Laserfiche WebLink
Division 2 - Technical Provisions, IRC -1707 <br />Roadway Design Standard Index No. 505, Embankment Utilization Details is modified by the <br />addition of the following: <br />Any stratum or stockpile or soil which contains obvious pockets of highly organic material <br />may be designated as muck or unsuitable for construction of subgrade by the Owner. <br />Backfill material containing more than 2.0% by weight of organic material, as determined by <br />FM 1-T 267 and by averaging the test results for three randomly selected samples from each <br />stratum or stockpile of a particular material, shall not be used in construction of the <br />reinforced volume. If an individual test value of the three samples exceeds 3.0%, the stratum <br />or stockpile will not be suitable for construction of 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. 0120 1— Regular Excavation - Per Lump Sum <br />Bid Item No. 0120 6 — Embankment - Per Lump Sum <br />SECTION 160 —STABILIZING <br />The work specified in this item shall conform to Section 160 of the Florida Department of <br />Transportation Standard Specifications for Road and Bridge Construction. <br />Item of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item No. 0160 4 — Type B Stabilization (12" Subgrade, LBR 40, Minimum) — Per Square Yard <br />SECTION 285 - OPTIONAL BASE COURSE <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. Only one <br />type of alternate base material shall be used. No additional payment will be made for base <br />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. 0285711— Optional Base, Base Group 11 (12" Cemented Coquina) — Per Square Yard <br />Division 2 — Technical Provisions - 01025-17 <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1707 Indian River Blvd Merrill Barber Bridge to 53rd St Resurfacing (SCOP)\t-Admin\Bid Documents\Bid Documents\DIV <br />2 TECHNICAL PROVISIONS - IRC-1707.docx <br />