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 pa.s.senger 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|c.u.mmins 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. Ha.s.sam 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. Sch.e.l.l | 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. Sch.e.l.l | 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. |Cla.s.s|Cla.s.s|Cla.s.s| 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 | .37 | .61 | 1.12| .02 |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 | ...