A visit to where it starts: fabricating steel at High Steel Structures
It is easy for me to see the weekly progress with growing of the bridge -
this is what everyone sees. But where did the pieces come from?
Where are the unsung
heros that build the tinker-toys that the bridge builders use to erect a
bridge? It is
difficult to look behind the scenes, but the Internet is changing that.
Bill Mankin of
High Steel Structures, Inc
found my early photos and sent me email - encouraging me to continue. As
Bill said - we make the pieces but rarely do we see the finished product.
So here is a story about one of the behind-the-scenes players in the
building of the new Cooper River Bridge .
It all starts at a nearby steel mill where huge sheets of flat steel are
made (my next project: visit a steel mill and learn about making steel)
and delivered to the yards of High Steel Structures with fabrication facilities
in Williamsport and Lancaster (and probably other places I don't know about).
triple anchor edge girders specifically were fabricated in Williamsport
Welcome to High Steel
Bill Mankin is the Chief Fabrication Planner for Lancaster based
High Steel Structures.
Bill has spent many years working for High Steel and
currently is responsible for the review of complex fabrication and writing/reviewing complex fabrication procedures with the shop personnel.
What this really means
is that he is an ace problem solver. He receives engineering drawings and
sometimes detailed drawings - all two dimensional representations of a
three dimensional structure. From these he has to figure out how to convert 2d
line drawings into 3d bridge parts. Part of this is from experience and
his computer guys help with 3d visualization. But Bill's real genius is that
he relies on "real intelligence" and builds
3d mock-ups of parts. Only after he can visualize the 3d structures
does he turn his team loose on building the pieces.
It starts with flat steel resting here inside of "Building 2". Here
the steel is cut, pieces welded together, drilled, cleaned and eventually
painted. Watching these guys work is like watching a symphony perform.
Everyone knows what their part is and how their work fits into the overall
Here are built the finished bridge elements:
shark-fin beams (anchor beams),
floor beams, field splice plates - and so many more that I cannot remember.
Shown here are the last two anchor beams that will join the east deck with the
And here was an interesting lesson in how to make all the pieces fit
together. All the other beams are cut and drilled according to the
drawings. But the last beams require the fine touch of "reality" -
and cannot be cut and drilled until the
"real" distance between the deck and approach is precisely known.
Note the size scale - size of the men compared with the height of the
Shown here are the last two anchor beams that will join the east approach
with the east deck - waiting to be cut, drilled, shipped and erected
sometime in late November or early December.
On the left is a beam being fed into the mouth of a blaster
that cleans the beams by blasting them with small metal pellets.
What is the size scale of these bridge pieces? One way to answer this
question is to know how much each beam weights? Check out the documentation.
Here, about 22 tons/beam.
An example of portable documentation on the splice plate
Here are fins waiting for the ride to Charleston
and floor beams also waiting for their turn for a ride. Ever think
about hauling these beams down an interstate highway and negotiating
off ramp turns - for example the I95-I26 intersection? Gives new meaning to
driving skill. Note the splice plates on the ends - to be sandwiched between
splice jaws on the anchor beams (above). Now think about the crane operators
that lift the floor beams into position and then slide the spice plate into
the receiving splice place on the anchor beams - and doing both sides of the
beam at the same time?
Here is a detail that I missed while on the bridge deck. Note (right) that
the anchors are bent in the direction of the floor beam splice plates (the
plat below the anchor with holed for receiving the floor beams). Each pair
of anchors is bent to align the cable with its termination point on the
main pylon. The right photo shows a pair of floor beams with baffles on one
And to keep the High Steel guys off the streets at night - here are
girders for to another bridge. Here, bridge sections are erected in
order to correctly size the bolt holes. The holes are predrilled and
undersized. Only after the sections are joined and aligned with drift pins
are the holes drilled to the correct size.