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I personally like to put rather fast, if you think about it, pouring slow has less initial force on the bridge, bu
t the bridge holds the weight for a longer amount if time.

VA

I'm getting higher, but the crux of my design needs everything to be perfectly angled and pre-stressed, and i don't know if there will be any serious humidity change between my state and Nebraska, and thank you for your kind words.

For division C, I'm worried that on the way to nats its going to warp horribly

Would a 3300 efficiency bridge medal at Nats?

I actually don't know the following scores, but I do know that purely from design and joints none of the others could be over 2000.

I got first place in VA state tourney with a 2330 division C score.

For anyone that is getting over 2200~ are you using basswood for the tensions? PM me if you want to talk about dimensions of the tension pieces. I'm the only one in my school to do the building events well, so I need to brainstorm with others

Bridge weighed 8.85 g and broke at 15 kg, so the efficiency was 1690ish. Division C, it won invites by a mile so I'm worried that others may use my design