Part 11

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 --+-------+------+--------+------+------+------+-----+------+---------