two vertical construction joints). It has been informed by M/s Hyundai-Gammon JV vide their letter HN-1656 dated 1st September, 2009 (Annexure L-18, page 3) that M/s SYSTRA, the designer of the main bridge including lateral spans, were aware of this. In fact, Mr. J. Mirailles of M/s SYSTRA had visited the site in the month of July 2009 and stayed there for a couple of weeks to inspect the ongoing construction. The construction of lateral span P3- P4 in parts was being carried out at that time…” “5.3.5 The query of the Committee regarding position of M/s LBG-COWI in respect of applicability of Clauses of AASHTO relating to “Segmentally Constructed Bridges” to the design of lateral span P3-P4, was discussed with Mr. Nielsen of M/s COWI on 23rd June, 2010. Mr. Nielsen mentioned that as per his understanding, it was a case of segmental construction. […]” (emphasis supplied) 20.2 The Committee noted that the point at which the cable was going to be suspended with the pylon was crucial. It