Specifications include, but are not limited to: The Contractor must provide all adequate and competent labor, equipment, tools, testing, and materials necessary to improve roadways by reconstructing and/or milling and overlaying road surfaces as specified along Annette St (R07I003) Section 33 Township 8S Range 13E Lacombe; Butterfly Ct (R04E099) Section 4 Township 8S Range 11E Mandeville; Doe Ct (R04E103) Section 1 Township 8S Range 11E Mandeville; Fox Ct (R04E102) Section 1 Township 8S Range 11E Mandeville; Joan St (R04E105) Section 1 Township 8S Range 11E Mandeville; Owl Ct (R04E104) Section 1 Township 8S Range 11E Mandeville; Racoon Ct (R04E100) Section 1 Township 8S Range 11E Mandeville; Swan Ct (R04E098) Section 1 Township 8S Range 11E Mandeville; Tortoise Dr (R04E101) Section 1 Township 8S Range 11E Mandeville; Bryan Dr (R08F014) Section 29 Township 8S Range 15E Slidell; Magnolia Dr (R08F017) Section 30 Township 8S Range 15E Slidell; Sycamore Dr (R08F016) Section 30 Township 8S Range 15E Slidell. : All labor, materials, equipment and supervision necessary to scarify, shape, and compact the existing roadbed to form a sub-base in accordance with these specifications and 2016 LA DOTD Standard Specifications for Roads and Bridges, Section 306. Existing materials shall be reclaimed into the soil (unless otherwise noted) and scarified for the full width of the roadbed to a minimum depth of 8”, shaped to the required section, and uniformly compacted to at least 95 percent of maximum dry weight density. Any damage to the scarified roadbed prior to compaction shall be corrected at no direct pay. The scarified, shaped and compacted roadbed shall have a smooth, uniform surface, free from ridges, waves, depressions or loose material. The re-compacted roadbed shall be primed in accordance with Section 505. The contractor shall protect the compacted roadbed from damage due to either public traffic or construction operation and shall maintain the roadbed in satisfactory condition at all times, including the asphalt prime coat. Any damage shall be repaired immediately by the contractor at no direct pay. The contractor shall remove and satisfactorily dispose of existing materials as required to accommodate the placement of the Portland cement concrete to avoid raising the elevation of the street at no direct pay; 1.5” Asphalt Binder Course (Level 1 Superpave With PG 67-22): All labor, materials, equipment and supervision necessary to furnish and construct one or more courses of asphaltic concrete mixture applied in conformance with LA DOTD 2016 Standard Specifications for Roads and Bridges. Subject to the specifications herein, and corresponding to the mixture selected, equipment and processes shall adhere to Section 503 in the 2016 Edition of LA Standard Specifications for Roads and Bridges. The use of a LADOTD approves material transfer vehicle (MTV) is allowed, but not required unless specified.
