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Division 2 - Technical Provisions, IRG-1638 after the first paragraph of Subarticle 120-7.2: 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 embarkment. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 0120 1— Regular Excavation - Per Cubic Yard Bid Item No. 0120 6 — Embankment - Per Cubic Yard SECTION 160 - STABILZING The work specified in this item shall conform to Section 160 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. Payment for the work specified in this item shall be made under: Bid Item No. 0160 4 — Stabilization Type B — Per Square Yard SECTION 286 - TURNOUT CONSTRUCTION The work specified in this item shall conform, to Section 286 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. 0286 1- Turnout Construction/ Driveway Base - Optional Materials - Per Square Yard Division 2 —Technical Provisions - 01025-17 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\163E 6th Avenue US -1 bo21st Street Resurfacing (SCOP)\1-Admin\Bids\Bid Documents\DIV 2_TECHNICAL PROVISIONS - 20201002.docx