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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. 160-4-1 - Type B Stabilization (12") - Per Square Yard <br />Item - 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. <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 12.5 — Square Yard, <br />Item No. 334-1-213 — Superpave Asphaltic Concrete- SP 9.5 — Square Yard. <br />01025-19 Technical Specifications <br />FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT <br />BID\Technical Specifications. doc <br />