tn0312

1.  Barrel shot, showing portal bracing span 1 and spans 2 and 3 in background
2.  Three-fourths view of bridge showing truss spans 1, 2, and 3 timber approach on south end, and relation of bridge to stream an adjoining terrain
3.  Three-fourths view of span 1
4.  Three-fourths view of span 2 and 1. Showing timber deck resting on the floor stringers. Also note differences in stringer floor beam construction. In span 1, the stringers are connected to the side of the floor beams. Spans 2 and 3 the stringer bear on top of the floor beam. Also note non-continuous eye bar construction through the panel points on the bottom chord.
5.  View of stone piers
6.  View of truss support on abutment span 1
7.  View of first panel point, bottom chord. Span 1 is showing pin connection and eye bar construction around pin.
8.  Three-fourths view of bottom chord. Span 1 showing pin connected panel points and stringer connection into side of floor beam, beginning at panel point 2.
9.  View of bottom chord. Span 3 showing pin connected panel points on bottom chord and intersection of chord, diagonals and vertical members at panel points.
10.  View of stringer bearing on top of floor beam. Typical of span 2 and 3.
11.  View of top chord inclined end post panel point, span 1.
12.  View of top chord intermediate panel point, span 1.
13.  View of top chord inclined end post panel point. Typical of spans 2 and 3.
14.  View of top chord intermediated panel point. Typical of spans 2 and 3.