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<br /> TABLE 338 -2eff
<br /> Category 2 Pavements
<br /> If
<br /> Type of Distress Threshold Values Remedial Work
<br /> if 11
<br /> If
<br /> Settlement/Depression(3 ) Depth > 1 /2 inch See Table 338 - 1
<br /> 1 ) Rutting: Rut depth to be determined by Laser Profiler in accordance with the Flexible Pavement Condition Survey Handbook,
<br /> For any LOT that cannot be surveyed by the Laser Profiler, the rut depth will be determined manually in accordance with the
<br /> Flexible Pavement Condition Survey Handbook, with the exception that the number of readings per LOT will be one every 20If
<br /> 174 feet. For partial LOT, minimum of three measurements not exceeding 20 feet apart will be checked. When the average of the
<br /> measurements obtained manually exceeds 0.40 inch, or if any individual measurement exceeds 0 . 6 inch , remedial work will be
<br /> equired. .
<br /> Ia) If pavement has an open graded friction courseIf
<br /> , remove and replace 2 . 0 inches .
<br /> eo2) Surface Deterioration : As used in Table 33 &2 , Surface Deterioration includes Raveling and/or Delamination affecting the
<br /> Friction Course; Pot holes; Slippage Area(s) ; and Bleeding; all as defined and footnoted in Table 338. 1 .
<br /> ; (3 )Settlement/Depression: De th of the settlement/depression to be detennined by a 6 foot manual straightedge
<br /> 338-5 .4 Category 3 Pavement : For purposes of this Specification, "Category 3
<br /> Pavement" is defined as bicycle paths, walking paths , median crossovers , shoulders and other
<br /> areas as determined by the Engineer.
<br /> Threshold values and associated remedial work for Category 3 Value Added
<br /> Asphalt Pavement are specified in Table 338 -3 .
<br /> fee 11
<br /> TABLE 338 - 3Ile
<br /> Category 3 Pavements
<br /> Type of Distress Threshold Remedial Work
<br /> Values
<br /> Rutting N/A N/A
<br /> Cumulative
<br /> length of
<br /> IL
<br /> Cracking cracking > 500 See Table 3384
<br /> feet for Cracks
<br /> > 1 /8 inch
<br /> Surface Deterioration � 1 ) See Table 338 - See Table 3384
<br /> Settlement/Depression(2) Depth > 1 /2 See Table 3384
<br /> inch
<br /> 1 ) Surface Deterioration : As used in Table 338 .3 , Surface Deterioration includes Raveling and/or
<br /> elamination affecting the Friction Course; Pot holes; Slippage Area(s) ; and Bleeding; all as defined and
<br /> footnoted in Table 33 & 1 .
<br /> 2) Settlement/Depression : Depth of the settlement/depression to be determined by a 6 foot manual
<br /> straightedgefie
<br /> IL
<br /> 338-5 .5 Remedial Work : The Responsible Party will perform all necessary remedial
<br /> work described within this Section at no cost to the Department. If the pavement distresses
<br /> Ile
<br /> exceed threshold values and it is determined that the cause of the distress is due to the
<br /> embankment, subgrade , base or other activities performed by the Contractor, the ResponsibleIf
<br /> Party will be responsible for performing all remedial work associated with the pavement distress . If
<br /> Should an impasse develop in any regard as to the need for remedial work or the extent required,
<br /> the Statewide Disputes Review Board will render a final decision by majority vote .
<br /> 11 L Il
<br /> 414 -
<br /> FPID ( S ) : 423186 - 1 - 58 - 01
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