Fdot Warranty Requirements

Fdot Warranty Requirements

Florida Department of Transportation D-9 warranty information and return the roadway to its original design condition within 72 hours of written notice, the engineer has the authority to have the remediation work done by other forces. Temporary mitigation measures include the use of traffic control systems such as barricades, drums or other approved devices to secure the area, including lane closures if necessary, and the construction of temporary repairs that make it safe for the road user until the defect can be returned to its original design condition. The responsible party is responsible for all costs incurred in the work performed by other forces if it is determined that the problem (remediation work) is the responsibility of the responsible party. Remediation work carried out by other forces does not change the requirements, responsibilities or obligations of the responsible party. The person in charge must carry out all renovation work to the satisfaction of the engineer. Any disputes over the appropriateness of the remediation work will be resolved by the statewide Dispute Review Board. Approval of repair work does not relieve the responsible person of any additional liability in accordance with the provisions of this specification. Notify the technician in writing before starting remediation work. Meet the requirements of the specifications when carrying out remediation work. Carry out all signage and traffic checks in accordance with the current edition of the department`s standard plans. Traffic maintenance during renovation work at no additional cost to the department. For rehabilitation work, the road closure restrictions listed in the original contract apply. Written applications for lane closure permits for judicial review or corrective action must be submitted to the engineer 48 hours prior to lane closure.

Do not block lanes until written permission from the engineer. If the remediation work requires corrective actions on overlying asphalt layers, road markings, signal loops, adjacent lanes, road debts or other affected contract work, carry out these corrective actions with similar products at no additional cost to the ministry. 338-6 Failure of the responsible party to perform. If the responsible party fails to refer a dispute to the Statewide Dispute Review Commission in a timely manner, fails to perform satisfactory corrective work, or fails to compensate the Department for corrective work performed by the Department and found to be the responsibility of the responsible party under this specification, the Department shall issue the certificate of qualification of the responsible party in accordance with Article 337. 16(d)(2) suspend, revoke or refuse. Florida bylaws, for at least 6 months or until the remediation work is satisfactorily completed (or full and full payment for remediation work performed by others in the Department), whichever is longer. If the responsible party decides to challenge the ministry`s statement of intent on suspension, revocation or refusal of qualification and to grant the ministry`s request, the responsible party`s qualification will be suspended for a further period of at least 6 months. Remediation is not a requirement of the contractor`s bond required under Section 337.18 of the Florida Statutes. Section 355 Portland Value-Added Cement Concrete Pavement Available from: fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/ implementation/specbooks/january2019/files/355-119.pdf?sfvrsn=7451013c_2 355-1 Description. Construction of a value-added Portland cement concrete pavement (concrete paving), subject to a five-year warranty period after final acceptance of the contract in accordance with 5-11.

This section applies only to new platforms, including added tracks. Submit each blend design to the engineer at least 14 days prior to installation. Perform all related work listed in this section, including continued responsibility for the performance of all road-related rehabilitation work exceeding the thresholds established in accordance with this section and of which the contractor has been informed. The work specified in this section is not paid directly, but is considered incidental to other contractual elements. 355-2 Materials and Design Requirements. Meet the requirements of the following: Portland cement concrete…….. § 346 Cement concrete pavement ……………. Article 350 Rectification of concrete paving …………………. Section 352 Florida DOT D-7 Warranty Information Potholes and sliding area(s) (8) Observation by the engineer Remove and replace distressed areas at full depth and full bandwidth along the entire length in distress plus 50 inches at each end Bleeding(9) Loss of surface structure due to excess asphalt, Single area ¥10 pc. Remove and replace the distressed area(s) at full depth and bandwidth for the entire distress length plus 50 at each end. (1) Ruts: Trace groove depth to be determined by the laser profiler in accordance with the Flexible Pavement Condition Survey Manual. For each LOT that cannot be measured with the laser profiler, the rut depth is determined manually in accordance with the Flexible Pavement Survey Manual, except that the number of readings per LOT is one every 20 feet.

For a partial batch, at least three measurements must be made at intervals not exceeding 20 feet. If the average of the manually obtained measurements exceeds 0.30 inches or if a single measurement exceeds 0.6 inches, corrective action is required.

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