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Roadway Design Standard Index No. 505, Embankment Utilization Details is modified by the addition of the following: Any stratum or stockpile or soil which contains obvious pockets of highly organic material may be designated as muck or unsuitable for construction of subgrade by the Owner. Backfill material containing more than 2.0% by weight of organic material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material, shall not be used in construction of the reinforced volume. If an individual test value of the three samples exceeds 3.0%, the stratum or stockpile will not be suitable for construction of the reinforced volume. No A-8 material permitted in embankment. E. Payment shall be made under: Bid Item No. 120-1 — Excavation, Regular (Including Exfiltration Trench and Haul- off) - Per Cubic Yard SECTION - 283 — RECLAIMED ASPHALT PAVEMENT BASE DESCRIPTION - This work is the in-place construction of a Reclaimed Asphalt Base Course, using either reclaimed asphalt pavement (RAP) material and/or reclaimed aggregate material (RAM), and existing road base material combined with virgin aggregates and/or bituminous material. It is the intent of this contract to recycle 100% of the existing asphalt pavement and part or all of the existing base course to ensure that the completed reclaimed base course will be of a consistent material and thickness throughout. This will include, but is not limited to, all existing asphalt pavement adjacent to all concrete curbing, storm sewer inlets, manholes, sanitary sewer manholes, and all utility valve boxes. This item will include, but not be limited to moving the base material to the boxed out sections for the proposed paved shoulder, imported select material required to meet the proposed sections on the plans, grading, compaction, prime and tack coat, sawcut and removal of existing materials for driveways and side streets. CONTRACTOR QUALIFICATIONS - Bidders shall have a minimum of three years of experience in the construction of reclaimed asphalt base course. Bidders shall provide a list of five successfully completed full depth reclamation projects within the State of Florida along with contact information for the Owners of those projects, and the completion date for each project. Bidders shall also provide a list of the major equipment that will be used on this project. SUBMITTALS — Submit Mix Designs for Reclaimed Asphalt Base Course and detailed Traffic Control Plan to the County for approval prior to the start of construction. Submittals must be transmitted to the County a minimum of 3 working days prior to the start of construction. BASE COURSE DESIGN - The Contractor shall review the core data provided for the existing roadway and shall perform testing and/or coring prior to submitting a Bid to verify that the Cold Recycled Bituminous Base Course Mix Design or the Reclaimed Asphalt 01025-16 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1362-OId Dixie Hwy_Highland Dr\1-Admin\Bid Documents\Master Contract Documents\Technical Specifications.doc