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1 <br />' <br />1 <br />' <br />, <br />, <br />' <br />' <br />1 <br />' <br />1 <br />1 <br />, <br />' <br />1 <br />1 <br />1 <br />7uly 30, 199� <br />HWA Project No. 96028 <br />Table 1. <br />Allowabk A�al Pile Capadtia <br />The recommended capacities should be considered appro�dmate. The actual capacatie� <br />should be detertnined based on the dynanuc pile driving analysis discusaed bdow, �ad the <br />actual driving resistance during pile installation. <br />Steel elements in contact with seawater will be subjected to an aggressive, coRosive <br />environment. As such, if steel pipe piles are used, the designers should incorporate <br />corrosion control measures. Such measures might include use of coatings, galvaniang, or <br />other metal alloys that are less susceptible to corrosion. <br />Lateral Capacities - We understand that vertical piles including the mooring piles will be <br />utilized to resist fateral loads. Behavior of laterally loaded 12-inch diameter open-end <br />steel pipe and precast octagonal concrete piles were evaluated using the computer <br />program LPII.E (Reese and Wang, 1989). <br />' 96028RF.DOC <br />HON6 WFSTdC ASSOCIATES, TNC. <br />