORE JCT 100TH ST SE 1 18000* 19000 20000* 21000
527 011.08 AFTER JCT 100TH ST SE 1 24000* 28000* 27000* 27000
527 011.56 AFTER JCT EL CAPITAN WAY WYE CONN 1 38000* 38000
STATE ROUTE NO 528 MAINLINE SR 5/MARYSVILLE TO SR 9
528 000.11 BEFORE JCT BEACH AVE 2 36000* 38000 38000 39000
* BASED ON ACTUAL COUNT
PAGE 132
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
528 000.28 BEFORE JCT DELTA AVE 2 24000* 24000 25000
528 000.28 AFTER JCT DELTA AVE 2 21000* 22000 22000
528 000.36 BEFORE JCT STATE AVE*SR 529 2 24000* 25000 25000
528 000.36 AFTER JCT STATE AVE*SR 529 2 18000* 18000 19000
528 002.07 BEFORE JCT 67TH AVE NE 2 * 13000* 13000
528 002.07 AFTER JCT 67TH AVE NE 2 7600* 7900 8100 8200
528 003.46 BEFORE JCT SR 9 2 6400* 6700 6800* 6900
STATE ROUTE NO 529 MAINLINE SR 5/EVERETT TO SR 528
529 000.03 AFTER JCT PACIFIC AVE*SR 5 RAMP 1 8400* 8600 8700
529 000.38 BEFORE JCT SR 529 SPEVERET*MAPLE ST 1 6400* 6600 7400* 7500
529 000.38 AFTER JCT SR 529 SPEVERET*MAPLE ST 1 13000* 13000 14000* 14000
529 001.46 BEFORE JCT W MARINE VIEW DR 1 3700* 3900 4000 4000
529 001.46 AFTER JCT W MARINE VIEW DR 1 10000* 10000 11000 11000
529 004.17B BEFORE JCT ALVERSON BLVD 1 6100* 6200 6300
529 003.80 AFTER RAMP WALNUT ST 1 22000* 23000 24000 24000
529 005.44 AT STEAMBOAT SLOUGH BRIDGE 1 22000* 23000 23000* 23000
529 006.69 BEFORE JCT SR 528 1 12000* 12000 12000
STATE ROUTE NO 529 SPEVERET SR 529 TO SR 5 NB UXING
529SPEVERET 000.38 AFTER JCT MAPLE ST*SR 529 1 14000* 14000 17000* 17000
STATE ROUTE NO 530 MAINLINE SR 5 TO SR 20
530 017.05 AFTER JCT SR 5 OFF RAMP WYE CONN 2 17000* 18000
530 017.30 BEFORE JCT OLD SR 99 2 07 04 01 12 14000+ 15000 15000
530 017.47 AFTER JCT OLD SR 99 WYE CONN 2 14000* 14000* 15000
530 020.79 BEFORE JCT SR 9 2 11000 11000* 12000* 12000
530 020.87 AFTER JCT SR 9 WYE CONN 2 12000 12000* 12000* 12000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 133
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
530 021.16 BEFORE JCT E DIVISION AVE*N MCLEOD 2 11000* 12000* 13000*
530 021.16 AFTER JCT E DIVISION AVE*N MCLEOD 2 12000*
530 021.30 BEFORE JCT E BURKE AVE*N BROADWAY 2 11000*
530 021.30 AFTER JCT E BURKE AVE*N BROADWAY 2 9500* 9800 11000*
530 022.14 BEFORE JCT ARLINGTON HEIGHTS RD 2 12000* 12000 13000*
530 022.14 AFTER JCT ARLINGTON HEIGHTS RD 2 6800* 8400* 8400*
530 024.84 AFTER JCT 115TH AVE NE 2 08 04 01 13 6800+ 7100 7200 7300
530 026.77 AFTER JCT 139TH AVE NE 2 07 04 01 12 4200+ 4300
530 043.74 BEFORE JCT SWEDE HEAVEN*MINE ROADS 2 3500*
530 043.74 AFTER JCT SWEDE HEAVEN*MINE ROADS 2 3700*
530 044.89 BEFORE JCT 407TH AVE NE 2 10 09 02 21 3200+ 3300 3400 3400
530 049.07 BEFORE JCT SEEMAN ST*MOUNTAIN LOOP 2 3800*
530 049.07 AFTER JCT SEEMAN ST*MOUNTAIN LOOP 2 3700*
530 053.80 BEFORE JCT SAUK PRAIRIE RD 2 2100*
530 053.80 AFTER JCT SAUK PRAIRIE RD 2 1300 1300 1400 1400*
530 067.66 BEFORE JCT SR 20 WYE CONN 2 1100* 1100 1200*
STATE ROUTE NO 531 MAINLINE WENBERG STATE PARK TO SR 9
531 004.58 AFTER JCT 3RD AVE NE 3 7000* 7300 7500 8200*
531 005.13 AFTER JCT 11TH AVE NE 3 9300* 9500
531 006.13 AFTER JCT 27TH AVE NE*SPRING LANE 3 12000* 12000 12000
531 006.27 BEFORE JCT SR 5 ON/OFF RAMPS 3 12000* 13000 13000* 13000
531 006.44 AFTER JCT SR 5 ON/OFF RAMPS 3 21000* 22000 22000 23000
531 006.63 BEFORE JCT SMOKEY POINT BLVD 3 23000* 23000 23000
531 006.63 AFTER JCT SMOKEY POINT BLVD 3 19000* 20000
531 007.12 BEFORE JCT 43RD AVE NE 3 18000*
531 007.12 AFTER JCT 43RD AVE NE 3 18000*
531 007.62 AFTER JCT 51ST AVE NE 3 17000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 134
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
531 008.59 BEFORE JCT 67TH AVE NE-ARMAR RD 3 7200* 7500 8200* 8300
531 008.59 AFTER JCT 67TH AVE NE-ARMAR RD 3 4000* 4200 4300 4300
STATE ROUTE NO 532 MAINLINE CAMANO ISLAND TO SR 5
532 000.30 BEFORE JCT N CAMANO DR 3 10000* 10000
532 000.42 AFTER JCT N CAMANO DR WYE CONN 3 12000* 12000 13000* 14000*
532 000.57 BEFORE JCT HANSTAD RD 3 12000* 12000 13000 13000
532 001.10 BEFORE JCT FOX TROT WAY 3 12000* 12000 13000 14000*
532 001.10 AFTER JCT FOX TROT WAY 3 12000* 12000 13000 14000*
532 001.85 BEFORE JCT GOOD RD 3 12000* 13000* 14000 14000*
532 001.85 AFTER JCT GOOD RD 3 13000* 14000* 14000 15000*
532 002.38 BEFORE JCT SMITH RD 3 13000* 14000 14000 14000
532 002.38 AFTER JCT SMITH RD 3 13000* 14000 14000 15000
532 004.03 BEFORE JCT 102ND AVE NW 3 15000* 16000 15000* 15000
532 004.03 AFTER JCT 102ND AVE NW 3 14000* 14000 14000* 14000
532 005.23 BEFORE JCT PIONEER HWY WYE CONN 3 12000* 12000 14000* 14000*
532 005.26 AFTER JCT PIONEER HWY WYE CONN 3 11000* 11000 13000* 13000*
532 005.90 BEFORE JCT 72ND AVE NW 3 11000 11000 12000* 13000
532 005.90 AFTER JCT 72ND AVE NW 3 9900 10000 12000* 12000
532 008.74 BEFORE JCT 28TH AVE NW 3 10000* 11000 11000 11000
532 009.79 AFTER JCT 12TH AVE NW 3 11000* 11000 11000
532 010.00 BEFORE JCT SR 5 ON/OFF RAMPS 3 12000* 13000 13000 14000*
STATE ROUTE NO 534 MAINLINE SR 5 TO SR 9
534 000.06 AFTER JCT SR 5 ON/OFF RAMPS 3 3900* 4000 4100 4500*
534 005.08 BEFORE JCT SR 9 3 880* 880 880
* BASED ON ACTUAL COUNT
PAGE 135
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 536 MAINLINE SR 20 TO SR 5/MT VERNON
536 000.02 AFTER JCT SR 20 YC05493 (WYE CONN) 2 8300* 8400
536 001.86 BEFORE JCT BENNETT RD 2 03 01 04 9000+ 9300 9600 9700
536 001.92 AFTER JCT BENNETT RD WYE CONN 2 03 01 04 7700+ 8000 8200 8300
536 002.65 BEFORE JCT AVON ALLEN RD 2 8000* 8300 8500 8000*
536 002.65 AFTER JCT AVON ALLEN RD 2 9400* 9800 10000 9900*
536 003.60 BEFORE JCT DUNBAR RD 2 11000*
536 003.63 AFTER JCT SUNSET LN 2 11000+
536 004.70 BEFORE JCT FRONT ST 2 20000* 21000 21000 22000
536 004.70 AFTER JCT FRONT ST 2 20000* 21000 21000* 22000
536 004.87 AFTER JCT MAIN ST 2 19000* 20000 22000* 23000*
536 004.91 BEFORE JCT 1ST ST WYE CONN 2 21000* 21000 21000
536 004.94 AFTER JCT 1ST ST WYE CONN 2 9100* 9400 9500
536 005.33 BEFORE JCT SR 5 ON/OFF RAMPS 2 17000* 17000 16000* 17000
STATE ROUTE NO 538 MAINLINE SR 5/MT VERNON TO SR 9
538 000.06 AFTER JCT SR 5 ON/OFF RAMPS 3 22000* 22000 23000
538 000.41 BEFORE JCT URBAN AVE 3 22000*
538 000.41 AFTER JCT URBAN AVE 3 23000*
538 000.59 BEFORE JCT LEIGH WAY 3 28000*
538 000.70 BEFORE JCT CONTINENTAL PL 3 25000* 21000* 22000 22000*
538 000.70 AFTER JCT CONTINENTAL PL 3 28000* 21000* 21000 22000*
538 001.03 AFTER JCT N 18TH ST 3 20000 21000 21000 23000*
538 001.27 BEFORE JCT LA VENTURE RD 3 24000* 25000 25000 26000
538 001.27 AFTER JCT LA VENTURE RD 3 15000* 16000 16000 16000
538 002.28 BEFORE JCT WAUGH*MARTIN ROADS 3 8500* 8600
538 002.28 AFTER JCT WAUGH*MARTIN ROADS 3 05 02 07 6400+ 6500
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 136
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
538 003.62 BEFORE JCT SR 9 WYE CONN 3 5400* 5600 5800 6800*
STATE ROUTE NO 539 MAINLINE SR 5/BELLINGHM TO CANADA
539 000.06 AFTER JCT SR 5 ON/OFF RAMPS 1 37000* 39000* 39000
539 003.50 BEFORE JCT SMITH RD 1 18000 19000 18000* 18000
539 003.50 AFTER JCT SMITH RD 1 17000 18000 17000* 17000
539 004.50 AFTER JCT AXTON RD 1 17000* 18000 17000* 17000
539 005.00 AFTER JCT E LAUREL RD 1 17000 17000 18000* 18000
539 007.51 BEFORE JCT W POLE RD*SR 544 1 05 04 02 11 17000+ 17000 18000
539 007.51 AFTER JCT W POLE RD*SR 544 1 05 03 02 10 17000+ 17000 17000
539 008.57 BEFORE JCT WISER LAKE RD 1 15000 16000 17000* 17000
539 008.57 AFTER JCT WISER LAKE RD 1 16000 17000 17000* 17000
539 010.77 BEFORE JCT TROMP RD 1 15000*
539 010.80 AFTER JCT FRONT ST 1 11000*
539 012.54 BEFORE JCT SR 546*W BADGER RD 1 7900* 8100 8200
539 012.54 AFTER JCT SR 546*W BADGER RD 1 7700 4800* 4900 5000
539 014.55 BEFORE JCT H ST RD 1 5200* 5400 5500 5600
539 014.55 AFTER JCT H ST RD 1 4500* 4700 4800 4900
539 015.16 AT INTERNATIONAL BOUNDARY 1 03 03 03 09 5600 4200+ 4300 4400
STATE ROUTE NO 542 MAINLINE SR 5 TO MT BAKER
542 000.06 AFTER RAMP SR 5 2 22000* 26000* 28000* 29000
542 000.93 BEFORE JCT WOBURN ST*HANNEGAN RD 2 16000*
542 000.93 AFTER JCT WOBURN ST*HANNEGAN RD 2 13000*
542 001.66 BEFORE JCT VINING ST 2 04 02 01 07 13000* 13000+ 14000 14000
542 002.10 BEFORE JCT DEWEY RD 2 11000* 11000 11000 11000
542 002.81 BEFORE JCT BRITTON RD 2 12000* 13000 10000*
542 002.81 AFTER JCT BRITTON RD 2 10000 10000* 11000 11000*
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 137
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
542 005.81 BEFORE JCT MISSION RD 2 7200*
542 005.81 AFTER JCT MISSION RD 2 6500* 6700 6900 7000
542 007.13 BEFORE JCT SAND RD 2 7400 7700* 7900 8000
542 007.13 AFTER JCT SAND RD 2 7000* 7200 6500*
542 009.55 BEFORE JCT CEDARVILLE RD 2 7100* 7400 7600 7700
542 009.96 BEFORE JCT SR 9 WYE CONN 2 9200 9400* 9500* 8400*
542 009.98 AFTER JCT SR 9 2 6900 8100* 8600* 8000*
542 014.57 BEFORE JCT SR 9 2 4900 6800* 7000 7000
542 014.58 AFTER JCT SR 9 WYE CONN 2 5400* 5500 5600
542 022.80 BEFORE JCT SR 547 WYE CONN 2 04 02 06 2300 2600+ 2600 2700
542 022.91 AFTER JCT SR 547 3 05 02 07 2000 2300+ 2300 2400
542 033.40 AT GALLUP CREEK BRIDGE 3 960*
STATE ROUTE NO 542 COUPLET MTBAKR SR 542 TO SR 542
542COMTBAKR ** 054.95 BEFORE JCT SR 542 WYE CONN 3 230* 240 240
STATE ROUTE NO 543 MAINLINE SR 5 TO CANADA
543 000.29 BEFORE JCT BOBLETT ST 1 8400* 8600 8800*
543 000.29 AFTER JCT BOBLETT ST 1 9200* 9400 10000*
543 000.52 AFTER JCT H ST 1 10000* 12000* 12000*
543 001.09 INTERNATIONAL BOUNDARY 1 12000* 12000*
STATE ROUTE NO 544 MAINLINE SR 539 TO SR 9/NOOKSACK
544 000.00 AFTER JCT SR 539 3 05 05 02 12 4400* 6000+ 6200 6200
544 001.97 BEFORE JCT HANNEGAN RD 3 4200* 4300 4400 4600*
544 001.97 AFTER JCT HANNEGAN RD 3 4900* 5100 5200 5300*
544 007.66 AT NOOKSACK RIVER BRIDGE 3 6800* 7000 7200 7300
544 008.05 BEFORE JCT WASHINGTON ST 3 7000* 7000
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 138
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
544 008.05 AFTER JCT WASHINGTON ST 3 7100* 7200
544 009.01 BEFORE JCT SR 9 3 5500* 5700 5900 6700*
STATE ROUTE NO 546 MAINLINE SR 539 TO SR 9
546 000.00 AFTER JCT SR 539 1 5000* 5200 4800
546 001.50 BEFORE JCT DEPOT RD 1 6700* 7000 6600* 6000
546 001.50 AFTER JCT DEPOT RD 1 6100* 6300 7200* 5900*
546 008.02 BEFORE JCT NOOKSACK RD*SR 9 1 4800* 3900* 4000 3700*
STATE ROUTE NO 547 MAINLINE SR 542 TO SR 9/SUMAS
547 000.09 AFTER JCT SR 542 WYE CONN 3 02 02 2200+ 2200 2200
547 010.79 BEFORE JCT CHERRY ST*SR 9 3 2100* 2200 2400*
STATE ROUTE NO 548 MAINLINE SR 5 TO SR 5/BLAINE
548 000.09 AFTER RAMP SR 5 3 7000* 7200 7300
548 000.97 BEFORE JCT VISTA DR 3 4200* 3800* 3900 4600*
548 000.97 AFTER JCT VISTA DR 3 2700* 2300* 2300 2900*
548 004.93 BEFORE JCT KICKERVILLE RD 3 04 03 01 08 2000* 2300+ 2400 2400
548 004.93 AFTER JCT KICKERVILLE RD 3 05 03 01 09 2400* 2600+ 2700 2700
548 008.96 BEFORE JCT BIRCH BAY LYNDEN RD 3 1900* 2000 2000 2000*
548 008.96 AFTER JCT BIRCH BAY LYNDEN RD 3 2200* 2300 2300 2100*
548 010.20 BEFORE JCT HILLSDALE CEMETERY RD 3 2200* 1900* 1900 2000*
548 010.21 AFTER JCT CALIFORNIA TR RD 3 2600* 1900* 2000 2100*
548 010.85 BEFORE JCT DRAYTON HARBOR RD 3 2300*
548 010.85 AFTER JCT DRAYTON HARBOR RD 3 5700*
548 011.80 BEFORE JCT PEACE PORTAL DR*BELL RD 3 5300* 5600 7300* 7400
548 011.80 AFTER JCT PEACE PORTAL DR*BELL RD 3 6600* 5600*
548 012.14 AFTER JCT HUGHES AVE 3 5800* 6000 6200 6200
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 139
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
548 013.57 BEFORE JCT "H" ST 3 4900* 5000 5100
548 013.57 AFTER JCT "H" ST 3 6400* 6600 6600
548 013.78 BEFORE JCT MARINE DR 3 9600* 10000 8200* 8300
548 013.83 BEFORE US CUSTOMS PARKING 3 9000* 9400 9600 9700
STATE ROUTE NO 599 MAINLINE SR 5 TO SR 99
599 001.40 AT ADC LOCATION S839 1 33000* 33000* 30000* 31000*
599 001.75 BEFORE RAMP SR 99 1 29000* 27000 28000
STATE ROUTE NO 702 MAINLINE SR 507/MCKENNA TO SR 7
702 000.00 AFTER JCT SR 507 2 6200* 6400 6900*
702 000.58 AFTER JCT HARTS LAKE RD S 2 05 02 07 4900+ 5100 5200 5200
702 009.32 BEFORE JCT SR 7 2 09 04 13 2500+ 2500 2600 2600
STATE ROUTE NO 705 MAINLINE SR 5 TO SCHUSTER PARKWAY
705 000.99 AFTER RAMP SR 509 AR 5 36000* 37000 37000
STATE ROUTE NO 706 MAINLINE SR 7/ELBE TO MT RAINIER
706 000.00 AFTER JCT SR 7 2 3100* 3000* 3100 3100
706 008.49 BEFORE JCT 314TH AVE CT E 2 1700* 1800 1800 1800
706 008.49 AFTER JCT 314TH AVE CT E 2 1700* 1700 1800 1800
706 009.94 BEFORE JCT MT TAHOMA CANYON RD 2 1400* 1400 1500 1500
706 009.94 AFTER JCT MT TAHOMA CANYON RD 2 1600* 1600 1700 1700
STATE ROUTE NO 730 MAINLINE OREGON TO SR 12/WALLULA
730 000.00 OREGON STATE LINE 2 2100* 2300* 2400* 2300*
730 002.13 BEFORE JCT PRIVATE ROAD 2 05 23 10 38 2100+ 2200 2100
730 005.82 BEFORE JCT SR 730 SPWALULA 2 06 20 13 39 2400* 2500 2500+ 2500
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 140
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
730 005.98 BEFORE JCT SR 12 WYE CONN 2 1300* 1300 1400 1400
STATE ROUTE NO 730 SPUR WALULA SR 730 TO SR 12
730SPWALULA 005.92 BEFORE JCT SR 730 WYE CONN 2 1400* 1500 1600 1600
730SPWALULA 005.92 AFTER JCT SR 730 WYE CONN 2 1600* 1700 1700 1700
STATE ROUTE NO 821 MAINLINE SR 82/YAKIMA TO SR 82
821 000.09 AFTER RAMP SR 82 3 5400 5400* 5600 5600
821 002.61 AFTER JCT FRONTAGE RD 3 1300* 1300
821 006.24 BEFORE JCT ROZA DAM RD 3 980* 970
821 012.72 AT SQUAW CREEK BRIDGE 3 930* 920
821 016.29 BEFORE JCT UMTANUM RECREATION SITE 3 990* 980
821 024.64 BEFORE JCT CANYON RD 3 05 02 07 1200+ 1200 1300 1300
821 025.08 BEFORE RAMP SR 82 3 14 08 03 25 920+ 960 950
STATE ROUTE NO 823 MAINLINE SR 82 TO SR 821
823 000.07 AFTER JCT FRONTAGE RD WYE CONN 1 27000*
823 000.68 BEFORE JCT ELEVENTH AVE*SOUTHERN AVE 1 25000* 26000
823 000.68 AFTER JCT ELEVENTH AVE*SOUTHERN AVE 1 25000* 25000
823 001.36 BEFORE JCT FIRST AVE 1 20000* 21000 22000 22000
823 001.43 BEFORE JCT NACHES AVE*1ST ST 1 21000*
823 001.43 AFTER JCT NACHES AVE*1ST ST 1 10000*
823 001.54 AFTER JCT NACHES AVE*WENAS ST 1 10000 11000 11000 10000*
STATE ROUTE NO 900 MAINLINE SR 5 TO SR 90/ISSAQUAH
900 007.65 BEFORE JCT 60TH AVE S 1 25000* 26000 26000
900 007.71 BEFORE JCT S 129TH ST WYE CONN 1 25000* 23000* 24000 24000
900 007.74 AFTER JCT S 129TH ST WYE CONN 1 24000* 24000* 24000 25000
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 141
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
900 008.46 BEFORE JCT S 135TH ST 1 18000* 16000* 16000
900 008.46 AFTER JCT S 135TH ST 1 17000 18000* 14000* 14000
900 009.53 BEFORE JCT STEVENS AVE SW 1 16000* 17000 17000
900 009.53 AFTER JCT STEVENS AVE SW 1 14000* 14000 15000
900 009.77 BEFORE JCT HARDIE AVE SW WYE CONN 1 17000* 17000 17000
900 009.87 BEFORE JCT SR 167 WYE CONN 1 19000* 20000
900 ** 009.93 AFTER JCT SR 167 WYE CONN C 1 9900* 10000 9600* 9700
900 010.49 BEFORE JCT SR 515-MAIN AVE S C 1 7900* 8100 8200
900 010.71 BEFORE JCT SR 900 CO2NDST C 1 5900* 6100 6300 6300
900 010.71 AFTER JCT SR 900 CO2NDST 1 22000* 20000* 21000 21000
900 011.01 BEFORE JCT SR 405*SR 169 RAMP 1 25000* 25000
900 012.80 BEFORE JCT HARRINGTON AVE NE 1 21000*
900 012.80 AFTER JCT HARRINGTON AVE NE 1 22000*
900 014.31 BEFORE JCT DUVALL AVE NE 1 14000* 15000 15000 16000
900 014.31 AFTER JCT DUVALL AVE NE 1 11000* 11000 11000 11000
900 016.18 BEFORE JCT 164TH AVE SE 1 6400* 6500* 6600
900 016.19 AFTER JCT 164TH AVE SE WYE CONN 1 7900* 8500* 8600
900 017.41 BEFORE JCT SE MAY VALLEY RD 2 8900* 9200 9500 9600
900 017.42 AFTER JCT SE MAY VALLEY RD WYE CONN 2 8800* 9000 9100
900 021.08 BEFORE JCT NEWPORT WAY WYE CONN 1 11000 13000* 13000
900 021.42 BEFORE JCT GILMAN BLVD 1 18000* 19000 17000* 18000
900 021.54 BEFORE RAMP SR 90 1 30000* 31000 31000* 32000
STATE ROUTE NO 900 COUPLET 2NDST MILL AVE TO RAINIER AVE
900CO2NDST ** 010.71 AFTER JCT SR 900 EB-MILL AVE 1 16000* 15000* 16000 16000
900CO2NDST 010.78 AFTER JCT SR 515-MAIN AVE S 1 7400* 7600 7700
900CO2NDST 011.40 BEFORE JCT SR 167-RAINIER AVE S 1 9500* 9600
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT
PAGE 142
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 902 MAINLINE SR 90 MP 272.48 TO SR 90 MP 272.81
902 000.11 AFTER RAMP SR 90 3 1700* 1800 1700
902 012.13 BEFORE JCT HAYFORD RD*WHITE RD 2 03 01 04 4800+ 5000 4800
STATE ROUTE NO 903 MAINLINE SR 970 TO FOREST BOUNDARY
903 000.00 AFTER JCT SR 970 3 2000* 2100 2200 2200
903 000.21 AFTER JCT SR 903 SPCLEELM WYE CONN 3 5000* 4400* 4500 4500
903 001.19 BEFORE JCT YAKIMA AVE 3 6300*
903 001.19 AFTER JCT YAKIMA AVE 3 6100* 6400 6500 6400*
903 001.80 BEFORE JCT HARRIS AVE 3 8700* 9100 9300 9400
STATE ROUTE NO 903 SPCLEELM SR 903 TO SR 970
903SPCLEELM 000.19 AFTER JCT SR 903 3 2800* 3000 3000 3100
STATE ROUTE NO 904 MAINLINE SR 90/TYLER TO SR 90/FOUR LAKES
904 000.15 AFTER JCT OLD COLUMBIA BASIN HWY 3 08 05 01 14 810+
904 011.93 BEFORE JCT MARSHALL RD*4TH ST EXT 2 15000* 15000 15000
904 011.93 AFTER JCT MARSHALL RD*4TH ST EXT 2 11000* 12000 12000
904 016.81 BEFORE RAMP SR 90 2 03 01 04 13000 14000 13000+ 13000
STATE ROUTE NO 906 MAINLINE SR 90/KING COUNTY LINE TO SR 90/HYAK
906 000.07 AFTER JCT SR 90 ON RAMP WYE CONN 3 2100* 2100 2200
906 002.55 BEFORE JCT SR 906 SPHYAK 3 07 01 08 410+ 420 430 430
906 002.55 AFTER JCT SR 906 SPHYAK 3 350* 360 370 370
STATE ROUTE NO 906 SPHYAK SR 906 TO DEPARTMENT OF TRANSPORTATION MAINTENCE AREA
906SPHYAK 002.55 AFTER JCT SR 906*PACIFIC WEST REC AREA 3 200* 210 220 220
* BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 143
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME STATE ---------------------------------- ROUTE FUNCT TRUCK PERCENTAGES 1993 1994 1995 1996 STATE ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL UNITS UNITS UNITS UNITS
STATE ROUTE NO 908 MAINLINE SR 405 TO SR 202/REDMOND
908 004.50 BEFORE JCT 132ND AVE NE 1 31000* 31000 32000
908 004.50 AFTER JCT 132ND AVE NE 1 30000* 31000 31000
908 006.35 BEFORE JCT CLEVELAND ST WYE CONN 1 23000* 24000 24000
908 ** 006.36 AFTER JCT SR 908 COREDMND C 1 10000* 11000 11000
908 006.66 BEFORE JCT SR 202*164TH AVE NE C 1 12000* 13000 13000
STATE ROUTE NO 908 COUPLET REDMND SR 202 TO CLEVELAND ST
908COREDMND ** 006.69 AFTER JCT GILMAN ST 1 14000* 15000 15000
908COREDMND 006.94 BEFORE JCT SR 908 EB*160TH AVE NE 1 17000* 18000 18000
STATE ROUTE NO 970 MAINLINE SR 90 TO SR 97/VIRDEN
970 000.24 AFTER RAMP SR 90 1 08 08 03 19 4100* 4800+ 5000 4800
970 000.36 AFTER JCT SR 903 1 2100* 2300 2400 2300
970 000.60 AFTER JCT SR 970 YC00048 (WYE CONN) 1 4700* 4900 4700
970 002.69 BEFORE JCT SR 10 1 4000* 3900
970 002.69 AFTER JCT SR 10 1 3200* 3100
970 002.76 AFTER REST AREA 1 3600* 3800 3900 3800
970 002.89 AFTER JCT LAMBERT RD 1 3300* 3500 3700 3500
970 003.73 AFTER JCT W MASTERSON RD*SEATON RD 1 05 07 02 14 3400+ 3600 3700 3600
970 006.43 AT ADC LOCATION R057 1 3400 3600 3400* 3300
970 010.31 BEFORE JCT SR 97 1 3600* 3800 3900 3700*
STATE ROUTE NO 971 MAINLINE SR 97 ALT TO SR 97 ALT
971 000.01 AFTER JCT SR 97AR WYE CONN 3 06 01 07 460+ 490 510 510
971 015.00 BEFORE JCT SR 97AR WYE CONN 3 1300* 1300* 1400 2200*
** COUPLET SKETCH IN BACK OF BOOK * BASED ON ACTUAL COUNT + SOURCE OF TRUCK PERCENTAGES PAGE 144