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1 e w <br /> ,. e ell <br /> x a <br /> -1 Ileele b r� <„ <br /> III sa. ; I 1 "4z 11 1, " <br /> threshold values determined in accordance with this Section and as to which notice was provided <br /> to the Contractor. <br /> The work specified in this Section will not be paid for directly, but will be considered as <br /> incidental to other Contract items . <br /> SECTION 3554 (Pages 368 - 370) is deleted and the following substituted : <br /> 3554 Pavement Evaluation and Remedial Work. <br /> 3554 . 1 General : The Department ' s Pavement Condition Survey Program along with <br /> ell e <br /> observations by the Engineer will be used as the basis for determining the extent and the <br /> magnitude of the pavement distresses occurring on the project. In the event the level of distress <br /> exceeds any of the threshold values defined below, remedial work as described in 355 - 5 by the <br /> Contractor will be required. <br /> The Department will monitor the pavement for distresses and may require <br /> remedial action at any time . The Department may conduct a Pavement Condition Survey of the <br /> value added pavement following the final acceptance of the project, and at intermediate times <br /> throughout the warranty period with findings provided when considered by the Department to be <br /> the obligation of the Contractor. <br /> The final survey, if determined by the Engineer to be necessary, will be conducted <br /> before the end of the warranty period with results provided to the Contractor for those conditions <br /> exceeding contract threshold values requiring remedial action that the Department believes to be <br /> an obligation of the Contractor. The Department will be responsible for all costs associated with <br /> the surveys . <br /> If the survey findings , intermediate or final, are to be disputed by the Contractor, <br /> written Of must be provided to the Engineer within 30 calendar days of the date of <br /> receipt of the information from the Department. <br /> During the warranty period, the Contractor may monitor the pavement using <br /> nondestructive methods and may participate with the Department in the Pavement Condition <br /> Surveys upon request. Do not conduct any coring, milling or other destructive methods without <br /> prior approval by the Engineer. <br /> 3554 .2 Distress Indicators : The Department will use Ride , Spalling and Cracking, as <br /> distress indicators in accordance with the Rigid Pavement Condition Survey Handbook to <br /> evaluate the Concrete Pavement. Ride Number (RN) will be established by Laser Profiler in <br /> accordance with FM 5 - 549 . For ride evaluation purposes , the project will be subdivided into lots <br /> of 0 . 1 mile per lane and partial lots which are segments that are less than 0 . 1 mile . For the <br /> purposes of threshold values and remedial work, partial lots and lots will be treated as lots . <br /> 3554 .3 Threshold Values and Remedial Work : Threshold values and associated <br /> remedial work for the Concrete Pavement are specified in Table 355 - 1ell. <br /> TABLE 3554 <br /> Concrete Pavement Threshold Values and Remedial Work <br /> Type of Distress Threshold Values Remedial Work <br /> Grind all deficient lots and <br /> Ride Ride Number < 3 . 50 partial lots in accordance with <br /> Section 352 , <br /> 430 - <br /> FPID ( S ) : 4231864 - 58 -01 <br /> re ILI — <br /> wee <br /> r rxILIILL e <br /> ILI <br /> LI <br /> ti . . .. Po . ., i ,e . . .. _ , n a . . _ s 0. , <br />