Laserfiche WebLink
the bituminous materials as they are applied. Do not lay the bituminous materials <br />unless they are the proper temperature. <br />3.2 TACK <br />A. If required, a tack coat shall be applied per Section 02741 of these Specifications. <br />3.3 PLACEMENT OF ASPHALTIC CONCRETE <br />A. Asphaltic concrete mix shall be placed in accordance with FDOT specifications <br />Sections 320 and 330, with the following exceptions: <br />1. Substitute "Resident Project Representative" for Engineer. <br />2. Delete all phrases such as "when directed by the Engineer" that <br />implicitly or explicitly indicate that the Engineer or Resident Project <br />Representative shall have authority to supervise or direct performance <br />of the work or authority to undertake responsibility contrary to the <br />provisions of paragraph 9.10 of the "Standard General Conditions of <br />the Construction Contract Section 00700". <br />Be Unless otherwise approved by the Engineer, the Contractor shall saw -cut edges of <br />existing pavement where (a) existing pavement is to be removed, and (b) new <br />pavement is to be placed against existing pavement. <br />3.4 FINISHED CROSS SECTION <br />A. The finished surface shall not vary from the approved section on the Plans by more <br />than 1/4 inch from a 10 foot straight edge applied both parallel and perpendicular to <br />the centerline of the pavement. The parallel measurement shall not be required if <br />the road centerline is sloped to the grades shown on the Plans. The parallel <br />measurement will be required only on flat (zero slope) grades. Areas with improper <br />cross sections shall be corrected to the proper cross section as specified herein. <br />3.5 PAVEMENT THICKNESS <br />A. All new pavement shall be 2 Y2" thick asphalt Concrete type S-1 <br />Be To achieve finished grades, the Contractor shall apply 1" thick asphalt Concrete <br />type S-1 over existing pavement. <br />C. The finished pavement thickness shall vary by no more than plus or minus 1/4 inch <br />from the thickness called for on the Plans. Corrections of deficiencies in pavement <br />thicknesses shall be in strict accordance with the above FDOT Specifications. <br />02520-2 02520 — Asphaltic Concrete... <br />