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Mr. Clyde Ellis , July 1 , 2003 , Page 4 <br /> ' � ® ❑ Kimley-Horn <br /> and Associates , Inc . <br /> ' alternative provided that the final stress across the bridge deck <br /> meets the 150 psi FDOT design requirement. The slab unit <br /> details would need to be revised in the shop drawings to show a <br /> total of 7 uniformly spaced post-tensioning ducts per slab unit . <br /> ' The shop drawing submittal would need to include 7 sets of <br /> drawings and structural calculations signed and sealed by a <br /> professional engineer registered in the State of Florida . <br /> ' Please contact me with any additional questions you may have . <br /> ' Sincerely, <br /> ED4LEY-HORN AND ASSOCIATES, INC. <br /> Brian Good, P . E . <br /> Project Manager <br /> copy: Terry B . Thompson, P .E . <br /> Bidders List <br /> File 047035008 <br /> ' GA47035008\Construction Phase\Wp\VSLOI .doc <br />