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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 — Excavation , Regular ( Roadway) — Per Cubic Yard Bid Item No . 120-5 — Excavation , Channel (Lake) — Per Cubic Yard Bid Item No . 120-6 an Embankment (Compacted in Place) - Per Cubic Yard Bid Item No . 121 -7 — Flowable Fill — Per Cubic Yard SECTION - 160 as STABILIZATION The work specified in this item shall conform to Section 160 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . A . Sub Article 160-5 . 1 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 an No under-tolerance . Be Payment, shall be made under: Bid Item No . 1604 an Type B Stabilization LBR 40 ( 12") - Per Square Yard SECTION some 285 - CEMENTED COQUINA SHELL BASE The work specified in this item shall conform to Section 285 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . A . Sub Article 2854 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 . Be Payment shall be made under: Bid Item No . 285-706 — Cemented Coquina Shell Base Group 6 (8 ") Two Lifts Per Square Yard Bid Item No . 285-709 — Cemented Coquina Shell Base Group 9 ( 10") Two Lifts - Per Square Yard 01025=23 Technical Specifications FAIDublic WorksIENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)Wdmim\Bid Documents\Technical