Chapter 423: , Laws of 1917, the Secretary of State is directed to (2)

========================+========+========+========+========+========
| | 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 Pass-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 | | | | |
Cummins Hill Section | ... | ... | 3.5 | ... | 3.5
Fossil-Cummins 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 | | | |
41/2 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 | | | | | |
Pass 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 | | | | | |
Pass Creek Culvert|190|Double 6'x7' | 14| 24|Heavy |[2] 1,380.03
11/2 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 Mitchell| | | | | |
Point | | | | | |
Culvert for Pipe |171|3'x61/2' 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 21/2'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 | | | |
Mitchell | | | | | |
Bridge over Bridge|177|90' Wooden Span| 105| 16|Medium|[3] 6,774.15
Creek, 4 mi. | | | | | |
West of Mitchell| | | | | |
Bridge over West |178|30' Wooden Span| 30| 16|Medium|[1] 500.00
Branch Creek, | | | | | |
near Mitchell | | | | | |
Bridge at Mitchell|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 Pass 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 Pass to Grave Creek 17.2
Wolf Creek to Stage Road Pass 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

TABLE D

MILES OF DIFFERENT TYPES OF ROAD IN EACH COUNTY

(These mileages are only roughly approximate as accurate data is obtainable in very few counties)

==========+==========================================================
| Public Roads
| |Concrete Pavements
| | |Asphaltic Concrete
COUNTIES | | | |Plank Roads
| | | | |Broken Stone
| | | | | |Gravel Roads
| | | | | | | Earth Roads
| | | | | | |Improved
| | | | | | | |Un-
| | | | | | | |improved
----------+--------+----+-----+-----+-------+-------+-------+--------
Baker | 3,500.0| ...| ...| ...| ...| 30.0| 470.0| 3,000.0
Benton | 550.0| ...| ...| ...| 10.0| 200.0| 200.0| 140.0
Clackamas | 1,220.0| 2.0| 24.0| 99.0| 177.0| 221.0| 441.0| 256.0
Clatsop | 310.0| 4.5| 25.0| 26.0| 94.0| 19.0| 141.0| ...
Columbia | 575.0| ...| 4.5| 19.0| 116.5| 42.0| 17.0| 376.0
Coos | 675.0| .5| 1.5| 51.0| 16.0| 86.0| 86.0| 434.0
Crook | 1,450.0| ...| ...| ...| 2.0| 50.0| 300.0| 1,098.0
Curry | 140.0| ...| ...| ...| 2.0| 52.0| 53.0| 33.0
Deschutes | 1,500.0| ...| ...| ...| ...| 25.0| 300.0| 1,175.0
Douglas | 2,000.0| 1.0| 1.0| 8.0| 150.0| 340.0| 500.0| 1,000.0
Gilliam | 600.0| ...| ...| ...| 10.0| 5.0| 50.0| 535.0
Grant | 850.0| ...| ...| ...| ...| 12.0| 15.0| 823.0
Harney | 1,000.0| ...| ...| ...| ...| 8.0| 192.0| 800.0
Hood River| 250.0| ...| 1.0| ...| 7.0| 32.0| 110.0| 100.0
Jackson | 750.0| 8.0| 10.0| ...| 12.0| 20.0| 300.0| 400.0
Jefferson | 1,500.0| ...| ...| ...| 30.0| 25.0| 500.0| 945.0
Josephine | 700.0| ...| ...| ...| 4.0| 52.0| 400.0| 244.0
Klamath | 1,200.0| ...| 2.0| ...| 4.0| 14.0| 300.0| 880.0
Lake | 1,400.0| ...| ...| ...| 5.0| 20.0| 200.0| 1,175.0
Lane | 1,450.0| ...| ...| 26.0| 137.0| 425.0| 78.0| 784.0
Lincoln | 385.0| ...| ...| 5.0| 20.0| 10.0| 250.0| 100.0
Linn | 1,900.0| ...| ...| ...| 70.0| 530.0| 500.0| 800.0
Malheur | 1,800.0| ...| ...| ...| ...| 25.0| 200.0| 1575.0
Marion | 1,300.0| ...| 8.0| ...| 123.0| 272.0| 300.0| 597.0
Morrow | 900.0| ...| ...| ...| 4.0| ...| 33.0| 863.0
Multnomah | 500.0|12.0| 77.0| 3.0| 125.0| 136.0| 120.0| 27.0
Polk | 1,100.0| ...| 1.0| ...| 40.0| 300.0| 300.0| 459.0
Sherman | 500.0| ...| ...| ...| ...| 4.0| 90.0| 406.0
Tillamook | 350.0| 6.0| 5.0| 11.0| ...| 228.0| 50.0| 50.0
Umatilla | 3,000.0| ...| 11.0| ...| 30.0| 30.0| 644.0| 2,285.0
Union | 800.0| ...| ...| ...| 3.0| 10.0| 187.0| 600.0
Wallowa | 1,500.0| ...| ...| ...| ...| ...| 300.0| 1,200.0
Wasco | 1,100.0| ...| ...| ...| 25.0| 100.0| 475.0| 500.0
Washington| 975.0| ...| 16.0| 25.0| 171.0| 33.0| 300.0| 430.0
Wheeler | 950.0| ...| ...| ...| 5.0| ...| 5.0| 940.0
Yamhill | 1,300.0| 4.0| ...| ...| 125.0| 171.0| 500.0| 500.0
+--------+----+-----+-----+-------+-------+-------+--------
Total |39,980.0|38.0|187.0|273.0|1,518.0|3,527.0|8,907.0|25,530.0
----------+--------+----+-----+-----+-------+-------+-------+--------

TABLE E

1918 MOTOR VEHICLE REGISTRATION BY COUNTIES

===========+===========+=========
County | Total | Number
| Number of | Persons
| Motor | Per Auto
| Vehicles |
-----------+-----------+---------
Baker | 1,409 | 12.8
Benton | 1,080 | 9.9
Clackamas | 2,299 | 13.0
Clatsop | 1,409 | 11.4
Columbia | 632 | 16.8
Coos | 1,128 | 15.9
Crook | 533 | 5.6
Curry | 135 | 15.1
Deschutes | 829 | 5.6
Douglas | 1,428 | 13.8
Gilliam | 520 | 7.1
Grant | 436 | 12.9
Harney | 488 | 8.3
Hood River | 682 | 11.8
Jackson | 2,431 | 10.6
Jefferson | 305 | 5.6
Josephine | 743 | 12.9
Klamath | 1,151 | 7.4
Lake | 463 | 10.0
Lane | 2,618 | 12.9
Lincoln | 170 | 34.6
Linn | 2,184 | 10.4
Malheur | 1,138 | 7.6
Marion | 3,982 | 10.0
Morrow | 670 | 6.5
Multnomah | 20,456 | 11.1
Polk | 1,298 | 10.4
Sherman | 737 | 5.8
Tillamook | 843 | 7.4
Umatilla | 3,231 | 6.3
Union | 1,609 | 10.1
Wallowa | 811 | 10.3
Wasco | 1,324 | 12.3
Washington | 2,041 | 10.5
Wheeler | 243 | 10.2
Yamhill | 1,862 | 9.3
-----------+-----------+--------
Total | 63,318 | 10.6
-----------+-----------+--------

STATE REGISTRATION

Total number of passenger vehicles 58,000
Total number of Ford trucks 2,266
Total number of trucks of other makes 3,052
-----
Total number of trucks, all makes 5,318
------
Total number of motor vehicles of all types and all makes 63,318

TABLE F

COUNTY BOND ISSUES

As proof that the people of Oregon are awake to the value of good roads, the following list is given of Counties which have voted bond issues for the development of their road systems:

===========+=================+===============
County | Amount of bonds | Date voted
-----------+-----------------+---------------
Coos | $ 362,000.00 | June 1916
Columbia | 360,000.00 | Feb. 1914
Clatsop | 400,000.00 | Nov. 4, 1913
Crook | 90,000.00 | 1918
Douglas | 500,000.00 | Aug. 1917
Grant | 140,000.00 | June 4, 1917
Hood River | 75,000.00 | July 15, 1914
Jackson | 500,000.00 | Sept. 9, 1913
Multnomah | 1,250,000.00 | Mar. 1915
Wasco | 260,000.00 | Nov. 1916
Wheeler | 80,000.00 | Nov. 1916
+-----------------+---------------
Total | $4,017,000.00 |
-----------+-----------------+---------------

TABLE G--TABULATION OF CONTRACT PRICES

GIVING UNIT PRICES OF ALL UNIT PRICE CONTRACTS FOR PAVING AND GRADING WORK, 1917-1918

========+============+====================+======+===================
Contract| | | N m |
No+-----+ | | u i |
| Job | CONTRACTOR | m l | Kind of Work
| | | b e |
| | | e s |
| | | r |
--+------------------+--------------------+------+-------------------
1|Cummins Hill |Elliot Construction | 3.5 |Grading
| | Co. | |
2|Wild Horse Paving |Warren Construction | 11.0 |Paving
| | Co. | |
3|Multnomah County |Oskar Huber | 15.7 |Grading and Paving
| Line-Newberg | | |
5|Astoria-Svenson |Warren Construction | 9.0 |Grading and Paving
| | Co. | |
6|Goble Section |Warren Construction | 2.0 |Grading
| | Co. | |
7|Rainier Hill |A. L. Clark | 2.2 |Grading
8|Cascade Locks |A. D. Kern | 8.2 |Grading
9|Viento Section |A. D. Kern | 3.6 |Grading
10|Ruthton Hill |A. D. Kern | 2.4 |Grading
11|Delena-Goble |Clark & Dibble | 7.6 |Macadam
| | | |
12|Tillamook Paving |Oskar Huber | 5.0 |Grading and Paving
13|Multnomah County |Warren Construction | 2.5 |Paving
| Line-Scappoose | Co. | |
18|Oregon City-Canby |Ore. Hassam Paving | 7.5 |Paving
| | Co. | |
19|Yoncalla-Oakland |Warren Construction | 10.4 |Grading
| | Co. | |
20|Comstock-Leona |Hall & Soleim | 4.6 |Grading & Macadam
| | | |
21|Divide-Comstock |S. S. Schell | 2.4 |Grading
25|Locust Hill |A. Anderson | 1.0 |Grading
28|Wolf Creek-Grave |American Express | 4.9 |Grading
| Creek | Co. | |
29|Myrtle Creek- |Calvert & Wolke | 12.8 |Grading
| Dillard | | |
32|Bridge Creek |United Construction | 0.9 |Grading
| | Co. | |
36|Canemah-new Era |Clackamas County | 1.8 |Grading
| | Court | |
64|Divide-Comstock |S. S. Schell | 2.4 |Macadam
| Macadam | | |
65|Union-Telocaset |State | 6.0 |Grading
66|Elgin-Minam |State | 9.3 |Grading
71|Hall Hill-Prairie |A. D. Kern | 2.2 |Grading & Macadam
| City | | |
| | | |
LP|Lowest Unit Price | | |
HP|Highest Unit Price| | |
---------------------+--------------------+------+-------------------

==+==========+=====================+======+=================+=========
Ct|Clearing | EXCAVATION | Over-| CONCRETE |Rubble
No| and | Cubic Yards | haul,| Cubic Yards |Masonry
|Grubbing +--------+------+-----+ Cu. +-----+-----+-----+ Cu.
|Lump Sum | Common |Inter-|Solid| Yds. |Class|Class|Class| Yds.
| | | me- |Rock | Per | A | B | C |
| | |diate | | 100' | | | |
--+----------+--------+------+-----+------+-----+-----+-----+---------
1| ... |$ .40 |$ .70 |$1.35| ... | ...| ...| ...|$ 10.00
2| | ... | ... | ...|$.01 | ...| ...| ...| ...
3|$1,250.00 | .34 | .62 | 1.15| ... | ...| ...|$8.50|
5| 5,610.00 | .49 | .75 | 1.20| .01 | ...| ...| 8.50|
6| 2,085.00 | .45 | .70 | 1.15| .02 | ...| ...|15.00| 9.00
| | | | | | | | |
7| ... | .30 | .48 | 1.25| .03 | ...| ...|12.00| ...
8| Free | .42 | .75 | 1.15| .03 |20.00| ...|14.00| 7.00
9| Free | .39 | .70 | 1.10| .03 |20.00| ...|14.00| 7.00
10| Free | .39 | .70 | 1.05| .03 | ...| ...|14.00| 7.00
11| ... | .40 | .60 | 1.15| .02 |20.00| ...|18.00| ...
| | | | | | | | |
12| ... | .60 | .90 | ...| .02 | ...| ...|17.70| ...
13| ... | .45 | .65 | ...| .02 | ...| ...| ...| ...
18| ... | ... | ... | ...| ... | ...| ...| ...| ...
19|$6,350.00 | .49 | .77 | 1.30| .02 |24.00|22.00| ...| 9.00
20| 2,247.00 | .371/2 | .61 | 1.12| .021/2 |18.00|16.05| ...| 14.80
| | | | | | | | |
21| 2,400.00 | .45 | .60 | 1.15| .03 |24.00|16.00| ...| 8.00
25| 125.00 | .53 | .63 | 1.20| .03 | ...| ...|20.00| ...
28| 3,500.00 | .45 | .45 | 1.25| .02 |22.50| ...|18.00| ...
29| 3,500.00 | .35 | .56 | 1.14| .02 |22.00| ...|20.50| ...
32| ... | .60 | .75 | 1.40| .03 |34.00| ...|31.00| 12.50
| | | | | | | | |
36| 500.00 | .60 | .80 | 1.25| .02 |15.00| ...|12.00| 1.25
64| ... | ... | ... | ...| ... | ...| ...| ...| ...
65| ... | .40 | .75 | 1.35| .03 |25.00| ...|20.00| ...
66| ... | .40 | .70 | 1.25| .03 |22.00|20.00| ...| 10.00
71| ... | .72 | ... | 1.60| .05 |31.00|30.00|28.00| ...
| | | | | | | | |
LP| | .30 | .45 | 1.05| .01 |15.00|16.05| 8.50| 1.25
HP| | .72 | .90 | 1.60| .05 |34.00|30.00|31.00| 14.80
--+----------+--------+------+-----+------+-----+-----+-----+--------

==+======+=================+==========================================
Ct| Metal| Plain | REINFORCED CONCRETE PIPE
No| Rein-| Concrete | Lineal Feet
|force-| Pipe |
| ment | Lineal Feet |
|Pounds+--------+--------+-------+-------+--------+--------+--------
| | 12-in. | 18-in. |12-in. |18-in. | 24-in. | 30-in. | 36-in.
--+------+--------+--------+-------+-------+--------+--------+--------
1| ... | ... | ... | ... | ... | ... | ... | ...
2| ... | ... | ... | ... | ... | ... | ... | ...
3| ... | ... | ... |$ 1.25 | $1.75 | $ 2.45 | ... | $ 4.25
5| ... | ... | ... | 1.40 | 2.00 | 2.75 | ... | 4.60
6| ... | ... | ... | 1.50 | ... | 3.30 | ... | 5.30
| | | | | | | |
7| ... | ... | ... | ... | ... | ... | ... | ...
8| ... | ... | ... | 1.75 | 2.25 | 3.00 | ... | 4.75
9| ... | ... | ... | 1.75 | 2.25 | 3.00 | ... | ...
10| ... | ... | ... | 1.75 | 2.25 | 3.00 | ... | ...
11| ... | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
12| ... | ... | ... |[4].48 |[4].78 |[4]1.16 | ... |[4]1.80
13| ... | ... | ... | ... | ... | ... | ... | ...
18| ... | ... | ... | ... | ... | ... | ... | ...
19|$ .08 |$ 1.10 |$ 2.02 | ... | ... | 3.27 | ... | 5.50
20| .12 | .67 | 1.55 | ... | ... | 2.90 | ... | 5.50
| | | | | | | |
21| .08 | 1.00 | ... | ... | ... | 2.50 | ... | ...
25| ... | 1.00 | 1.50 | ... | ... | ... | ... | ...
28| .15 |[4].55 |[4].80 | ... | ... |[4]1.10 |[4]1.50 |[4]2.00
29| .10 |[4].35 | ... | ... |[4].60 |[4]1.05 |[4]2.00 |[4]3.00
32| ... | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
36| ... | ... | ... | ... | 1.25 | ... | ... | ...
64| ... | ... | ... | ... | ... | ... | ... | ...
65| .08 | 1.25 | ... | ... | ... | ... | ... | ...
66| .07 | ... | ... | ... | ... | ... | ... | ...
71| .10 | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
LP| .07 | .67 | 1.50 | 1.35 | 1.75 | 2.45 |[4]1.50 | 4.00
HP| .15 | 1.25 | 2.02 | 1.75 | 2.25 | 3.30 |[4]2.00 | 5.50
--+------+--------+--------+-------+-------+--------+--------+--------

==+=====================================+======+=====+======+=========
Ct| CORRUGATED GALVANIZED IRON PIPE |6-Inch|Guard|Lumber|Asphaltic
No| Lineal Feet |Porous|Fence| and |Concrete
| |Drain | Lin.|Timber|2 inches
| | Tile | Ft. |1,000 |on Rock
|-------+------+--------+------+------+ Lin. | | Ft. | Base
| 12-in.|18-in.| 24-in. |30-in.|36-in.| Ft. | |B. M. |Sq. Yd.
--+-------+------+--------+------+------+------+-----+------+---------
1|[4]$.40| ...|[4]$1.00| ...| ...| ... | ...| ...| ...
2| ...| ...| ...| ...| ...| ... | ...| ...| $ 1.29
3| ...| ...| ...| ...| ...| $.15 | $.45| 50.00| 1.28
5| ...| ...| ...| ...| ...| ... | ...| ...| 1.24
6| ...| ...| ...| ...| ...| ... | .57| ...| ...
| | | | | | | | |
7| 1.00| ...| ...| ...| ...| ... | 1.50| ...| ...
8| ...| ...| ...| ...| ...| ... | .50| ...| ...
9| ...| ...| ...| ...| ...| ... | .50| ...| ...
10| ...| ...| ...| ...| ...| ... | .50| ...| ...
11| ...| ...| ...| ...| 1.30| ... | .60| ...| ...
| | | | | | | | |
12| ...| ...| ...| ...| ...| .14 | ...| ...| 1.42
13| ...| ...| ...| ...| ...| ... | ...| ...| 1.17
18| ...| ...| ...| ...| ...| ... | ...| ...| 1.26
19| 2.07| 2.75| 3.44| ...| ...| .20 | ...| 45.00| ...
20| 1.55| 2.00| 3.00| ...| ...| ... | ...| 32.00| ...
| | | | | | | | |
21| ...| ...| 3.25| ...| ...| .20 | ...| 20.00| ...
25| ...| ...| ...| ...| ...| .25 | ...| ...| ...
28| [4].30|[4].40| [4].50|[4].60|[4].75| .40 | .50| 45.00| ...
29| [4].20|[4].30| [4].40|[4].60|[4].75| .25 | .55| 45.00| ...
32| [4].73|[4].90| ...| ...| ...| ... | .85| ...| ...
| | | | | | | | |
36| 4.00| ...| ...| ...| ...| .10 | .35| ...| ...
64| ...| ...| ...| ...| ...| ... | ...| ...| ...
65| ...| ...| ...| ...| ...| ... | ...| ...| ...
66| ...| 1.50| 2.50| 4.00| ...| ... | ...| ...| ...
71| ...| 1.80| 2.70| ...| ...| ... | ...| ...| ...
| | | | | | | | |
LP| 1.00| 2.00| 3.00|[4].60|[4].75| .10 | .35| 20.00| 1.17
HP| 2.07| 2.75| 4.00|[4].60|[4].75| .40 | 1.50| 50.00| 1.42
--+-------+------+--------+------+------+------+-----+------+---------

==+=====================+=======+=======+========+=======+========
Ct| MACADAM |Broken | Sand |Broken | Clay | Rip-
No| Cubic Yards, | Stone |Cu. Yd.|Stones | Fil- | rap
| (Loose Measure) |Cu. Yd.|(Loose |Shoul- | ler | Cu.
+------+------+-------+(Loose |Meas.) | ders | Cu. | Yd.
|Broken|Gravel|Crushed|Meas.) | | Li. | Yd. |
|Stone | |Gravel | | | Ft. | |
--+------+------+-------+-------+-------+-------+-------+--------
1| ... | ... | ... | ... | ... | ... | ... | ...
2| ... | ... | ... |$ 1.87 | ... | .05 |$ 1.00 | ...
3| ... | ... | ... | 2.40 | ... | .06 | .85 |$ 2.75
5| ... | ... | ... | 2.30 | ... | .05 | .88 | ...
6| ... | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
7| ... | ... | ... | ... | ... | ... | ... | ...
8| ... | ... | ... | ... | ... | ... | ... | ...
9| ... | ... | ... | ... | ... | ... | ... | ...
10| ... | ... | ... | ... | ... | ... | ... | ...
11| 2.18 | ... | ... | ... | ... | ... | 1.00 | ...
| | | | | | | |
12| ... | ... | ... | 2.20 | ... | .06 | 1.00 | ...
13| ... | ... | ... | 1.90 | ... | .05 | .90 | ...
18| ... | ... | ... | 2.37 | ... | .051/2 | .90 | ...
19| ... | ... | ... | ... | ... | ... | ... | ...
20| 4.89 | ... | ... | ... | 1.70 | ... | .62 | ...
| | | | | | | |
21| ... | ... | ... | ... | ... | ... | ... | ...
25| ... | ... | ... | ... | ... | ... | ... | ...
28| ... | ... | ... | ... | ... | ... | ... | ...
29| ... | ... | ... | ... | ... | ... | ... | 5.00
32| ... | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
36| ... | ... | ... | ... | ... | ... | ... | ...
64| 3.35 | ... | ... | ... | ... | ... | .75 | ...
65| ... | ... | ... | ... | ... | ... | ... | ...
66| ... | ... | ... | ... | ... | ... | ... | ...
71| ... | 3.30 | 3.70 | ... | ... | ... | .75 | ...
| | | | | | | |
LP| 2.18 | 3.30 | 3.70 | 1.87 | 1.70 | .05 | .62 | 2.35
HP| 4.89 | 3.30 | 3.70 | 2.40 | 1.70 | .06 | 1.00 | 5.00
--+------+------+-------+-------+-------+-------+-------+--------

[4] Indicates that contract price on culvert pipe is for hauling and placing only, the pipe to be furnished to the contractor.

TABLE H

YEARLY EXPENDITURES OF STATE FUNDS IN COUNTIES

1914, 1915, 1916, 1917, 1918

==========+=========+=========+=========+==========+==========+==========
Counties | 1914 | 1915 | 1916 | 1917 | 1918 | Total
----------+---------+---------+---------+----------+----------+----------
Baker | | |$ 802.74|$ 1,214.01|$ 6,364.67|$ 8,381.42
Benton | |$ 181.50| 727.14| 47.56| | 956.20
Clackamas |$ 587.74| | 1,013.37| 12,519.70|143,341.40|157,462.21
Clatsop |64,587.44|35,110.03|20,823.44| 54,294.83|290,092.40|464,908.14
Columbia |13,384.87|92,069.72|11,143.48| 76,424.91|411,877.24|604,900.22
Coos | | | 375.81| 16,703.28| 264.40| 17,343.49
Crook | | 57.17|12,052.32| | 3,053.72| 15,163.21
Curry | | | | 79.91| 5,549.33| 5,629.24
Deschutes | | | | 7,244.37| 13,472.00| 20,716.37
Douglas | |15,701.12|25,188.08| 8,803.50|150,966.08|200,658.78
Gilliam | | | 7.42| 4,443.52| 31,555.96| 36,006.90
Grant | | | 26.95| 2,980.16| 4,488.62| 7,495.73
Harney | | | | | 1,873.45| 1,873.45
Hood River| 1,077.24|47,927.84| 4,317.17| 61,326.69|372,601.53|487,250.47
Jackson |59,569.82|31,954.91|25,774.49| 54,476.20| 32,143.68|203,919.10
Jefferson | | | | | |
Josephine | | 2,230.81| 5,590.03| 5,297.73| 72,700.41| 85,818.98
Klamath | | | | 27.75| 791.48| 819.23
Lake | | | | 15,215.57| 176.10| 15,391.67
Lane | | 61.11| 4,639.07| 12,247.61| 2,281.91| 19,229.70
Lincoln | | 11.95| 12.88| 2,054.05| 943.42| 3,022.30
Linn | | 208.81| 37.32| 287.67| 503.40| 1,037.20
Malheur | | | 189.61| 93.02| 773.63| 1,056.26
Marion | 414.76| 79.79| 712.55| 479.41| 4,604.18| 6,290.69
Morrow | | | 105.18| 4,200.72| 6,662.38| 10,968.28
Multnomah | 1,068.08| 107.03| | | | 1,175.11
Polk | 414.15| 74.54| 6,614.53| 137.78| 665.14| 7,906.14
Sherman |44,523.20| 993.26| 188.87| 48.87| 3,003.27| 48,757.47
Tillamook | | 116.59| 1,735.01| 5,213.34| 63,060.95| 70,125.89
Umatilla | | | 13.49|100,608.75| 73,333.75|173,955.99
Union | | | 42.20| 5,975.15| 26,213.02| 32,230.37
Wallowa | | | | | 765.07| 765.07
Wasco | | 134.91| 10.34| 286.02| 4,027.77| 4,449.04
Washington| 4,998.14|14,321.44| 4,975.48| 70,139.95|176,629.10|271,064.11
Wheeler | | | 5.64| 13,084.26| 56,130.52| 69,220.42
Yamhill | 408.34| 108.37| 2,106.03| 38,714.45| 86,244.39|127,581.58
+---------+---------+---------+----------+----------+----------
Totals $191,033.78| | | | |
$241,450.90| | | |
$129,230.64| | |
$574,670.74| |
$2,047,154.37|
$3,183,540.43
-------------------------------------------------------------------------

TABLE I

MILEAGE TABLE

Main Traveled Roads

Showing distances between some of the important towns; for convenience in obtaining mileage for long trips; to be used in connection with the official automobile road map on opposite page.

All distances between points west of the Cascade Range and Eastern Oregon points are via Portland and the Columbia River Highway, unless otherwise noted.

=============+======+======+======+======+======+======+===+======+======
| P | S | A | E | R | M | P | B | B
| o | a | l | u | o | e | e | a | e
| r | l | b | g | s | d | n | k | n
| t | e | a | e | e | f | d | e | d
| l | m | n | n | b | o | l | r |
| a | | y | e | u | r | e | |
| n | | | | r | d | t | |
| d | | | | g | | o | |
| | | | | | | n | |
-------------+------+------+------+------+------+------+---+------+------
Portland | ...| 53| 78| 126| 203| 318|240| 345| 253
Salem | 53| ...| 25| 73| 150| 265|293| 398|[5]195
Albany | 78| 25| ...| 48| 125| 240|318| 423|[5]170
Corvallis | 89| 36| 11| 40| 117| 232|329| 434|[5]162
Eugene | 126| 73| 48| ...| 77| 192|366|[5]356|[5]122
Roseburg | 203| 150| 125| 77| ...| 115|443|[5]433|[5]199
Grants Pass | 285| 232| 207| 159| 82| 33|525|[5]515|[6]265
Medford | 318| 265| 240| 192| 115| ...|484|[6]490|[6]232
Ashland | 331| 278| 253| 205| 128| 13|471|[6]477|[6]219
Ore.-Cal. | | | | | | | | |
State Line | 354| 301| 276| 228| 151| 36| | |
Crater Lake | 401| 348| 323| 275| 198| 83|372| 378| 120
Klamath Falls| 395| 342| 317| 269| 192| 77|407| 413| 155
Astoria | 107| 160| 185| 233| 310| 425|347| 452| 360
Tillamook | 107| 91| 116| 150| 227| 342|347| 452| 360
Marshfield |[7]253|[7]200|[7]175|[7]127| 88| 190|493|[5]483|[5]249
The Dalles | 91| 144| 169| 217| 294| 409|149| 254| 162
Pendleton | 240| 293| 318| 366| 443| 558|...| 105| 252
Walla Walla | 285| 338| 363| 411| 488| 603| 45| 150| 297
La Grande | 293| 346| 371| 419| 496|[6]542| 53| 52| 305
Baker | 345| 398| 423|[5]356|[5]433|[6]490|105| ...| 258
Huntington | 395| 448| 473|[5]406|[5]483|[6]540|155| 50| 298
Prineville | 244|[5]208|[5]183|[5]135|[5]212|[6]269|226| 221| 37
Bend | 253|[5]195|[5]170|[5]122|[5]199|[6]232|252| 258| ...
Burns | 396|[5]338|[5]313|[5]265|[5]342|[6]340|195| 169| 143
Lakeview | 426|[5]368|[5]343|[5]295|[6]292|[6]177|358| 332| 173
Canyon City | 317|[5]337|[5]312|[5]264|[5]341|[6]398|122| 96| 166
-------------+------+------+------+------+------+------+---+------+------

[5] Via Eugene and McKenzie River Highway.

[6] Via Klamath Falls.

[7] Via Scottsburg.

Prepared by the Oregon State Highway Department]

=This Is Not a Map of the System of State Highways.= This map is intended as a guide to the main traveled, existing, through highways and roads connecting important centers of population. The heavier weight lines are intended to designate the most generally traveled, through routes, rather than their relative condition or importance.

TABLE J

OFFICIAL DESIGNATION OF STATE HIGHWAYS

=No. 1. Pacific Highway--=
From Portland south via Oregon City, Salem, Albany, Eugene, Roseburg,
Grants Pass, Medford and Ashland to the Oregon-California State Line.

=No. 2. Columbia River Highway--=
From Astoria east via Rainier, Portland, Hood River, The Dalles,
Arlington and Umatilla, to Pendleton.

=No. 3. Coast Highway--=
From Astoria south via Tillamook, Toledo, Florence, Marshfield,
Coquille and Gold Beach to Oregon-California State Line.

=No. 4. The Dalles-California Highway--=
From a point on Highway No. 2, at or near The Dalles, south via
Shaniko, Redmond, Bend, LaPine and Klamath Falls to the Oregon-
California State Line.

=No. 5. The John Day River Highway--=
From a point on Highway No. 2, at or near Biggs, southeasterly through
Wasco, Condon, Fossil, Dayville, Prairie City and Vale to the Oregon-
Idaho State Line at Ontario.

=No. 6. The Old Oregon Trail--=
From a junction with Highway No. 2, at Pendleton, southeasterly
through La Grande, Baker and Huntington to a junction with Highway
No. 5 at or near Ontario.

=No. 7. Central Oregon Highway--=
From a point on Highway No. 4, at or near Bend, easterly through
Millican, Riley, Burns, Crane and Juntura to a junction with Highway
No. 5, at or near Vale.

=No. 8. Oregon-Washington Highway--=
From a point on Highway No. 2, at or near Willows, through Ione,
Heppner, Pendleton and Freewater to the Oregon-Washington State Line.

=No. 9. Pendleton-John Day Highway--=
From a point on Highway No. 8, at or near Pilot Rock south to a
junction with Highway No. 5, at or near John Day.

=No. 10. La Grande-Enterprise Highway--=
From a point on Highway No. 6, at or near La Grande, through Elgin and
Enterprise to Joseph.

=No. 11. Enterprise-Flora Highway--=
From a point on Highway No. 10, at or near Enterprise, north to Flora.

=No. 12. Baker-Cornucopia Highway--=
From a point on Highway No. 6, at or near Baker, east through Middle
Bridge and Halfway to Cornucopia.

=No. 13. Baker-Unity Highway--=
From a point on Highway No. 6, at or near Baker, southwest to a
junction with Highway No. 5, at or near Unity.

=No. 14. Antelope-Mitchell Highway--=
From a point on Highway No. 4, at or near Antelope to a junction with
Highway No. 15, at or near Mitchell.

=No. 15. McKenzie River Highway--=
From a point on Highway No. 1, at or near Eugene, easterly through the
McKenzie Valley and through Sisters, Redmond, Prineville and Mitchell
to a junction with Highway No. 5, at or near Dayville.

=No. 16. Albany-Sisters Highway--=
From a point on Highway No. 4, at or near Albany, southeasterly to a
junction with Highway No. 15 near Sisters.

=No. 17. Bend-Sisters Highway--=
From a point on Highway No. 4, at or near Bend, northwesterly to a
junction with Highway No. 15, at or near Sisters.

=No. 18. Lakeview-Burns Highway--=
From a point on Highway No. 19, near Lakeview, northeasterly to a
junction with Highway No. 7, at or near Burns.

=No. 19. LaPine-Lakeview Highway--=
From a point on Highway No. 4, at or near LaPine southeasterly through
Fort Rock, Silver Lake, Paisley and Lakeview to the Oregon-California
State Line.

=No. 20. Klamath Falls-Lakeview Highway--=
From a point on Highway No. 4, at or near Klamath Falls, east to a
junction with Highway No. 19, at or near Lakeview.

=No. 21. Ashland-Klamath Falls Highway--=
From a point on Highway No. 1 near Ashland, east to a junction with
Highway No. 4, at or near Klamath Falls.

=No. 22. Medford-Crater Lake Highway--=
From a point on Highway No. 1 at Medford, northeasterly, through Trail
and the Rogue River Valley to a junction with Highway No. 24 near
Crater Lake.

=No. 23. Klamath-Crater Lake Highway--=
From a junction with Highway No. 22 near Crater Lake, southeasterly
to a junction with Highway No. 4, at or near Chiloquin.

=No. 24. The Rim Highway--=
From a point on Highway No. 22 near Crater Lake, thence around Crater
Lake to the point of beginning.

=No. 25. Grants Pass-Crescent City Highway--=
From a point on Highway No. 1 at Grants Pass, southwesterly through
Kerby and Waldo to the Oregon-California State Line.

=No. 26. Mt. Hood Highway--=
From Portland through Gresham and Bull Run around the south and east
sides of Mt. Hood and to a junction with Highway No. 2, at or near
Hood River.

=No. 27. Clackamas Highway--=
From a point on Highway No. 1, at or near Oregon City, northeasterly
to a junction with Highway No. 26, at or near Pleasant Home.

=No. 28. The West Side Highway--=
From a point on Highway No. 1, at or near Portland, thence south on
the west side of the Willamette River through Newberg, McMinnville,
Dallas, Independence and Corvallis to a junction with Highway No. 1,
at or near Eugene.

=No. 29. Forest Grove-McMinnville Highway--=
From Portland through Hillsboro, Forest Grove and Carlton to a
junction with Highway No. 28, at or near McMinnville.

=No. 30. Salem-Independence Highway--=
From a point on Highway No. 1, at Salem, southwesterly to a junction
with Highway No. 28 at Independence.

=No. 31. Albany-Corvallis Highway--=
From a point on Highway No. 1, at Albany to a junction with Highway
No. 28, at or near Corvallis.

=No. 32. Yamhill-Nestucca Highway--=
From a point on Highway No. 28, at or near McMinnville, through
Sheridan, Willamina, and Dolph to a junction with Highway No. 3, at
or near Hebo.