Laserfiche WebLink
SECTION 02510 <br /> WALKWAYS <br /> PART 1 - GENERAL <br /> 1.01 WORK INCLUDED <br /> A. Furnish all labor, materials and equipment necessary to complete all walkways <br /> and related items shown in the drawings and specified herein. <br /> 1.02 REFERENCES <br /> A. All materials and methods of construction shall conform to the requirements of <br /> the "Florida Department of Transportation, Standard Specifications for Road and <br /> Bridge Construction". <br /> 1.03 SUBMITTALS <br /> A. Submit to the Engineer, as provided in the General Conditions, shop drawings <br /> showing dimensions and layouts of sidewalks and reinforcement for concrete <br /> work. <br /> PART 2 - PRODUCTS <br /> 2.01 MATERIALS <br /> A. Concrete Materials: <br /> 1. Concrete for work under this section shall be no less than 2500 psi at 28 <br /> days. <br /> 2. Reinforcing bars shall be deformed type bars conforming to AASHTO <br /> M31 Grade 40 or 60. All reinforcing steel shall be shop fabricated, of <br /> size, cross-section and arrangement as described on approved shop <br /> drawings. <br /> 3. Welded wire fabric shall be as shown on the drawings and shall conform <br /> to all requirements of AASHTO M55. <br /> 4. Expansion joint material shall be 1/2 inch or 3/4 inch thickness where <br /> shown, bituminous type meeting AASHTO spec. M-213-65. <br /> 5. Joint sealant shall be hot poured rubber confirming to Fed. Spec. <br /> SS-S-164. <br /> B. Base Course Material: <br /> 1. Base course material shall be graded aggregate conforming to the FDOT. <br /> PART 3 - EXECUTION <br /> 08/12 02510-1 11-4179 <br />