MILES OF HIGHWAY CONSTRUCTED BY HIGHWAY DEPARTMENT 1917-1918
========================+========+========+========+========+======== | | Bitu- | Broken | | Jobs |Concrete| minous | Stone | Gravel | Grading |Pavement|Pavement| Macadam|Macadam | ------------------------+--------+--------+--------+--------+-------- Clackamas County-- | ... | ... | ... | ... | ...
Oregon City to Canby | ... | 7.5 | ... | ... | ...
New Era to Oregon City| ... | ... | ... | ... | 4.5 Multnomah County Line | ... | ... | ... | ... | .2 to Oswego | | | | | | | | | | Clatsop County-- | | | | | Astoria to Svensen | ... | 3.5 | 5.5 | ... | 1.2 Svensen to Westport | ... | ... | 17.2 | 1.7 | ...
| | | | | Columbia County-- | | | | | Multnomah County Line-| ... | 2.5 | ... | ... | ...
Scappoose | | | | | Westport to Clatskanie| ... | ... | 8.6 | ... | ...
Clatskanie to Delena | ... | ... | 9.0 | ... | ...
Delena to Goble | ... | ... | 7.6 | ... | ...
Goble Section | ... | ... | 2.0 | ... | 2.0 Beaver Valley Section | ... | ... | ... | ... | 4.0 Rainier Hill Section | ... | ... | ... | ... | 2.2 | | | | | Coos County-- | | | | | Marshfield to Curry | ... | ... | ... | ... | 20.0 County Line | | | | | Coquille to Myrtle | ... | ... | ... | ... | 3.0 Point | | | | | | | | | | Deschutes County-- | ... | ... | ... | ... | ...
Bend to Lapine | ... | ... | ... | 12.5 | ...
(cinder macadam) | | | | | | | | | | Douglas County-- | | | | | Myrtle Creek to | ... | ... | ... | ... | 12.8 Dillard | | | | | Oakland to Yoncalla | ... | ... | ... | ... | 10.4 Divide to Comstock | ... | ... | 2.4 | ... | 2.4 Comstock to Leona | ... | ... | 4.6 | ... | 4.6 | | | | | Gilliam County-- | | | | | Mayville to Wheeler | ... | ... | 1.0 | ... | ...
County Line | | | | | Condon to Thirty Mile | ... | ... | 5.7 | ... | ...
Creek | | | | | | | | | | Hood River County-- | | | | | Cascade Locks Section | ... | ... | ... | ... | 8.2 Viento Section | ... | ... | ... | ... | 3.6 Ruthton Hill Section | ... | ... | ... | ... | 2.4 Cascade Locks to Hood | ... | ... | ... | 18.0 | ...
River | | | | | | | | | | Jackson County-- | | | | | Siskiyou Mountain | ... | ... | 6.5 | ... | ...
Section | | | | | Ashland Undercrossing | ... | ... | ... | ... | .8 Ashland Paving | .8 | ... | ... | ... | ...
| | | | | Josephine County-- | ... | ... | ... | ... | ...
Wolf Creek to Grave | ... | ... | ... | ... | 4.9 Creek | | | | | Grants Pa.s.s-Jackson | ... | ... | ... | ... | 3.3 County Line | | | | | | | | | | Lake County-- | | | | | Lakeview to Paisley | ... | ... | 4.0 | ... | 6.4 | | | | | Lane County-- | | | | | Divide to Cottage | ... | ... | 1.0 | ... | ...
Grove | | | | | | | | | | Lincoln County-- | | | | | Pioneer Mountain | ... | ... | ... | ... | 1.0 Section | | | | | | | | | | Tillamook County-- | | | | | Tillamook-Cloverdale | ... | 5.0 | ... | ... | 5.0 Paving | | | | | | | | | | Umatilla County-- | | | | | Pendleton-Adams | ... | 10.0 | ... | ... | ...
Section | | | | | Pendleton-West | ... | 1.0 | ... | ... | ...
| | | | | Union County-- | | | | | Elgin to Minam | ... | ... | ... | ... | .8 Union to Telocaset | ... | ... | ... | ... | 3.0 La Grande to Hot Lake | ... | ... | ... | ... | 3.7 | | | | | Washington County-- | | | | | Multnomah County Line | ... | 12.5 | ... | ... | 12.5 to Newberg | | | | | | | | | | Wheeler County | | | | | c.u.mmins Hill Section | ... | ... | 3.5 | ... | 3.5 Fossil-c.u.mmins Hill | ... | ... | 1.0 | ... | ...
Section | | | | | Bridge Creek Section | ... | ... | ... | ... | .9 | | | | | Yamhill County-- | | | | | Sheridan Paving | 4.0 | ... | ... | ... | 4.0 Multnomah County Line,| ... | 3.2 | ... | ... | 3.2 Newberg Paving | | | | | ------------------------+--------+--------+--------+--------+-------- Totals | 4.8 | 45.2 | 79.6 | 32.2 | 134.5 ------------------------+--------+--------+--------+--------+--------
TABLE B
BRIDGE AND CULVERT DESIGN AND CONSTRUCTION DECEMBER 1ST, 1916, TO NOVEMBER 30TH, 1918
====================+===================+=============================== | |Total Length of Bridge | |and Approaches (Feet) | | +-------------------------- | | |Width of Roadway (Feet) | | | +---------------------- | | | |Loading (See Footnote) | | | | +--------------- |Structure No. | | | | TOTAL COST | +---------------+ | | | Actual Cost Name of Structure | | Type of | | | | if Complete; | | Structure | | | | Estimated | | | | | |if Uncompleted --------------------+---+---------------+----+---+------+-------------- Benton: | | | | | | Culvert on West |207|Double 5"x5" | 12| 24|Heavy |[1]$ 800.00 Side Highway, | |R. C. Culvert | | | | 4 Mi. No. of | | | | | | Corvallis | | | | | | Culvert on West |208|Double 6"x8" | 14| 24|Heavy |[1] 1,300.00 Side Highway, 5 | |R. C. Culvert | | | | Mi. No. of | | | | | | Corvallis | | | | | | Bridge over Mill |230|Reinforced | 85| 20|Heavy |[1] 7,000.00 Race South of | |concrete bridge| | | | Corvallis | | | | | | | | | | | | Clatsop: | | | | | | Drawbridge over |148|2-108" Wood | 296| 18|Heavy |[2] 25,000.00 John Day River | |Spans | | | | | |1-40" Lift Span| | | | Plympton Creek |185|R. C. Thru Span| 60| 20|Heavy |[2] 6,413.19 Bridge at | | | | | | Westport | | | | | | Big Creek Bridge |186|R. C. Bridge | 90| 20|Heavy |[2] 8,446.70 near Knappa | |6"x12" R. C. | | | | Little Creek |198| Culvert | 14| 24|Heavy |[2] 929.69 Culvert near | | | | | | Knappa | | | | | | Bridge over |214|20" R. C. | 20| 20|Heavy |[1] 1,600.00 McDonald"s Log | |Bridge | | | | Chute on Colum- | | | | | | bia River Hwy. | | | | | | | | | | | | Columbia: | | | | | | Beaver Creek |132|90" R. C. | 90| 20|Heavy |[1] 5,000.00 Bridge No. 1 | |Bridge | | | | Beaver Creek |134|70" R. C. | 70| 20|Heavy |[1] 4,300.00 Bridge No. 2 | |Bridge | | | | Beaver Creek |136|70" R. C. | 70|} | | Bridge No. 3 | |Bridge | |} | | Beaver Creek |138|70" R. C. | 70|} | | Bridge No. 4 | |Bridge | |} | | Beaver Creek |140|60" R. C. | 60|} | | Bridge No. 5 | |Bridge | |} | | Beaver Creek |142|70" R. C. | 70|} | | Bridge No. 6 | |Bridge | |}20|Heavy |[2] 32,000.00 Beaver Creek |144|60" R. C. | 60|} | | Bridge No. 7 | |Bridge | |} | | Beaver Creek |146|50" R. C. | 50|} | | Bridge No. 8 | |Bridge | |} | | Beaver Creek |157|70" R. C. | 70|} | | Bridge No. "A" | |Bridge | |} | | Beaver Creek |155|105" R. C. | 105|} | | Bridge No. "B" | |Bridge | |} | | Beaver Creek |150|30" R. C. | 30| 20|Heavy |[1] 3,600.00 Bridge No. 10 | |Bridge | | | | Beaver Creek |152|30" R. C. | 30| 20|Heavy |[2] 3,600.00 Bridge No. 11 | | | | | | Culvert near |188|8"x10" | 12| 24|Heavy |[2] 1,834.60 Scappoose on | |R. C. Culvert | | | | Columbia River | | | | | | Highway | | | | | | Graham Creek |184|Double 6"x6" | 14| 24|Heavy |[2] 804.49 Culvert near | |R. C. Box | | | | Clatskanie | | | | | | Goble Creek Bridge|191|90" R. C. | 90| 20|Heavy |[2] 5,907.14 at Goble | |Bridge | | | | Half viaduct near |236|R. C. | 75| 20|Heavy |[2] 2,000.00 Little Jack | |Half Viaduct | | | | Falls | | | | | | | | | | | | Coos: | | | | | | Overhead Railway |110|R. C. Viaduct | 114| 18|Heavy |[3] 10,000.00 Crossing at | | | | | | Overland | | | | | | 45" Wooden Truss |111|Wooden truss | 45| 24|Medium|[3] 500.00 Haynes Slough |113|40" Lift (Wood)| 60| 16|Medium|[3] 4,000.00 Bridge | | | | | | North Slough |114|40" Lift (Wood)| 60| 16|Medium|[3] 4,000.00 Bridge | | | | | | Isthmus Slough |115|80" Draw Span | 180| 16|Medium|[3] 12,500.00 Bridge | | | | | | Larson Slough |116|40" Wood Lift | 60| 16|Medium|[3] 4,500.00 Bridge | |and Trestle | | | | Powers Bridge |252|2-126" Wood | 520| 18|Medium|[1] 12,000.00 | |Spans | | | | Bridge at Gravel |125|126" Wood Span | 790| 16|Medium|[3] 8,000.00 Ford--No. Fork | | | | | | of Coquille | | | | | | River | | | | | | | | | | | | Douglas: | | | | | | Pheasant Creek |187|8"x8" R. C. | 10| 24|Heavy |[2] 1,804.69 Culvert near | |Culvert | | | | Curtin | | | | | | Pa.s.s Creek |194|20" R. C. | 20| 20|Heavy |[2] 2,184.00 Culvert, 1 mi. | |Bridge | | | | North of | | | | | | Comstock | | | | | | Umpqua River |195|2-144" Wood | 330| 18|Heavy |[2] 19,000.00 Bridge South of | |Spans | | | | Dillard | | | | | | Rock Creek Bridge |196|30" R. C. | 30| 20|Heavy |[2] 2,169.70 near Anlauf | |Bridge | | | | Umpqua River |202|3-144" Wood | 480| 18|Heavy |[2] 26,500.00 Bridge north of | |Spans | | | | Dillard | | | | | | 20" R. C. Bridge |216|20" R. C. | 20| 20|Heavy |[1] 1,200.00 | |Bridge | | | | Van Tyne Creek |234|60" R. C. | 60| 20|Heavy |[2] 3,575.70 Bridge between | |Bridge | | | | Myrtle Creek | | | | | | and Dillard | | | | | | Viaduct 1 mile |245|58" R. C. | 58| 20|Heavy |[2] 2,648.54 North of Myrtle | |Viaduct | | | | Creek | | | | | | Viaduct 1 mile |246|45" R. C. | 45| 20|Heavy |[2] 2,415.28 North of Myrtle | |Viaduct | | | | Creek | | | | | | Pa.s.s Creek Culvert|190|Double 6"x7" | 14| 24|Heavy |[2] 1,380.03 1 miles North | |R. C. Culvert | | | | of Comstock | | | | | | | | | | | | Grant: | | | | | | John Day River |124|180" Wood Span | 450| 16|Medium|[1] 11,000.00 Bridge at | | | | | | Monument | | | | | | Gulch |239|40" Wood Span | 40| 18|Medium|[1] 600.00 Gulch |240|40" Wood Span | 52| 18|Medium|[1] 700.00 Gulch |241|40" Wood Span | 52| 18|Medium|[1] 700.00 Rock Creek |242|40" Wood Span | 86| 18|Medium|[1] 1,700.00 John Day River at |243|108" Wood Span | 150| 18|Medium|[1] 8,800.00 Goose Rock | | | | | | North Fork John |244|144" Wood Span | 184| 18|Medium|[1] 11,500.00 Day River | | | | | | Holmes Creek |255|40" Wood Span | 78| 18|Medium|[1] 1,500.00 Rattlesnake Creek |256|40" Wood Span | 52| 18|Medium|[1] 1,000.00 Dixie Creek Bridge|282|50" Wood Span | 50| 18|Medium|[2] 6,000,00 at Prairie City | | | | | | | | | | | | Hood River: | | | | | | East Fork of Hood |119|140" R. C. | 140| 16|Heavy |[1] 8,400.00 River | |Viaduct | | | | Neal Creek Bridge |120|25" Bridge, | 25| 16|Heavy |[3] 1,000.00 | |R. C. | | | | Bridge over Hood |121|126" Wooden | 126| 16|Medium|[3] 3,500.00 River at Dee | |Span | | | | Odell Creek Bridge|122|15" R. C. | 15| 18|Heavy |[3] 600.00 | |Bridge | | | | Herman Creek |159|100" R. C. | 100| 20|Heavy |[2] 7,389.06 Bridge | |Bridge | | | | Culvert for Flume |162|R. C. Culvert | ...| 24|Heavy |[2] 378.44 Line at Mitch.e.l.l| | | | | | Point | | | | | | Culvert for Pipe |171|3"x6" R. C. | 8| 24|Heavy |[2] 642.41 Line at Cascade | |Culvert | | | | Locks | | | | | | Viento Creek |172|20" R. C. | 20| 20|Heavy |[2] 1,650.97 Bridge at Viento| |Bridge | | | | Gorton Creek |173|50" R. C. | 50| 20|Heavy |[2] 3,153.90 Bridge | |Bridge | | | | Parham Creek |182|4"x10" R. C. | 12| 24|Heavy |[2] 965.85 Culvert near | |Culvert | | | | Viento | | | | | | Indian Creek |197|Culvert | 10|...|... |[3] 1,500.00 Hood River Bridge |200|420" R. C. Arch| 420| 20|Heavy |[2] 48,000.00 at Hood River | |and Viaduct | | | | Half Viaduct on |273|54" Half | 74|...|Heavy |[2] 1,563.01 Ruthton Hill | |Viaduct | | | | | | | | | | Jackson: | | | | | | Big Applegate near|147|126" Wood Span,| 226| 16|Medium|[1] 4,000.00 Jacksonville | |100" approach | | | | | | | | | | Josephine: | | | | | | Trestle over Dry |210|120" Wood | 120| 18|Medium|[3] 1,852.78 Gulch East of | |Trestle | | | | Wolf Creek | | | | | | Coyote Creek |211|58" Wood | 58| 18|Medium|[3] 811.28 Bridge East of | |Trestle | | | | Wolf Creek | | | | | | | | | | | | Lane: | | | | | | Overhead Railway |163|92" R. C. | 92| 20|Heavy |[1] 6,500.00 Crossing at | |Viaduct | | | | Divide | | | | | | | | | | | | Lincoln: | | | | | | Alsea River, 7 |260|144" Wood Span | 258| 18|Medium|[3] 10,000.00 miles above | | | | | | Waldport | | | | | | | | | | | | Linn: | | | | | | Bridge over Mill |274|40" R. C. | 40| 24|Heavy |[1] 2,000.00 Race in Lebanon | |Bridge | | | | | | | | | | Marion: | | | | | | Willamette River |123|Steel Bridge |2220| 24| (--) |[3] 250,000.00 Bridge at Salem | | | | | | Slough |253|6"x7" R. C. | ...|...|Heavy |[1] 1,200.00 | |Culvert | | | | Slough |254|Double 2"x3" | ...|...|Heavy |[1] 500.00 | |R. C. Culvert | | | | | | | | | | Multnomah: | | | | | | Overhead Crossing |169|106" Wooden | 106| 20|Heavy |[2] 800.00 --Ore. Elec. Ry.| |Overcrossing | | | | at Capital Hill | | | | | | Slough |258|60" Wooden Span| 60| 16|Medium|[2] 1,000.00 | | | | | | Polk: | | | | | | Mulkey Cut-off |201|40" Wood | 40| 18|Medium|[1] 600.00 near Monmouth | |trestle | | | | LaCreole Creek in |231|70" R. C. Arch | 70| 22|Heavy |[3] 10,755.68 Dallas (not | | | | | | designed by | | | | | | State) | | | | | | R. C. Bridge |233|36" Wood Bridge| 36| 20|Heavy |[3] 1,898.17 between Dallas | | | | | | and Monmouth | | | | | | Little Luckiamute |238|72" Wood Span | 130| 18|Medium|[3] 3,615.00 Big Luckiamute, |283|160" Suspension| 160| 4| ... |[3] 500.00 at Montgomery | |Foot Bridge | | | | School (See also| | | | | | Marion County | | | | | | for Salem | | | | | | Bridge) | | | | | | | | | | | | Sherman: | | | | | | John Day River |108|2-126" Wood | 372| 18|Heavy |[1] 20,000.00 Bridge on | |Deck Spans | | | | Columbia River | | | | | | Highway | | | | | | | | | | | | Tillamook: | | | | | | Bridge over North |127|40" Lift and | 750| 16|Medium|[2] 11,000.00 Fork of Nehalem | |90" Span | | | | River | | | | | | Bridge over Beaver|153|172" R. C. | 172| 20|Heavy |[1] 8,000.00 Creek, North of | |Bridge | | | | Beaver | | | | | | Bridge over Beaver|154|120" R. C. | 120| 20|Heavy |[2] 6,000.00 Creek in Beaver | |Bridge | | | | Munson Creek |160|16" R. C. | 16| 20|Heavy |[2] 500.00 Bridge | |Bridge | | | | | | | | | | Umatilla: | | | | | | Bridge over Wash- |229|54" Wood Span | 54| 18|Medium|[1] 1,500.00 out Gulch near | | | | | | Reith | | | | | | | | | | | | Union: | | | | | | Grand Ronde River |174|2-126" Wooden | 270| 16|Medium|[1] 8,000.00 Bridge | |Spans | | | | Grand Ronde River |175|1-162" Wooden | 200| 16|Medium|[1] 8,000.00 Bridge | |Spans | | | | Bridge between La |275|12" R. C. | 12| 24|Heavy |[1] 1,000.00 Grande and Hot | |Bridge | | | | Lake | | | | | | Bridge between La |276|10" R. C. | 10| 24|Heavy |[1] 900.00 Grande and Hot | |Bridge | | | | Lake | | | | | | Bridge between La |277|26" R. C. | 26| 20|Heavy |[1] 2,000.00 Grande and Hot | |Bridge | | | | Lake | | | | | | Bridge between La |278|18" R. C. | 18| 20|Heavy |[1] 1,500.00 Grande and Hot | |Bridge | | | | Lake | | | | | | Bridge between La |279|14" R. C. | 14| 20|Heavy |[2] 1,400.00 Grande and Hot | |Bridge | | | | Lake | | | | | | Box Culvert near |215|7"x8" R. C. | 10| 24|Heavy |[2] 800.00 Hot Lake | |Box Culvert | | | | | | | | | | Wasco: | | | | | | Eight Mile Creek |106|60" R. C. Box | 60| 20|Heavy |[2] 3,000.00 Bridge East of | |Culvert | | | | the Dalles | | | | | | Three Mile Creek |109|6"x6" R. C. | ...| 20|Heavy |[2] 700.00 Bridge--East of | |Culvert | | | | the Dalles | | | | | | Mosier Creek |118|175" R. C. | 175| 20|Heavy |[2] 7,000.00 Bridge at Mosier| |Viaduct | | | | Butler Creek |128|36" R. C. | 36| 20|Heavy |[2] 1,800.00 Bridge | |Bridge | | | | Tygh Creek Bridge |129|78" R. C. | 78| 20|Heavy |[2] 5,500.00 near Tygh Valley| |Bridge | | | | Rock Creek Bridge |203|45" R. C. | 45| 20|Heavy |[1] 2,700.00 | |Bridge | | | | | | | | | | Washington: | | | | | | Onion Flat Trestle|199|599" Wood | 599| 18|Heavy |[3] 8,372.22 between Rex and | |Trestle | | | | Tigardville | | | | | | Tualatin River |204|144" Wood Span | 310| 18|Heavy |[3] 12,968.60 Bridge, 2 mi. | | | | | | So. of | | | | | | Tigardville | | | | | | Fanno Creek Bridge|264|70" Wood | 70| 18|Heavy |[3] 1,882.81 at Tigard | |Trestle | | | | | | | | | | Wheeler: | | | | | | Bridge over Bridge|176|162" Wooden | 333| 16|Medium|[1] 10,000.00 Creek, near | |Span | | | | Mitch.e.l.l | | | | | | Bridge over Bridge|177|90" Wooden Span| 105| 16|Medium|[3] 6,774.15 Creek, 4 mi. | | | | | | West of Mitch.e.l.l| | | | | | Bridge over West |178|30" Wooden Span| 30| 16|Medium|[1] 500.00 Branch Creek, | | | | | | near Mitch.e.l.l | | | | | | Bridge at Mitch.e.l.l|179|162" Wooden | 200| 16|Medium|[1] 8,000.00 | |Span | | | | | | | | | | Yamhill: | | | | | | Bridge over |262|40" Wooden Span| 97| 18|Medium|[1] 1,000.00 Yamhill River--6| | | | | | mi. West of | | | | | | Grande Ronde | | | | | | Bridge over Cedar |263|30" Wooden Span| 68| 18|Medium|[1] 800.00 Creek--4 mi. | | | | | | West of Grande | | | | | | Ronde | | | | | | --------------------+---+---------------+----+---+------+-------------- Total | $788,788.09 --------------------------------------------------------+--------------
[1] Designed by Highway Department but not yet constructed.
[2] Designed by Highway Department and construction supervised by Counties.
[3] Designed and construction supervised by Highway Department.
Where loading is referred to as "Heavy," the structure is designed for a twenty-ton roller and for 100 lbs. per sq. ft. Where loading is referred to as "Medium," the structure is designed for a fifteen-ton roller and for 75 lbs. per sq. ft.
SUMMARY OF BRIDGE AND CULVERT DESIGN AND CONSTRUCTION
Designed and Construction Supervised by Highway Department $527,788.09 Designed by Highway Department and Construction supervised by Counties 89,600.00 Designed by Highway Department but not yet constructed 171,400.00 ----------- Total $788,788.09
TABLE C
MILES OF LOCATION SURVEYS MADE BY HIGHWAY DEPARTMENT 1917-1918
Jobs Miles
Baker County-- Baker to Middle Bridge 17.0 Canyon Section of Baker-Cornucopia Road 4.5 Sag Section of Baker-Cornucopia Road 4.9 Middle Bridge to Black Bridge 13.0
Clackamas County-- Canby to Oregon City 7.5 Oregon City to Multnomah County Line 6.5 Aurora to Canby 5.0
Columbia County-- Columbia City to Scappoose 11.2
Coos County-- Myrtle Point to Douglas County Line 24.4 Marshfield to Curry County Line 39.2 Coquille to Myrtle Point 9.0
Curry County-- Coast Highway 20.0
Douglas County-- Johns Ranch to Jacques Ranch 7.2 Canyon Creek Pa.s.s to Johns Place 2.3 Coos County Line to Roseburg 28.7
Gilliam County-- Columbia River Highway 34.0
Grant County-- Big Basin Section of John Day River Highway 23.5 John Day to Fisk Creek 7.4 Fisk Creek to Hall Hill 3.5 Hall Hill to Prairie City 2.2
Harney County-- Burns to Crane 6.0
Hood River County-- Hood River to Mosier 7.0
Jackson County-- Ashland to Klamath Falls 15.6
Josephine County-- Wolf Creek to Grave Creek 4.0 Grants Pa.s.s to Grave Creek 17.2 Wolf Creek to Stage Road Pa.s.s 2.4
Klamath County-- Klamath Falls-Chiloquin 3.3
Lane County-- Goshen to Cottage Grove 18.2 Eugene to Florence 37.5 Divide to Overhead 1.3
Linn County-- Albany to Jefferson 7.8
Marion County-- Salem to Aurora 22.2 Salem to Jefferson 15.5
Morrow County-- Columbia River Highway 28.6 Heppner to Willows 43.0 Heppner to Umatilla County Line 28.4
Polk County-- Between Monmouth and Dallas .7 Between Salem and Dallas .8
Sherman County-- Columbia River Highway 14.0
Tillamook County-- Tillamook to Cloverdale 15.0 Neskowin to Salmon River 8.0
Umatilla County-- Pendleton to Umatilla 40.6 Pendleton to Pilot Rock 13.9 Pilot Rock to Morrow County Line 18.3 Pendleton to Kamela 26.8 Union County-- Elgin to Minam 9.4 Union to Telocaset 7.2 La Grande to Elgin 29.1 La Grande to Union 9.4 La Grande to Kamela 22.4
Wasco County-- Seuffert to Deschutes River 12.5
Washington County-- Multnomah County Line to Newberg 15.7 Beaverton to Hillsboro 7.6 Forest Grove to Gaston 6.7
Wheeler County-- Sarvice Creek to Grant County Line 25.5 Ochoco Forest to Grant County Line 50.5 Fossil to Gilliam County Line 4.5 Fossil to mouth of Sarvice Creek 21.0
Yamhill County-- McMinnville to Dayton 6.7 Grande Ronde Section 6.8 ----- Total miles of surveys 902.1