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Concrete retaining wall issue revisited
I'm still trying to make a decision regarding my concrete retaining wall.
The wall is around 40 inches high and around 35 feet long. The wall is actually made of cinder blocks and the wall is around 10 inches thick. The wall has a horizontal crack around 6 inches from the bottom of the wall. The crack extends throughout most of the wall's horizontal length. The wall above the crack has shifted outward along the length of the horizontal crack. After measuring this with a tape measure, I've determined that, at the location where it has shifted the most, it has shifted no more than an inch. The wall is leaning outward slightly as indicated via a level, but it does not appear to be leaning too much in my opinion. My opinion is that the lean is hardly noticeable unless you're looking at it carefully. Replacing the wall and replacing it with a more modern interlocking block wall (Alan Blocks) will cost around $4300 for ripping down the old wall and putting up the new wall. My thoughts are not to replace the wall yet, since it may last a few years or more before falling. If there are potentially a few or more years of life left in the wall I'd rather not rush into putting up a new one. Do you think, based on what I just described, that it sounds I'm making the right decision in waiting to replace the wall, or does it sound to you like my wall is in dire need of replacement? BTW, I had another mason look at the wall and he offered to do the following for $495: 1) repair the outer surface of the wall with concrete so that the surface is even (since some of the concrete surface has chipped off below the horizontal crack, and since there are other small cracks in the surface) and 2) paint the repaired surface with a drylock masonry paint. Also, the mason pointed out that, toward the middle of the wall, the ground is sloped toward the wall. His recommendation is that I install a drain pipe along side the wall and then put gravel on top, and then put some soil on top of that, so that the ground alongside the wall would be level and so that water will drain through the pipe. Granted, I realize this isn't ideal because the drain pipe won't be at the very bottom of the wall, but it may still help direct water away from the wall. He offered to do this for an additional $195. At this time, I'm leaning toward hiring this mason to do both jobs. Both jobs will cost a total of $690. Granted, I realize the resurfacing portion of the work won't do anything toward preventing any further shifting of the wall but could at least protect the outer surface itself from exposure to elements, and it would improve the appearance. The drain pipe portion of the work might help prevent shifting if it helps direct the water away from the wall. Do you think having any of this repair work done sounds reasonable, or would I be better off simply not having any work done until it's actually time for a new wall? Thanks. Jeff |
#2
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Concrete retaining wall issue revisited
"jeff" wrote in message .net... I'm still trying to make a decision regarding my concrete retaining wall. The wall is around 40 inches high and around 35 feet long. The wall is actually made of cinder blocks and the wall is around 10 inches thick. The (snip) As an earlier poster suggested, it depends- if replacement now is a financial strech, the logical criteria to decide how to proceed is 'will the wall cause any damage and/or trap the cars when it collapses?' If no, and if the appearance isn't too awful, just let it ride till you can afford the replacement. Every dollar you spend making the existing doomed wall pretty is a dollar you don't have to spend on the replacement. And if they dig out behind to add a drain tile, IMHO it is silly to not just replace the wall at the same time. If wall is sound below the split, and has a footer that goes back far enough to prevent tipping, maybe they can just rebuild from there up. But you are the one that has to look at it every day- only you can decide. aem sends.... |
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