08.05.2015 Views

Streets - City of Bartlesville

Streets - City of Bartlesville

Streets - City of Bartlesville

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

2.3 LOAD ASSOCIATED DISTRESS ANALYSIS<br />

Closer examination <strong>of</strong> the surface defects as they relate to the overall pavement condition support the<br />

findings <strong>of</strong> the pavement condition survey. Load associated distresses include traffic and truck loading.<br />

Generally, load associated distresses affect the overall condition score more than non-load associated<br />

distresses such as materials and the environment. Figure 9 plots the relationship <strong>of</strong> the load associated<br />

distresses against pavement condition. The plot illustrates that at higher PCI scores, the non-load<br />

associated distresses have a higher concentration <strong>of</strong> deducts over load associated distresses. As the<br />

PCI score drops, the load associated distresses typically affect the PCI score to a higher degree. This is<br />

indicative <strong>of</strong> a network that has good pavement performance for the first half <strong>of</strong> a street’s life and then<br />

suffers from progressive structural or base failures over time. High PCI score rehabilitation selection (PCI<br />

scores above 60) should focus on pavement preservation activities such as microsurfacing and thin<br />

overlays, possibly with some localized pavement repairs and crack sealing.<br />

Figure 9 – Structural Adequacy <strong>of</strong> the Roadway Network<br />

The sum <strong>of</strong> the Load-Associated Distress deducts (LAD for short) is also used to qualify the appropriate<br />

rehabilitation strategy selection in addition to the overall pavement condition score. For example, a street<br />

that has a good PCI score (that is between 60 and 70) and is displaying relatively low load associated<br />

distress deducts would be a suitable candidate for a surface treatment in place <strong>of</strong> a thin overlay in that the<br />

PCI score is more influenced by materials issues such as transverse cracking or raveling.<br />

IMS Infrastructure Management Services <strong>Bartlesville</strong> 2012 Report Rev1 page 10

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!