sr-012351-6hTELEPHONE:. ___...._ _.__
GEORGE F. SMITH
STRUCTURAL ENGINEER
3806HEYERLY BOULEVARD
LOS ANGELES 4, CA LIFORNtA
January 1891851
Mr.Omer H.Brodie
City of Santa Monica
Engineering Dept.®
City Ha11
Santa Monica9 Calif®
t ~~
SubjectaLoad LiYfiit Calculations
Municipal Pier
Dear i~ir.Brodie:
Transmitted herec~rith is a copy of your set
of calculations on the above subject. I have signed
them as being correct to the best of my knoti,•ledge
and in conformance with "Standard:Specifications
for Highway Bridges" as adopted by the America r:
Association of State Highway Officials, 1848.
The field inspection that ycu and I made on
January 1091951 provided information that enabled
me to verify the data contained in your calculations.
I would like to mention here also that several of
the wood stringers should be replaced because of
structural deficiencies. G'arious other minor
structural repairs as menticned by yourself are
essential to support the result contained in your
calculations,
After the said repairs are made9 I recommend
that the trucit loads be restricted to a maximum
load of 6.60 tons gross iaeight.
GFS/sc
Enels:Caiculations
statement.
Yours very truly
--
Geor e F,Smith
Structural Engineer
x`5336