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From page 95... ... A P P E N D I X C Agency Warranty Specifications and Special Provisions C-1 Maine DOT (SECTION 106.9 Warranty Provisions) 106.9.1 Warranty by Contractor. Read the entire page →
From page 96... ... C-2 Performance-Based Pavement Warranty Practices will be responsible for all claims, costs, damages, losses, and expenses arising out of such work including fees and charges of engineers, consultants, attorneys, dispute resolution professionals, and court costs. Upon a final inspection satisfactory to the Department, the Department will issue a written acceptance of the remedial work. Read the entire page →
From page 97... ... Agency Warranty Specifications and Special Provisions C-3 Warranty Requirements for Hot Mix Asphalt (HMA) Top Course I Read the entire page →
From page 98... ... C-4 Performance-Based Pavement Warranty Practices D Acceptance of the Warranty Phase shall mean the acceptance of the warranty work following the date of the expiration of the warranty. Read the entire page →
From page 99... ... Agency Warranty Specifications and Special Provisions C-5 V INSPECTION The Department will inspect all warranty work within one year of placement of hot mix asphalt top course subject to these warranty provisions. Read the entire page →
From page 100... ... C-6 Performance-Based Pavement Warranty Practices The Contractor must submit faithful performance and labor and material bonds prior to the beginning of the warranty phase. The bonds shall conform to the contract requirements and shall be for the full value of the items which constitute all warranty work submitted by the Contractor. Read the entire page →
From page 101... ... Agency Warranty Specifications and Special Provisions C-7 880.04 Mix Design and Materials. Provide mix designs and materials conforming to the following minimum requirements: Meet or exceed the quality requirements of 703.05 for virgin aggregate used in the top 3.0 inches (75 mm) Read the entire page →
From page 102... ... C-8 Performance-Based Pavement Warranty Practices Devices for Streets and Highways. Obtain Department approval for the time the work will be performed. Read the entire page →
From page 103... ... Agency Warranty Specifications and Special Provisions C-9 (2) This includes all types of disintegration, including, but not limited to, mix delamination, potholes, and raveling. Read the entire page →
From page 104... ... C-10 Performance-Based Pavement Warranty Practices Submit a material quality control plan and final mix design to the District Engineer of Tests and Laboratory a minimum of two weeks before the start of production. Submit changes occurring in the mix design during production. Read the entire page →
From page 105... ... Agency Warranty Specifications and Special Provisions C-11 Ensure the edge is neat and uniform with no more than 2 inches (50 mm) of horizontal variance in any 100 feet (30 m) Read the entire page →
From page 106... ... C-12 Performance-Based Pavement Warranty Practices 881.07 Appeal Process. Findings of the DRT may be appealed. Read the entire page →
From page 107... ... Agency Warranty Specifications and Special Provisions C-13 Obtain five (5) samples from the stockpile and perform gradation testing on each sample and determine the percent passing for each sieve size listed in Table 882.04-1. Read the entire page →
From page 108... ... C-14 Performance-Based Pavement Warranty Practices B Construction. Read the entire page →
From page 109... ... Agency Warranty Specifications and Special Provisions C-15 nuisance to the public amounts of aggregate occur. If work is stopped re-calibrate the aggregate spreader and re-verify the aggregate spread rate determining a new application rate and apply cover aggregate at the new rate. Read the entire page →
From page 110... ... C-16 Performance-Based Pavement Warranty Practices The Department can obtain samples of materials at any time. Aggregate samples can be taken from sources, on-hand stockpiles or the aggregate spreader box. Read the entire page →
From page 111... ... Agency Warranty Specifications and Special Provisions C-17 4. Transverse joints have no more than 0.25 inch (6.5 mm) Read the entire page →
From page 112... ... C-18 Performance-Based Pavement Warranty Practices TABLE A The beginning point of a 100 yd (100 m) segment starts at the beginning of any individual distress type. Read the entire page →
From page 113... ... Agency Warranty Specifications and Special Provisions C-19 Supplemental Specification 884 Concrete Pavement with Warranty 884.01 General. This work consists of constructing a portland cement concrete pavement on a prepared surface according to these specifications and in reasonably close conformity with the lines, grades and typical sections shown on the plans or established by the Engineer. Read the entire page →
From page 114... ... C-20 Performance-Based Pavement Warranty Practices observation only. Any comments by the Contractor or other interested party will be recorded by the DRT. Read the entire page →
From page 115... ... Agency Warranty Specifications and Special Provisions C-21 TABLE A – WARRANTY ITEMS AND REMEDIAL ACTIONS Distress Type Threshold Level (per Segment) Remedial Action Cracking (1) Read the entire page →
From page 116... ... C-22 Performance-Based Pavement Warranty Practices Invoking a particular appendix does not obligate an Owner to use all available appendices. Only invoked appendices form part of the Contract Documents. Read the entire page →
From page 117... ... Agency Warranty Specifications and Special Provisions C-23 The laboratory designing the chip seal shall confirm the compatibility for the first application of the asphalt binder and the aggregate used in the chip seal by performing the mechanical adhesivity test as per EN12272-3 and meeting the requirements as specified in the Compatibility of Asphalt binder and Aggregate subsection. All component materials used in the chip seal design shall be representative of the material proposed by the Contractor for use on the Contract. Read the entire page →
From page 118... ... C-24 Performance-Based Pavement Warranty Practices Samples for all other materials to be used in the chip seal applications shall be provided in quantities large enough to allow confirmation of the design. 303.04.02.02 Calibration Records for Distributors and Aggregate Spreaders Prior to the start of the work of chip sealing, calibration records shall be submitted, in writing, to the Contract Administrator. Read the entire page →
From page 119... ... Agency Warranty Specifications and Special Provisions C-25 Chip sealing shall not be carried out prior to May 15th south of a line drawn through Pembroke, Magnetawan, and Pointe au Baril Station or prior to June 1st north of the line. After September 1st, written approval shall be obtained from the Contract Administrator prior to chip sealing. Read the entire page →
From page 120... ... C-26 Performance-Based Pavement Warranty Practices 303.08.03 Warranty Requirements 303.08.03.01 Warranty Period The Warranty Period shall be 24 months. 303.08.03.02 Warranty Repairs The Owner shall inform the Contractor in writing any time within the first 23 months of the Warranty Period of surface defects requiring repair. Read the entire page →
From page 121... ... Agency Warranty Specifications and Special Provisions C-27 Repair, removal, disposal, and replacement of any damaged or defective chip seal shall be at no extra cost to the Owner. TABLE 1 Chip Seal Repair Surface Defect Severity Density or Extent per 100 m of lane length Required Repair Loss of Cover Aggregate Slight Intermittent, frequent, or extensive Intermittent, frequent, or extensive Intermittent, frequent, or extensive No action required. Read the entire page →
From page 122... ... C-28 Performance-Based Pavement Warranty Practices 2. Longitudinal direction: a. Read the entire page →
From page 123... ... Agency Warranty Specifications and Special Provisions C-29 TABLE 9C-1 DISTRESS TRIGGER VALUES FOR RIGID PAVEMENTS Distress Type Allowable Severity Corrective Action * Level Extent Cracking: Corner Break Low Severity: Crack not spalled for more than 10% of the length of crack; no measurable faulting; and corner piece not broken into two or more pieces. Read the entire page →
From page 124... ... C-30 Performance-Based Pavement Warranty Practices TABLE 9C-1 DISTRESS TRIGGER VALUES FOR RIGID PAVEMENTS Distress Type Allowable Severity Corrective Action * Level Extent Popouts Small pieces of pavement >1 inch in diameter broken loose from surface. Read the entire page →
From page 125... ... Agency Warranty Specifications and Special Provisions C-31 TABLE 9C-2 DISTRESS TRIGGER VALUES FOR FLEXIBLE PAVEMENTS Distress Type Allowable Severity Corrective Action * Level Extent Cracking: Fatigue Cracking Low Severity: An area of cracks with no cracks or only a few connecting cracks; cracks not spalled or sealed; pumping not evident. Read the entire page →
From page 126... ... C-32 Performance-Based Pavement Warranty Practices TABLE 9C-2 (continued) DISTRESS TRIGGER VALUES FOR FLEXIBLE PAVEMENTS Distress Type Allowable Severity Corrective Action * Read the entire page →

From page 95...

... A P P E N D I X C Agency Warranty Specifications and Special Provisions C-1 Maine DOT (SECTION 106.9 Warranty Provisions) 106.9.1 Warranty by Contractor.