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<br />2 <br /> <br />slab. The slabs are moving up and down dramatically in some <br />cases (inaudible) frost heaves (inaudible) underneath. Uniquely <br />enough, particularly at the curb at Long Lake Road and Transit <br />we find the road is even being moved around sideways as trucks <br />go around the turn (inaudible) a bit to the outside everj time a <br />truck goes by in the spring time. There are numerous places, <br />particularly on Long Lake Road, of rather extensive deterioration <br />of the roadway. There are large cracks in the slabs. Attempts <br />have been made to put asphalt overlays on them to make a smoother <br />ride. The railroad at both ends of the project have extreme <br />problems at crossings at various times. The road goes up and <br />down while the railroad crossing stays pretty still. It <br />causes severe bumps. There's a number of cracks in the slabs - <br />a number of deformations in the slabs. <br /> <br />To try and determine what the best approach would be to <br />deal with this situation, the consulting firm did extensive <br />(inaudible), as we said, of how the roadway reacts. It also did <br />some (inaudible) and it went through a series of reviews as to <br />what might be done. They looked at everything from putting a <br />bituminous overlay on it, which was one approach. However, we <br />feel it would be a short time before all the cracks in the pave- <br />ment would reflect through the bituminous. They looked at <br />putting a concrete overlay over the concrete. We came to the <br />conclusion that would also not be a very fruitful alternative, <br />plus the fact that it would be building the road up in some <br />cases so the driveways would not meet and it would jeopardize <br />some of the drainage in the road. <br /> <br />They looked at the possibility of replacing this on a <br />square by square basis of concrete where if there was one that <br />looked good and one that looked bad, we would only take out the <br />bad one. You get some extreme costs because it's almost hand <br />work and it was beginning to approach the cost of redoing the <br />entire street. <br /> <br />We then looked at how the street might be redone if it were <br />to be dug up and replaced since we couldn't find a good economical <br />way to do a half-way job. They looked at the possibility of <br />putting in a concrete pavement, again as it is essentially today <br />shown in blue, with aggregate underneath it and some (inaudible) <br />under that which probably should be shaded, but aggregate under <br />the concrete that (inaudible). They looked at the possibility of <br />putting a full depth asphalt (inaudible) and they looked at the <br />possibility of putting an asphalt wearing, that is, seven inches <br />of asphalt plus aggregate under that to carry the load (inaudible) <br />in this area. The costs of doing all three of these are not <br />markedly different. They're all in the same general range. <br /> <br />It was our determination that we would have a better oppor- <br />tunity to take care of maintenance problems in the future, should <br />they occur, if a bituminous roadway were selected because it's <br />easier to work on an isolated problem of bituminous than a <br />continuous mat of concrete, so we opted for the asphalt. <br />