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Item -160 Stabilizing <br /> A. Sub Article 160-5 . 1 is modified by the addition of the following : <br /> "The stabilization thickness indicated on plans shall be considered a minimum <br /> thickness . Thickness will vary to conform to the lines , and grades shown in the <br /> plans . " Minimum L . B . R . = 40 - No under-tolerance . <br /> B . Payment shall be made under: <br /> Item No . 1604- 1 - Type B Stabilization ( 12") - Per Square Yard <br /> Item - 285 Optional Base Course <br /> A. Sub Article 2854 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 <br /> be made for base thickness in excess of the specified thickness <br /> 3 . B . Payment shall be made under: <br /> Item No . 285-707 - Optional Base Group - Per Square Yard <br /> Item - 334 Superpave Asphaltic Concrete <br /> A . Sub-article 334-8 . 1 is modified by the addition of the following : <br /> The pay adjustment will be computed by multiplying a Composite Pay Factorfor the <br /> LOT by the bid price per square yard . <br /> Sub-article 334-8 . 3 is modified by the addition of the following : <br /> The pay adjustment shall be computed by multiplying a Composite Pay Factor for <br /> the LOT by the bid price per square yard <br /> B . Payment shall be made under: <br /> Item No . 334- 1 - 113 — Superpave Asphaltic Concrete- SP 9 . 5 — Square Yard . <br /> 01025-19 Technical Specifications <br /> FAEngineering\Petition Paving\05221st Rd. from 32nd Ave. to 35th Ave\Bid Documents\Technicei Specifications.doc <br />