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t <br /> D. Embankment- General Requirements for Embankment Materials: The following is <br /> added after the first paragraph of Subarticle 120-7.2: <br /> Roadway Design Standard Index No. 505, Embankment Utilization Details is modified I <br /> by the addition of the following: <br /> Any stratum or stockpile or soil which contains obvious pockets of highly organic <br /> material may be designated as muck or unsuitable for construction of subgrade by the <br /> Owner. <br /> Backfill material containing more than 2.0% by weight of organic material, as <br /> determined by FM 1-T 267 and by averaging the test results for three randomly <br /> selected samples from each stratum or stockpile of a particular material, shall not be <br /> used in construction of the reinforced volume. If an individual test value of the three <br /> samples exceeds 3.0%, the stratum or stockpile will not be suitable for construction of <br /> the reinforced volume. <br /> No A-8 material permitted in embankment. <br /> Item of Payment: <br /> Payment for the work specified in this item shall be made under: <br /> Bid Item No. 120-MAINT— Excavation & Embankment (Regrading of existing <br /> swale) — Per Linear Foot <br /> Bid Item No. 120-1 — Excavation of Existing Asphalt and Base— Per Square Yard <br /> SECTION 285 - OPTIONAL BASE COURSE <br /> The work specified in this item shall conform to Section 285 of the Florida Department of <br /> Transportation Standard Specifications for Road and Bridge Construction with the following <br /> modifications. <br /> A. Sub Article 285-4 is modified by the addition of the following: <br /> Base material, thickness and requirements are described in the construction plans. <br /> Only one type of alternate base material shall be used. No additional payment will be <br /> made for base thickness in excess of the specified thickness <br /> Item of Payment: <br /> Payment for the work specified in this item shall be made under: <br /> Bid Item No. 285-706 — Optional Base, Group 06 (8" Limerock) LBR 100 - <br /> Per Square Yard <br /> 01025-25 Technical Specifications <br /> FAPublic Works\ENGINEERING DIVISION PROJECTS\1619 Round Island Facility Paving\1-Admin\bid documentsWaster Contract <br /> Documents\Technical Specifications.doc <br /> t <br /> i <br />