Page 5 - sfdcoronersverdict
P. 5

Detali    REPORT

                            i AAftervisiting  the  site  of the  St.          Francis     Dam  and

                  hearing  all  evidence  brought  before  us, we  submit  the

                  following     report




                 Defects     Relating     to  Dam

                            The  destruction  of  this  dam  was caused  wholly·  or  in

                  part  by  the  failure  of  the  rock formations  upon  which  it was

                  built  and  not by  any  error         in  the  design  of  section        of  the

                  dam  i itself or  defect  in  the  materials           of  which the  dam  was

                  constructed.  The  gravity  section accorded with standard

                  practice  and  would  have  produced a  safe  structure if  it had

                  been  built  upon  hard, impervious            rock  as  was     supposed  to  be

                  the  case  by  those  who  built  it.

                             On  account  of  the  great  destruction            wrought by  the

                  disaster  and  the  absence  of  living  eyewitnesses,                much

                  important  evidence  bearing  on  the  cause  of  failure  was

                  obliterated, making  it  impossible  to  determine, with  anything

                  approaching  complete  accuracy,             the  exact  cause  of  the  initial

                  break  and  the  sequence  of  events  thereafter.

                             However, there  remains  a large  amount  of  very  con-

                  vincing  evidence  of  a  number  of  vital  weaknesses  in  the  bed-

                  rock  and  in  the  design  with  reference  to  its  adaptability  to

                  a  weak  bedrock, any  one  of  several  of  which  weaknesses  may

                  have  been  the  primary  cause  of  the  failure,  and  all  did  con-

                  tribute  to  the  terrific  destruction  wrought               by  the  collapse.

                             The  dam  was  in  a  defective  condition  due  to  the

                  following·

                  1st,       The  dam  was  built  upon  two  formations  meeting  at  a

                  fault  contact  which  naturally  caused  a  line  of  weakness  across

                  the  axis  of  the  dam

                  2nd        The  schist  upon  which  about  two-thirds  of  the  mass  of

                  the  main  dam  rested, is  a  weak         material, badly  shattered, very

                  susceptible  to  seepage  of  water, and  to  slippage  along  the

                 planes  of  cleavage,





                                                          -5-
   1   2   3   4   5   6   7   8   9   10