FP-96 English Version - Eastern Federal Lands Highway Division

Section 551` For piles greater than 24 inches in diameter or diagonal width:Where:S f S D 30S fDS= Settlement at failure in inches= Pile diameter or diagonal width in inches= Elastic deformation of pile in inchesDetermine top elevation of the test pile immediately after driving and againjust before load testing to check for heave. Wait a minimum of 3 days betweenthe driving of any anchor or load test piles and the commencement ofthe load test. Prior to testing, re-drive or jack to the original elevation anypile that heaves more than 0.25 inches.After completion of the load testing, remove or cut off any test or anchorpiling not a part of the finished structure at least 2 feet below either thebottom of footing or the finished ground elevation.Based on the results of the static load testing, the order list and productiondriving criteria may be approved and the required cut-off elevations providedor additional load tests may be specified. This information will beprovided within 7 days after receipt of the order list and all required test datafor the test piles driven.551.12 Pile Cutoffs. Cut off the tops of all permanent piles and pile casingsat the required elevation. Cut off the piles clean and straight parallel to thebottom face of the structural member in which they are embedded. Disposeof cutoff lengths according to Subsection 203.05(a).(a) Steel piles. Do not paint steel to be embedded in concrete. Before paintingthe exposed steel pile, thoroughly clean the metal surface of any substance thatwill inhibit paint adhesion. Use aluminum colored paint system 2 accordingto Section 563. Paint portions of completed trestle or other exposed piling toa point not less than 4 feet below finished groundline or waterline with oneshop prime coat and 2 shop finish coats. Shop coats applied in the field shallbe applied before driving the pile. Paint exposed piling above finished groundlineor waterline with one field finish coat.368