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' 7uly 30, 1997 <br />' FIWA Project No. 96028 <br />, Table 2. <br />Behavior of Latenlly Loadedn� Open-End Sted Pipe <br />and Precaat Octagonal Conerete Pila <br />, <br />1 <br />' <br />1 <br />, <br />' <br />l' <br />1 <br />1 <br />1 <br />' <br />cn Analysa nssumes m applied letasl loed equd W 1.5 kip�. <br />�'� Lateral load applied 21 fat ebove mudline. M axiel comprusion loed af 25 kips is included in the wlysis. <br />�� Latcal load applied 1 foot above grouod �wfsce. An exisl oompresvon lod of 25 Ifipa is included in the aostyais. <br />t� Latual loed applied 21 Ceet abovc mudline. <br />, 5.2.2 Constructability and Pile nriving <br />The glacially consolidated material that underlies the undocumented fill and estuarine <br />, deposits at the site is anticipated to be dense to very densc. In additioq obstructions may <br />be present within the undocumented fill materials. As a result, relatively hard pile driving <br />conditions are anticipated. Hard driving conditions were encountered by the contractor <br />' that installed the concrete piles to the south of the project site (Reid Middletoq 1996). <br />Based on our interpretation of the pile driving records, we estimate that these piles were <br />' <br />' 96028RF.DOC I HON6 WESiAt ASSOCIATES, TNC. <br />