5-15 501.230 Static Loading Test E a c h 501.231 Dynamic Loading Test E a c h
501.36 Steel H-beam Piles 36 lb/ft, delivered Linear Foo t
501.361 Steel H-beam Piles 36 lb/ft, in place Linear Fo ot
501.38 Steel H-beam Piles 42 lb/ft, delivered Linear Foo t
501.381 Steel H-beam Piles 42 lb/ft, in place Linear Foo t
501.40 Steel H-beam Piles 53 lb/ft, delivered Linear Foo t
501.401 Steel H-beam Piles 53 lb/ft, in place Linear Foo t
501.42 Steel H-beam Piles 57 lb/ft, delivered Linear Foot
501.421 Steel H-beam Piles 57 lb/ft, in place L i n e a r F o o t
501.44 Steel H-beam Piles 63 lb/ft, delivered Linear Foot
501.441 Steel H-beam Piles 63 lb/ft, in place L i n e a r F o o t
501.46 Steel H-beam Piles 73 lb/ft, delivered Linear Foot
501.461 Steel H-beam Piles 73 lb/ft, in place Linear Foo t
501.48 Steel H-beam Piles 74 lb/ft, delivered Linear Foo t
501.481 Steel H-beam Piles 74 lb/ft, in place Linear Foot
501.50 Steel H-beam Piles 89 lb/ft, delivered Linear Foot 501.501 Steel H-beam Piles 89 lb/ft, in place L i n e a r F o o t
501.52 Steel H-beam Piles 102 lb/ft, delivered Linear Foo t
501.521 Steel H-beam Piles 102 lb/ft, in place Linear Foot
501.54 Steel H-beam Piles 117 lb/ft, delivered Linear Foot
501.541 Steel H-beam Piles 117 lb/ft, in place Linear Foot
501.70 Steel Pipe Piles, delivered L i n e a r F o o t
501.701 Steel Pipe Piles, in place L i n e a r F o o t
501.72 Steel Casings, delivered L i n e a r F o o t
501.721 Steel Casings, in place L i n e a r F o o t
501.90 Pile Tips E a c h
501.91 Pile Splices E a c h
501.92 Pile Driving Equipment Mobilization Lump Sum
5-16 Figure 1- Pile and Driving Equip ment Data Form. Form can be fo und on the Department Website Project/Bridge:______________________________________ Town:___________________________ WIN:__________________ Fed. Proj. No:_______________________ Bridge No:________________ Contractor:___________________________ Pile Driving Sub:_________________________________ Manufacturer:______________________ Model:_______________ Hammer Type:_____________________ Serial No:_____________ Max Energy:_______________(ft-lbs) @Stroke Length:________(ft) Ram Weight:_____________(lbs) Modifications:____________________________________________ _______________________________________________________ _______________________________________________________ ______________________________________________________ Material:_______________________________________________ Thickness:________________(in.) Area:__________________(in.2) Modulus of Elasticity (E):_______________________________(psi) Coefficient of Restitution (e):________________________________ Weight:____________________(lbs) Material:_______________________ Thickness:____________(in.) Modulus of Elasticity (E):_______________________________(psi) Coefficient of Restitution (e):________________________________ Pile Type:_______________________________________________ Length (in Leads):______________________________________(ft) Weight/Length:_____________(lbs/ft) Diameter:_____________(in.) Wall Thickness:__________(in.) X-Section Area:____________(in.2) Maximum Factored Load:______________________________(kips) Required Resistance:_________________________________(kips) Splice Description:________________________________________ Pile Tip Description:_______________________________________ Submitted by:________________________ Date:_______________ Telephone #:___________________ Fax #-_________________ RAM ANVILHAMMER HAMMER CUSHION DRIVEHEAD PILE CUSHION PILEHAMMER COMPONENTS Helmet Bonnet Anvil Block Pile Cap