Well.. I didn't know either. The week before I went back to Seattle I thought we were going out to see the bridges to take some pictures for the proposal, not to take pictures of us. It was kinda both.
Don't worry, I won't let it go to my head since I was really just the token female engineer, although Chuck said it was cuz we were shooting at one of the bridges I designed.
Its true I am pretty awesome... except when I totally mess up my first steel bridge and am currently changing all the bracing... um, never mind.
Here we are, discussing the bridge.
Arvid: "These aren't even Jacobs plans, let alone the plans of this bridge."
Melanie: "I feel very silly standing around while Arvid points at these drainage sheets."
Melanie: "I really should have worn a different outfit."
Chuck: "No, look at the sheets on the barrier by you."
Melanie: "Does this vest make me look fat?"
Arvid: "No"
Melanie: :-(
Arvid: "Yes, you designed it. The dropped cap has a very important purpose."
Melanie: "I know it does! I'm just saying... and the bridge looks fatter on one side than the other"
Arvid: "Are those even engineering words?"
Chuck: "Come on you guys, look at the plans!"
Melanie: "Please? Can we go?! Pretty Please?"
Chuck: "I have to go pick up a dining room table for my wife so lets make it quick."
Arvid: "Humph. I'm an even tempored Norweigen so I don't care"
Arvid (from ahead): "They're right in front of you."
Chuck: "Lets hurry"
Rob (too some construction guys): "#$%^"
Melanie: "Construction Dudes have foul mouths. You sound like Angus"
Rob: "What?"
Melanie: "Nothing!"
Whoa.. hello Arvid.
Arvid: "Engineers don't smile unless they are making fun of Melanie"
Chuck: "Take one of me too!"
Chuck: "Just one more picture of this framing and then we'll go."
Arvid: "Your LOOKING at them."
Chuck: "Look at the time! We've got to go back! My wife will kill me if I don't get that dining room table"
Arvid and Chuck: "Sigh"
Rob: "Now that is perfect lighting! Now the bridge looks beautiful. Apparently all we really needed was a couple of people dressed up like engineers."
Melanie: "Now can I point? GQ baby!"
And that my friend, is an engineering photo shoot. (I wrote this late last night but forgot to post... hence the many inside jokes that only the engineers at work will get if they read this which I hope they never do)








Somebody say go! 


And a home(work)made target 
mean?
Don't explain that Melissa and Bethanie still exist at other times during the week or that the company is paying me so they get to decide or that I should be grateful to even HAVE a job. I am complaining here!
- (the Bishop) decided to change things up on me even more and take my Mia Maid advisor away. The most loving and competent Sis. Senecal.
Shore, he gave an excellent lesson on Sunday and a great spiritual thought up on the mountain, but he's not on my good side right now.
Happy carefree days of yore collecting branches, sticks, and pine cones... Will it ever be so again?
Here is AH talking to a Carpenter.
Remember that carpenter? I was excited to watch him go out onto the arch. It was around 2pm so one shift had ended and the next one hadn't started. It's too hot in Nevada to work through the middle of the day. I thought it was so cool seeing the guy all decked out and climbing those ladders, but I wasn't about to go out there even though Akiko suggested I could :-). Arvid didn't seem that interested either.
Do you see him there at the side, climbing?
AH told us they were pouring lengths of about 25 feet each side on a 6 day schedule. When they first started they were working at a 45 degree angle and everyone was new at it so the cycle was more like 25-30 days between pours. He said they kept dropping things and having a really hard time. He also told us that the thickness of the boxes (they are hollow) were 1'-6" at the arch and only 12" for the towers. Can you imagine? Seems very small for such a massive structure. AH told us wind was the governing factor in design which is one of the reasons its so small. You can imagine how strong the wind can get channeled down through the canyon.
On the Arizona side, we saw a couple of rebar cages set up and it looked like they were only using a #8 bars spaced around 12". I've specified #10's at 6" for a retaining wall before! Arvid asked about why they decided to do Cast-in-place rather than precast concrete. AH said that logistically it wouldn't work. I can't remember the details anymore and it makes me mad... I think I'll have to ask Arvid :-)
And I couldn't resist putting in this GQ picture of Arvid, even though most of u don't know him.
Look at those huge cranes in the back! They are used to take material out to the ends. Those are the things that fell a year ago and set everything back a year.
Essentially, right now the bridge is a suspension bridge, but when it is finished it will be an arch bridge. Those tall pylons have a pinned connection at the bridge (as opposed to a fixed connection). This way they can move around as work continues alternately on each side.
Akiko's husband said they try and keep things as even as possible and check the movement many times a day. That's why this is such a big job because they had to design the structure to withstand construction, not just the final loads as a finished product. For example, right now the concrete is experiencing tension from being suspended above the bridge but once it becomes a full arch it will all be under compression.
That's the whole point of arches. AH said you could hear the concrete cracking under the stress when you are out there, especially as it expands and contracts with the changing of the temperature throughout the day. These cracks will close once the "keystone" (or in this case, "key concrete section" :-) is in place.
Here is the view they will get from the bridge (well.. at one side anyways :-)
The plan is to get the arch done, then work on the roadway from the center out. The hard part will be attaching the columns to the arch.