Drilled Shafts. A. A LRFD maximum factored resistance value of 2,800 psf can be used for design below elevation 1912 ft. or maximum scour whichever is lower. B. Permanent casings will be required to elevation 1915 ft. C. The point of fixity within the bedrock can be assumed to be the elevation 1912 ft.
Appears in 4 contracts
Samples: Bridge Improvement Grant Agreement, Bridge Improvement Grant Agreement, Bridge Improvement Grant Agreement
Drilled Shafts. A. A LRFD maximum factored resistance value of 2,800 psf can be used for design below elevation 1912 ft. or maximum scour whichever is lower.
B. Permanent casings will be required to elevation 1915 ft.
C. The point of fixity within the bedrock can be assumed to be the elevation 1912 ft.
Appears in 2 contracts
Samples: Bridge Improvement Grant Agreement, Bridge Improvement Grant Agreement
