FlagDUDE08
Banned
Re: Rep Retirement Lodge 136: Again?
Hokymom's still using it.
where's the pole?
Hokymom's still using it.
where's the pole?
On the main stage...where's the pole?
Ya but when you design the road wouldnt you account for the amount of thermal stresses, you have a pretty good idea of what range of temperatures you need to withstand?
I would guess you see the pavement buckling on older roads, that have been repaired, so there is extra material in the roadway, filling cracks, etc. that weren't considered during the original design, because they simply weren't there.
I would guess you see the pavement buckling on older roads, that have been repaired, so there is extra material in the roadway, filling cracks, etc. that weren't considered during the original design, because they simply weren't there.
Pavement type selection processes are used by pavement authorities such as state highway agencies to identify the most beneficial type of pavement structure for a given set of traffic, soils, climate, and other factors. They may be as simplistic as specifying a certain type of pavement on the basis of traffic level, or they may be as complicated as assigning weighting factors to more than a dozen characteristics and evaluating the outcome through a scoring system.
Freeways have to be repaired tooThis was on the freeway
Also, the mix of an asphalt is based on the local historical weather. If the weather were to say hit extremes, the mix can fail.
where's the safety factor?
I still say I could do a civils job
No kidding. I make a post about boobs, and they want to talk concrete and asphalt.
No kidding. I make a post about boobs, and they want to talk concrete and asphalt.
Flashy did a pretty good job of explaining it. The company I work for does QC/QA testing in Illinois on highway construction, and we also create the mix designs that some contractors use.
Many reasons why roads (including 18"+ thick PCC (Concrete) highways) fail include improper installation, poor maintenance, failing subgrade, poor materials used, etc. Concrete poured and set is going to have different strengths when done at 70deg versus 90deg temps.
Regarding cracks, dirt and sand isn't the problem. Water (or other liquids) that can get into cracks wreak havoc during freeze thaw cycles. Crappy material (best stone should be jagged) also contributes to quicker failure. Improper compaction (for HMA (Asphalt)) ie: too compacted or not enough also will cause failure. Soil conditions under the road can also degrade the strength of the highway
Next question to answer: how does it happen? QA can only monitor so much due to funding issues and some contractors will fudge the numbers to get what they want. If QA samples compare with QC, it's very tough for the State (or local highway agency) to prove contractor fraud.
By the way... Mmmmmm boobs.