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If the contractor did this and it was not the proper way in the first place, how sure are you the hole was the right diameter for the epoxy, the bolt is the right length, the correct type of epoxy was used (if this is a vertical face, then was a low viscosity/low sag epoxy used too prevent the...

Typically we just tack coat for asphalt to concrete interface (curb and gutter, concrete pads, etc.). Unless for airports, they require a routed joint (after paving) with joint sealer between the two.

Agree with Dik, it would be much safer and easier to go with a trench shield/box. Typically they are 8' tall and can vary in width and length. The reason for the 8' typical height is for transporting without an over-width permit. They are easily rented for short term and come with the...

Here is the relative sheets from the Virginia Work Area Protection Manual for your situation. The entire manual can be found and downloaded for free. https://res.cloudinary.com/engineering-com/image/upload/v1484942387/tips/VA_WAPM_TTC-22.1_psjusk.pdf

When epoxy or paint markings are applied it is usually under pressure. Even after milling/grinding the original marking is still evident as the material penetrates the asphalt. Fogging is typically applied after the removal to help protect the asphalt but this only last a couple years and the...

If the bridge is under traffic, wouldn't the carrier beam or beams be in the way? I have heard of using hydraulic jacks just in front of each bearing pad location underneath hooked to a manifold so when the pump is turned on and pressure is applied all the jacks move at the same rate and pick up...

Are the deviations ruts (wheel path) or more like pot-holes? When we do leveling courses for roads showing signs of rutting, we use a smaller aggregate mix (9.0 mm max. nominal aggregate). Thin lifts using larger aggregate mixes can have placement issues (segregation, aggregate fracturing...

Heating the "bump" and trying to flatten out is not good practice and would do nothing but cause future problems. Once the asphalt reaches a certain point with compaction, going beyond and trying to flatten out would be detrimental to the pavement. Depending on where you are in the country and...

Look into this site www.pavexpressdesign.com. This design tool will also compare flexible and rigid pavement designs.

That works, you may want add the same for the grate, some trench drains have different grate options, unless the one you specify to match only has one type of grate. When we bid, we would look at the one specified and call our suppliers to see if they have it or can give us the "approved equal"...

A couple questions. 1. By lightly loaded, is this light vehicle use for maintenance purposes or for recreational use (pedestrians and cyclist)? 2. What type of cyclist, road or off road. Road cyclist do not like chip seals, at least initially. Typically on roads, the cars will help compact...

If you will be adding a drainage system anyway, why not construct the main travelway with normal crown and for the parking areas, use a pourous asphalt. The road would drain to it and then into the drainage system.

EIT, the range for the #200 is 5-11. Our average was 12.7%.

yes D75 was specified. The plant results indicated all within the aggregate mix design (25 tests) and on the lower end of the range on the #200. The QA test was after placement and compaction (12 test), 11 of 12 test failed #200. Also, no chance to go back and take samples. This penalty has...

I had previously posted in the Civil/Environmental Forum an issue in regards to P-209 gradation after compaction. At the plant the average #200 was 6.8% and the after compaction tests were 12.5% Now the supplier of the material is disputing the penalty along with us imposed by the owner (the...

I would start with verbal to the owner to get someones attention right away. Followed up by a letter referencing your verbal conversation with details. The letter would be certified, but before sending, I would scan and e-mail an advanced copy. This letter and email would also be sent to the...

Do not use concrete for an asphalt patch. As Ron stated, you will have separation at the joints, one is flexible the other is rigid Do you know the cross section? If you have a multiple lift asphalt section I would repair the areas as follows. 1) Saw cut and remove the failed asphalt (keep it...

De-watering bags are used quite often for pumping water from sites that discharge offsite. The bags can be sized to the pump and expected volume of silt. Sometimes smaller bags are used, you just have to monitor how full they get and switch them out when they are at capacity. I have used...

You'd be surprised what you can get out a jumping jack, especially in a confined area. Do your specifications call for a specific maximum lift thickness? If there is, refer to it, if not, you do not want to get into a position to be directing a contractor on how to perform the work. If he...

Here is the spec sheet for the threaded rod I listed earlier. This was and maybe still is a reputable supplier of bridge temporary support components in the US.http://files.engineering.com/getfile.aspx?folder=81e2cb2f-6b32-449a-bd8a-10c96a107abc&file=Dayton-Richmond_Spec_Sheet.pdf