THERMOPLASTIC REQUIREMENTS Sample Clauses

THERMOPLASTIC REQUIREMENTS. Unless otherwise stated, the markings shall be made of white thermoplastic compound which is hot and extruded directly onto the pavement by mechanical means with surface application of glass beads at the rate specified herein. Upon cooling to the ambient temperature, an adherent reflectorized stripe of specified thickness and width capable of resisting deformation by traffic is produced. This thermoplastic compound shall conform to American Association of State Highway and Transportation Officials (AASHTO) Designation: M 249-98. The material shall be 100% virgin stock, using no reprocessed materials. Immediate reflectance shall be supplied by dropping additional glass beads upon the marking during application at a rate of 6 lbs per 100 sq. ft. The manufacturer has the option of formulating the thermoplastic material according to its own specifications. However, the material shall meet the minimum requirements specified herein, including but not limited to composition and physical characteristics. The physical and chemical properties contained in this specification shall apply regardless of the type of formulation used. The Contractor shall furnish the Department with two 8" x 12" extruded samples of any thermoplastic material to be used pursuant to this Contract. One sample shall contain surface beads, and the other sample shall be without surface beads. The Contractor shall also furnish a laboratory report of the material. The material shall be tested in accordance with AASHTO T 250 or with the appropriate method in Federal Test Method Standard No. 141 or American Society for Testing and Materials (ASTM) designation. A maximum of six (6) random laboratory tests will be conducted during the contract term at the discretion of the Engineer. Costs for all tests shall be included in the bid price(s) submitted. The following physical specifications shall be strictly adhered to:
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