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6.5 MONOTUBE PILES ............................................................. 173 6.6 TAPERTUBE PILES ............................................................ 174 6.7 SPIN FIN PILES .................................................................. 174 6.8 PRESTRESSED CONCRETE PILES .................................... 176 6.9 CONCRETE CYLINDER PILES ............................................ 178 6.9.1 Spun-Cast Cylinder Piles........................................... 179 6.9.2 Bed-Cast Cylinder Piles ............................................ 180 6.9.3 Industrial Concrete Products (ICP) Piles..................... 180 6.10 COMPOSITE PILES ............................................................ 181 6.10.1 Precast Concrete - Steel H-pile Composite Piles......... 181 6.10.2 Steel Pipe - H-pile Composite Piles............................ 182 6.10.3 Corrugated Shell - Timber Composite Piles ................ 182 6.10.4 Corrugated Shell - Pipe Composite Piles .................... 183 6.11 PILE TYPES INFREQUENTLY USED ON TRANSPORTATION PROJECTS ......................................... 183 6.11.1 FundexPiles............................................................183 6.11.2 TubexPiles..............................................................184 6.11.3 Pressure Injected Footings (PIF)................................ 184 6.11.4 MandrelDrivenPiles.................................................185 6.11.5 ReinforcedConcretePiles.........................................185 6.12 DESIGN CONSIDERATIONS IN AGGRESSIVE SUBSURFACE ENVIRONMENTS ........................................ 187 6.12.1 CorrosionofSteelPiles.............................................188 6.12.1.1 Corrosion in Non-Marine Environments ........ 188 6.12.1.2 Corrosion in Marine Environments ............... 192 6.12.2 Sulfate and Chloride Attack on Concrete Piles ............ 193 6.12.3 Bacteria, Fungi, Insect, and Marine Borer Attacks on Timber Piles ............................................................. 194 6.12.4 Design Options for Piles Subject to Degradation or Abrasion .................................................................. 195 6.13 SELECTION OF PILE TYPE AND SIZE FOR FURTHER EVALUATION...................................................................... 196 6.14 HISTORICAL PRICE INFORMATION ................................... 199 6.14.1 California..................................................................200 6.14.2 Florida.....................................................................201 6.14.3 Indiana.....................................................................202 6.14.4 Maryland..................................................................203 6.14.5 NorthCarolina..........................................................204 6.14.6 Pennsylvania............................................................205 6.14.7 Texas.......................................................................206 ivPDF Image | Design and Construction of Driven Pile Foundations
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