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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 — Regular Excavation - Per Cubic Yard Bid Item No. 120-6 — Embankment - 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. B. Payment shall be made under: Bid Item No. 160-4 - Type B Stabilization LBR40 (12") - Per Square Yard SECTION — 285 — OPTIONAL BASE COURSE A. Sub Article 285-4 is modified by the addition of the following:' Base material, thickness and requirements are described in the construction plans. Only one type of alternate base material shall be used. No additional payment will be made for base thickness in excess of the specified thickness 3. B. Payment shall be made under: Bid Item No. 285-711 —Optional Base Group 09 (10") LBR100- Per Square Yard SECTION — 327 - MILLING OF EXISTING ASPHALT PAVEMENT The work specified in this item shall conform to Section 327 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 327-70-1 Milling Existing Asphaltic Pavement - Per Square Yard 01025-16 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1719 Atlantic Blvd Parkng Area Project\1-Admin\Bid Documents\Master Contract. Documents\Technical Specifications uPDATED 5-25-2017.doc.