Another Bridge Post

   / Another Bridge Post #1  

Alan L.

Elite Member
Joined
Apr 6, 2000
Messages
3,212
Location
Grayson County, TX
Tractor
Kubota B2710
I have a creek about 12 feet wide and pretty deep. The banks overflow once or twice a year. I want to do a bridge about 6 feet wide, something the kawasaki mule can cross, but mostly a walking bridge.


My plan had been to sink 2 large posts on each side, about 2 feet back from the bank, and build a frame to run I-beam or some other heavy timber across. The problem is, I'm afraid that when the water gets up, the water will want to wash out the dirt between the cemented posts and the creekbed itself.

When the water gets up, it doesn't seem to flow real fast, because its a very wide area that it gets into.

Anybody have any ideas?
 
   / Another Bridge Post #2  
Any way to build up a berm on each side far enough back to get some solid ground for a concrete footing and use an old steelframe wood deck railroad flatcar without the trucks for the bridge? It will be about 8' wide and if a 40' flatcar would give you plenty of solid ground on each side. If the berm and footing can be raised high enough, washout shouldn't be a problem. The "bridge" could probably handle 20 - 40 tons. The flatcars themselve can be bought for less than the cost of moving it.

This site unseen "solution" of course is from a non-engineer 1,200 miles away. But seriously, I have seen a few railroad flatcar bridges, and I was never afraid to drive on them. The stakepockets on the sides would even provide an attachment point for a guardrail of sorts. Even Ted Kennedy wouldn't be afraid to cross that (an historical, not political comment).

Joe
 
   / Another Bridge Post #3  
How deep is pretty deep?

I put 4 12" culvert pipes in and built a road over my creek. Spring thaw overruns the culverts but the road bed is clay and stones and it doesn't wash out.
 
   / Another Bridge Post #4  
I have built a bridge similar to the one you need. I used a 4' culvert, 12 loads (5X10 trailer) of rock, and dirt. I double stacked the rock on each side and filled with dirt. I put an overflow area so when the water gets close to flowing over the bridge it flows around it, about 20 feet from the bridge. It has held up good. see attachment
 

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   / Another Bridge Post #5  
i am not an engineer but would think that 2 feet would not be far enough back from the bank, the high water may wash out your pilings on either side.

i think you could go either of two ways, either drive some pilings deep and back away from the bridge, or make the bridge so you could skid it away from the stream in the spring. that is what some folks here do, each spring they just pull the bridge over the creek, and after the flood season.
 
   / Another Bridge Post #6  
Alan - I have been working on the same problem, except I need to span closer to 20' over a creek that is 8'-10' deep. My thinking is that I will move back at least 3' from the edge for a concrete footing. Then dig about 6" to 1' below grade, set a form to extend about 1' above grade, and about 2' thick, extending the width of the bridge. Then dig 2 12" holes as deep as my PHD will dig just inside each end of the form. I would either round off the ends or build the form to a point upstream and downstream to smooth the water flow. That would take 1 to 1 1/2 yards concrete per footing depending on the bridge width.
Don't know if you are interested, but last weekend I was on 121 east of Melissa when I passed Collin County Steel & Pipe. They had a prefabbed bridge setting out by their front gate. Made with Ibeams, welded square tube hand rails, and diamond plate decking. It had 4 sheets of DP decking end to end, so I guess that makes it 4' x 32'?? Looked like a pretty well built bridge that could be dropped in place. Did not take the time to stop and talk. I don't know if they make those to order or what they might cost?
 
   / Another Bridge Post #7  
You might also want to consider adding rip rap around the base
of the pier/structure. That should help prevent/minimize any
scouring of the structure that would take place with a fast moving
high water event.

Later,
Dan McCarty
 
   / Another Bridge Post #9  
I just may be reiterating old posts but has consideration been given to consult with a competent engineer.

Site conditions and maximum flows and pretty deep are all vague items to one not familiar with the site in question. What works for me may not work in your conditions.

And due to proffesional etiqite the proffesions may not help due to the unknown factor.

Egon
 
   / Another Bridge Post
  • Thread Starter
#10  
Egon, consulting an engineer just make way too much sense. Actually, I'm hoping to spend maybe $1000 on the bridge, and the engineer would eat up most of that I'm sure.
 
   / Another Bridge Post
  • Thread Starter
#11  
JJT, the creek is about 6 or 7 feet deep from the bed to the lip of the bank. Width varies from maybe 12 feet to 16 feet in places. I have picked out a spot about 12 feet wide with flat banks on both sides.

The railroad car idea sounds good, but I'm afraid would put me way over budget just getting it on the property. And, getting it to the creek through the trees would be very difficult.

Sounds like moving further back, pooring a solid footing, and use of rip rap might be the way to go. This thing is getting more expensive every day.......

Please keep the ideas coming.

Here is a picture of the creek, with our building in the background. Where I am standing is about where the bridge will go.
 

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   / Another Bridge Post #12  
OK. I'm seeing a suspension bridge. Where's wroughtn_harv?
 
   / Another Bridge Post
  • Thread Starter
#13  
</font><font color="blue" class="small">( OK. I'm seeing a suspension bridge. Where's wroughtn_harv? )</font>

There is a thought!!! I wonder if such a bridge could survive a tree trunk floating downstream? Lets see, make the posts tall, run cables across the creek, hmm...
 
   / Another Bridge Post
  • Thread Starter
#14  
txdon, thats a good looking bridge. Hard to get a perspective as to the size, although you say thats a 4-foot culvert? I can get some 8-10 granite rocks for $300 a load, that might work.

Does the water often go over the bridge? I wonder in my situation if high waters would take it out.
 
   / Another Bridge Post
  • Thread Starter
#15  
BB_TX, I drive south on 75 to work every day, so I'll check out the steal outfit. Even if what they have is too expensive I can surely get some ideas.

I have thought about building the framework out of metal, with concrete base, but would have to rent a portable welder, as the bridge location will be about 200 feet from power. Would take quite a power line to get enough electricity to the welder down there without blowing something. It would also be nice to own a welder at all, which I don't but would buy one if I thought it would be useful for this project. A portable one would be too expensive however.
 
   / Another Bridge Post #16  
The pipe & steel place is about 3 miles or so east of 75. About the time you think you have gone too far, you will get there. There is also a big new lumber yard there so you can't miss it.
If you make it out there, let me know what kind of pricing and options they have on their bridge.
 
   / Another Bridge Post #17  
If you see a two rail concrete fence that looks like wood split rail you're one driveway to far east. Central Steel is the name of the place. I don't know if it'll help you or get you thrown out on your ear but you can tell him you're a friend of Harvey Lacey. John and his wife are the owners. He's an ace.

Since your bridge is not going to be handling anything really heavy I think an arc bridge would be kewl.

I'd start by setting two posts on each side of the creek, deep, the posts. I'd put in an arc'd frame that could be covered with wood or even steel. The arc shape is stronger than a straight across would be. It would also look neat. You could also talk about going up and over instead of just across the creek.
 
   / Another Bridge Post #18  
<font color="blue"> Central Steel is the name of the place. </font>
Are we talking about the same place? Just before you get to the new dump ground? They used to advertise in the local paper as Collin County Steel & Pipe.
And concrete split rail?? /forums/images/graemlins/shocked.gif I didn't know they made such a thing. I would have never guessed it just by looking as I drive by. Sounds a lot better than the wood ones that fall apart after several years.
 
   / Another Bridge Post #19  
</font><font color="blue" class="small">( concrete split rail?? I didn't know they made such a thing )</font>

The Hidden Creek Golf Course on I-35W in Burleson has quite a bit of concrete fence that looks like wood. I don't know how old it is, but I'm not too impressed with how well it's held up.
 
   / Another Bridge Post #20  
Alan,

Here's an option for you. This bridge is on Rowlett Road, and is about 40 feet in length. Maybe you can get harv to weld one up for you. Although with the price of steel going through the roof, maybe this would blow your budget, too.
 

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