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Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge T-0-4, Oregon to Washington, 1917.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 1941. Replace rail joints. Chief Engineer/Standard Maintenance Procedure AFE Number CE 1973. Correspondence File Number T33-0. Oregon Trunk Division. Other subject categories: Joints Rail.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge G-22-7; G-23-0; G-26-6, Washington, 1915.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 1126. Placing tie plates on Bridges G-22-7, G-23-0, and G-26-6. Chief Engineer/Standard Maintenance Procedure AFE Number CE 1238. Correspondence File Number G34-7. Vancouver - Goldendale Branch Division. Other subject categories: Bridge Tie Plates.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge A-98-0, Oregon, 1917.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 1842. Renew bents 348 to 526 with standard pile trestle on Bridge A-98-0. Chief Engineer/Standard Maintenance Procedure AFE Number CE 1891. Correspondence File Number A34-7. Portland Division. Other subject categories: Bridge Trestle.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge A-84-8, Oregon, 1914.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 923. Reinforcing fire bents in west approach of bridge A-84-8, Oregon. Chief Engineer/Standard Maintenance Procedure AFE Number CE 1046. Correspondence File Number A33-2. Portland Division. Other subject categories: Bridge Reinforcing.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge A-81-2, Oregon, 1915.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 1143. Renewing bridge A-81-2 with standard pile bridge. Chief Engineer/Standard Maintenance Procedure AFE Number CE 1249. Correspondence File Number A34-7. Portland Division. Other subject categories: Bridge Renewing.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge A-70-6, Oregon, 1915.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 1136. Replacing bridge A-70-6 with standard pile trestle. Chief Engineer/Standard Maintenance Procedure AFE Number CE 1248. Correspondence File Number A34-7. Portland Division. Other subject categories: Bridge Replacement.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge A-68-3, Oregon, 1915.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 1135. Replacing bridge A-68-3 with standard pile trestle. Chief Engineer/Standard Maintenance Procedure AFE Number CE 1247. Correspondence File Number A34-7. Portland Division. Other subject categories: Bridge Replacement.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge A-6-3, Oregon, 1915.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 1130. Filling bridges A-6-3 and putting double line of 24 inch pipe. Chief Engineer/Standard Maintenance Procedure AFE Number CE 1241. Correspondence File Number A34-3. Portland Division. Other subject categories: Bridge.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge A-61-2, Oregon, 1913.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 676. Filling trestle bridge A-61-2. Chief Engineer/Standard Maintenance Procedure AFE Number CE 754. Correspondence File Number A34-3. Portland Division. Other subject categories: Bridge Filling.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE), Bridge A-60-2, Oregon, 1916.

Spokane, Portland and Seattle Railway Authorization for Expenditure (AFE). President's AFE Number 1437. Raise grade at bridge A-60-2, Beaver Creek, 2.7 feet, construct one 65 foot through plate girder span on piling piers, and extend present pile trestle one 14 foot span at west end. Grade to be raised for a total distance of 1915 lineal feet. Necessary to provide horizontal and vertical clearances for navigation, by order of U.S. Engineers. Chief Engineer/Standard Maintenance Procedure AFE Number CE 1537. Correspondence File Number A34-BC. Portland Other subject categories: Bridge Raising.

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