Third biennial report of the Oregon State Highway Commission : $b covering the period December 1st, 1916 to November 30th, 1918Benson, Simon
History
Third biennial report of the Oregon State Highway Commission : $b covering the period December 1st, 1916 to November 30th, 1918
Benson, Simon
Highway engineering -- Oregon -- History; Water resources development -- Systems engineering -- Oregon -- History
The two five-foot concrete sidewalks are carried on brackets beyond the
trusses. The curbs serve as reinforced concrete beams to carry half the
sidewalk load to the trusses, there being small concrete struts
extending up from the top of the top chords at panel and midpanel
points. Between the bottom of the curb and the top of the wooden floor
is a three-quarter-inch cushion of "Sarco." Since the bridge is on a
grade, it was necessary to precast this in sheets the width of the curb.
When the material hardened, it was rolled up in convenient lengths and
placed. It will thus be possible in the future to renew the wooden floor
with comparatively little difficulty, although it is believed that the
wood floor base, protected as it is now, should last at least fifty
years.
On account of the rather extreme length for pony trusses of the channel
span, 123 feet between end pins, it was decided to tie the trusses
together, and this was accomplished by means of two arched lattice
struts placed each twenty feet and six inches from the center of the
span.
A final coat of battleship gray paint was applied to the steel work, and
has evoked considerable favorable comment, being an innovation from the
black paint commonly used in this part of the country.
The bridge was built by the Coast Bridge Company and Robert Wakefield of
Portland. The cost of the structure complete was $250,000.00, of which
Marion County paid approximately $200,000.00 and Polk County $50,000.00.
The engineering cost for the work is remarkably low. It includes
surveys, borings, inspection of cement and steel fabrications, resident
engineer's salary, cost of design, blue prints and supplies and
stenographic work, and amounts to $4,600.00, or about one and
eight-tenths per cent of the total cost.
Surrey--Salem to Jefferson
A reconnaissance between the city limits of Salem and the Linn County
Line (Santiam River) just south of Jefferson, was made in the spring of
1918, and the following facts developed, as regards the comparison of
three possible routes between these points:
Via Turner and Marion:
Length, 22.5 miles.
Railroad grade crossings, 5 with main line of Southern Pacific.
Bridges, 9.
Overflow, long stretches.
Light grades--very little rise and fall.
Via Liberty and Ankeny Hill:
Length, 18.6 miles.
No railroad crossings.
Bridges, small.
Undulating steep grades--heavy work to cut to 5 per cent or
extensive alignment changes involving added distance.
New right of way required through valuable orchard property.
Present road macadamized or graveled entire length.
Public-domain text, read in full here on John Shaqi.
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