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 5-17 SECTION 502 - STRUCTURAL CONCRETE
502.01 Description This work shall consist of furnishing and placing Portland
Cement Concrete for structures and incidental construction in a ccordance with these Specifications and in conformity with the lines, grades, and di mensions shown on the Plans or established, or for placing concrete fill for foundations wh ere called for on the Plans. For Method A Statistical Acceptance, or Method B Statistical Accept ance, the work shall conform to the Contractor’s approved Quality Control (QC) Plan and Quality Assurance (QA) provisions, in accordance wit h these Specifications and th e requirements of Section 106 - Quality. For Method C, the wor k shall conform to the Con tractor’s Quality Control Plan (QCP), the requirements of this specification and Section 106- Quality.
502.02 Classification The Portland Cement Concrete shall be t he class indicated on
the Plans.
502.03 Materials Materials shall meet the requirements specif ied in the following
Sections of Division 700, Materials: Portland Cement and Portland Pozzolan Cement 701.0 1 Water 701.02 Air Entraining Admixtures 701.03 Water Reducing Admixtures 701.04 High Range, Water Reducing, Admixture 701.0401 Set Retarding Admixtures 701.05 Curing Materials 701.06 Water stops 701.07 Smooth Surfaced Asphalt Roll Roofing 701.08 Fly Ash 701.10 Calcium Nitrite Solution 701.11 Silica Fume 701.12 Ground Granulated Blast Furnace Slag 701.13 Fine Aggregate for Concrete 703.01 Coarse Aggregate for Concrete 703.02 Alkali Silica Reactive Aggregates 703.0201 Preformed Expansion Joint Filler 705.01 Bridge Drains 711.04
502.04 Shipping and Storage The cement shall be completely pr otected from rain
and moisture. Any cement damaged by moisture or which fails to meet any of the specified requirements shall be rejected and removed from the site. Fly ash and Slag shall be stored in weather tight silos. All silos shall be completely empty and clean before material is deposited therein, unless th e silo already contains material of the same type and properties.