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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 except seaward of Florida Department of Environmental Protection (FDEP) Coastal Construction Control Line (CCCL) which requires Beach Compatible Sand as defined by DEP (Refer to FDEP CCCL Permit Conditions). Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 0120 1 — Regular Excavation (Roadway) — Per Cubic Yard Bid Item No. 0120 6 - Embankment (Compacted in Place) - Per Cubic Yard Bid Item No. 0120 6A - Embankment (FDEP Beach Compatible Sand) - Per Cubic Yard SECTION 160 - STABILIZING A. Section 160 is modified by the addition of the following: "The stabilization thickness indicated on plans shall be considered a minimum thickness. Thickness will vary to conform to the lines, and grades shown in the plans." Minimum L.B.R. = 40 - No under -tolerance. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 0160 4 - Type B Stabilization (LBR40) (12") - Per Square Yard SECTION 162 - PREPARED SOIL LAYER A. Section 162 is modified by the addition of the following: "Prepare a 4 inch -thick layer of organic soil, at locations shown in the Plans where all disturbed areas shall be sodded." 01025-16 Technical Specifications