Quote:
Originally Posted by libtard
Completely different design. And the out riggers were part of the initial design, they just got installed later due to the old bridge being in the way. There wasn't a retrofit option
|
The addition of out riggers are also part of this design. Just look at the drawings already posted. Stop talking with such overblown authority.
There isn't a large scale bridge deck that can't have an outrigged low load extension attached. (Unless it is about to collapse.) It just requires a proper engineering solution for the attachment to accomodate the cantilever of the load. This was done on the east side of the old Port Mann to accomodate the 5th lane.
Also, the design has not changed. A few of you are misinterpreting the renderings. The H tower rendering looks like a single tower, but its not. There is a second tower, but it is located much further towards the Surrey side and doesn't register in the rendering. Remember, the bridge will be a reverse of the Port Mann in the sense that it will start high on the New West side, climb slightly over the river, and then must drop all the way down to the low elevation on the Surrey side. Again, like the Port Mann, the tower loications are not equal relative to the river width. The south tower of the Port Mann is on the ground in Surrey.
None of this is affected by the bridge still being designed. The layout and form are set; incliuding the 4 lane+side walks, AND the 6 lane+cantilevered side walks. Now the thing goes to the next level: full on stuctural design, calculation and component design of all elements from the foundations, to the piers, towers, bridge deck, cables, joints . . . everything drawn (location & sizing of main structure) and specified (calculated, material & component choices, sizing and design of all components) to the degree required for the final contracts, in order to finalize budget, schedule, subcontracts, fabricators, all permits required by all jurisdictions involved, and last - construction.