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I I I I I I I I I I I I I I I I I I I TABLE 338-1 Category 1 Condition Survey Threshold Values fo o Type of Survey Each LOT (0.1 Mile) Remedial Work per Lane. (1) Rutting: Rut depth to be determined by Laser Profiler in accordance with the Flexible Pavement Condition Survey Handbook. For any LOT that cannot be surveyed by Laser Profiler, rut depth to be determined manually in accordance with the Flexible Pavement Condition Survey Handbook, except the number of readings per LOT will be one every 50 eet (Minimum of three measurements), using a 0.30 inch threshold value. (21 Remedial Work for Rutting: The Contractor may propose removal and replacement of less than the full depth of all layers by preparation and submittal of a signed and sealed engineering analysis report, demonstrating the actual extent of the distressed area(s). Remedial work must be performed in accordance with Table 338-1 unless the Engineer approves the proposal. (31 Ride: Ride Number (RN) to be established by Laser Profiler in accordance with FM 5-549. As a condition of project final acceptance in accordance with 5-11, correct all deficiencies in accordance with acceptance criteria for pavement smoothness in accordance with 330- 12.6. 141 Cracking: Beginning and ending of 1/8 inch cracking will be determined as the average of three measurements taken at one foot intervals. The longitudinal construction joint at he lane line will not be considered as a crack. (51 Remedial Work for Cracking: The Contractor may propose removal and replacement of less than the full depth of all layers by preparation and submittal of a signed and sealed engineering analysis report, demonstrating the actual extent of the distressed area(s). Remedial work must be performed in accordance with Table 338-1 unless the Engineer approves the proposal. (61 Raveling, Delamination, Pot holes, Slippage: As defined and determined by the Enginee in accordance with the examples displayed at the following URL: www.dot.state.fl.us/specificationsoffice/pavement.htm (7) Patched Areas: At the time of final survey, patched areas must be performing to the satisfaction of the Engineer. If the Engineer determines patched areas are not performing satisfactorily, remove and replace the distressed area(s) to the full distressed depth, and to a minimum surface area of 150% of each distressed area. (8) Bleeding: Bleeding to be determined as defined and determined by the Engineer in accordance with the examples displayed at the following URL: www.dot.state.fl.us/specificationsoffice/pavement.htm Type Distress 338-5.3 Category 2 Pavement: For purposes of this Specification, "Category 2 Pavement" is defined as mainline roadways, access roads and frontage roads with a design speed less than 50 mph; parking areas; rest areas; weigh stations; and agricultural inspection stations. Threshold values and associated remedial work for Category 2 Value Added Asphalt Pavement are specified in Table 338-2. TABLE 338-2 Category 2 Condition Survey March 2007 01 000-84 03-4122.0