[RP TownTalk] Question on street repair for the list readers
bob smith
sfmc68 at verizon.net
Wed Feb 29 22:36:26 UTC 2012
Alan,
thank you very much, and thank you to public works.
I am familiar with the standards cited. I am surprised it is about
10 years! wow, time files!
I am surprised at the information below, I had a suspicion it was
more traffic than planned (new buses and more trucks than
expected) rather than construction methods.
Thanks!!
bob smith
Alan K. Thompson wrote:
> Hi Bob,
>
> I asked Public Works Director Addison to provide me with an answer to
> your questions, and also to answer a question of mine - are the
> street(s) you mention wearing more than is expected given the time the
> were repaved? I've pasted his answer in below (quick summary: several
> AASHTO and ASTM standards, and the street is wearing more than it
> should be, but probably not because of improper construction/repaving).
>
> Please let me know if you need more detail about the standards.
>
> Alan
> (Ward 2 Town Council Rep & Public Works Committee Member)
>
> Prince George’s County uses Maryland State Highways
> Administration’s (MSHA) standards and specifications (which
> includes AASHTO and ASTM) for roadway construction and/or
> replacement.
> The street in question was last resurfaced in 2002 therefore it’s
> not uncommon that the roadway (a high traffic volume street) would
> be showing signs of stress.
> The street is experiencing surface wear known as pavement rutting,
> which is caused for one of three reasons:
>
> * Insufficient compaction of hot mix asphalt (HMA) when it was
> initially installed and the HMA pavement continue to densify
> from heavy traffic loads,
>
> * Improper mix design or manufacture (e.g., excessively high
> asphalt content, excessive mineral filler, insufficient amount
> of angular aggregate particles) or
>
> * Subgrading rutting (sub-base failure)
>
>
> Considering how long it has been since we have made major repairs
> to this section of street I believe what we are experiencing are
> signs of base failure. To correct the problem we may have to
> excavate down to the subbase, repair any problems found there,
> then install the asphalt cross-section (compacting in lifts per
> MSHA standards).
> Is it possible that the contractor did not properly installed the
> roadway or the roadway was not designed properly? It is possible,
> however if that was the case we would have experienced the
> previously mentioned problems a lot sooner.
>
>
> On Mon, Feb 27, 2012 at 4:44 AM, bob smith <sfmc68 at verizon.net
> <mailto:sfmc68 at verizon.net>> wrote:
>
> Bear with me please, I am questions for a specific reason
> Does anyone on this list know the actual standards used to
> reconstruct the town streets?
>
> Please do not tell me to look at such and such source of
> information.
> A number of streets were reconstructed a couple of years ago.
>
> If you look closely, especially during rain storms, you will perhaps
> notice some ruts beginning to appear on SOME of the streets
> especially Riverdale Road. One simple example is Riverdale and
> Taylor, East bound at the stop sign.
>
> There is a standard used for calculating the requirements for
> streets and it is based on traffic load. One term used is ESAL,
> or Equivalent Single Axle Load. Cars represent a much lighter
> weight/mass load on the road than buses, trucks, multi axle
> trucks, even fire trucks.
>
> I am interested in learning if anyone on this list does actually
> know the standard used.
>
> thank you/
> bob smith
>
> --
> We'll see said the zen master
>
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--
We'll see said the zen master
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