<p>Engineering Policy Subcommittee: Approved 01/09/03 Rev 02-1058 Engineering Policy Committee: Approved 03/10/03 Submitted by Construction and Materials Director’s of Operations & Project Dev.: Approved 04/15/03 Team Leader: Pat McDaniel Chief Engineer: Reviewed 10/09/03 10/08/02</p><p>Team Members and Resources</p><p>(Rationale: No method specifications. Made editorial revisions to conform to current specification writing rules.)</p><p>SECTION 1058</p><p>POLYETHYLENE SHEETING</p><p>1058.1 Scope. Thisese specifications covers polyethylene sheeting for uses in highway construction.</p><p>1058.2 Polyethylene Sheeting for Curing. Polyethylene sheeting for curing pPortland cement concrete shall be white and shall be in accordance withconform to all requirements of AASHTO M 171.</p><p>1058.3 Polyethylene Sheeting as a Bond Breaker. Polyethylene sheeting for use as a bond breaker under bridge approach slabs shall have a minimum nominal thickness of 4.0 mils (0.10 mm) and a plain surface finish. The sheeting may be natural, clear, white or color tinted with a light color., however bBlack or other dark colors shall not be used. The polyethylene sheeting shall be in accordance withconform to the requirements of either AASHTO M 171 or ASTM D 4397, except the following properties arewill not applyrequired:</p><p>(a) Reflectance requirements, AASHTO M 171 and ASTM D 4397.</p><p>(b) Moisture loss requirements, AASHTO M 171.</p><p>(c) Water vapor transmission requirements, ASTM D 4397.</p><p>(d) Luminous transmittance requirements, ASTM D 4397.</p><p>(e) Minimum net weight (mass) requirements, ASTM D 4397.</p><p>1058.4 Certification and Acceptance. The contractor shall furnish a manufacturer's certification that the material supplied is in accordance withconforms to the requirements specified.</p><p>1</p>