Pavement Markings. 34 Pavement marking layout must comply with the ADOT Signing and Marking Standard Drawings.
Pavement Markings. Pavement markings will be measured as specified in Section 150.
Pavement Markings. A. All Traffic Striping for Forty-Five (45) Days or Less (≤45 Days) B. All Temporary Striping Beyond Forty-Five (45) days (>45 Days) C. All Temporary Traffic Striping on Final Surface
Pavement Markings. A. General
Pavement Markings. Are used to convey messages to roadway users. They indicate what part of the road to use, provide information about conditions ahead, and indicate where passing is allowed. Symbols are used to indicate permitted lane usage. They are also used to alert users of potentially hazardous conditions ahead. Standards for the design and application of pavement markings can be found in the Manual on Uniform Traffic Control Devices (MUTCD).
Pavement Markings. Pavement Markings shall conform to the requirements of Section 246 of the VDOT Road and Bridge Specifications.
Pavement Markings. Pavement markings shall be white or yellow markings as required by the MUTCD for the specific location or as specified by the Engineer and shall be installed in accordance with the manufacturer’s recommendations and approved by the Engineer. The Contractor shall furnish a copy of the manufacturer’s installation recommendations to the Engineer.
Pavement Markings. GENERAL The Contractor shall furnish and install white permanent retro-reflectorized pavement marking materials at the locations shown on the plans, in conformance with the details, and the material specifications included herein. The permanent pavement markings shall be installed immediately after overlaying unless prior approval is received by the Engineer or City Inspector. If the permanent markings cannot be installed and thus the roadway would be unmarked overnight, interim removable markings shall be installed and remain until the permanent markings can be installed. The contractor shall make every possible effort to remove the interim pavement markings and install permanent pavement markings within 48 hours. Only under extreme circumstances and at the approval of the pavement marking inspector or the engineer, will the duration of the interim pavement markings be extended. Under no circumstance should the interim pavement markings be in place for more than 2 weeks. If permanent markings cannot be installed within the specified time then temporary markings shall be installed following the guide lines as set forth in the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) Part VI, Sections F6 and G6. The interim removable markings shall be removed prior to installation of the permanent markings. MATERIAL The material for permanent pavement markings shall be in accordance with this specification. All material for permanent pavement marking material used by the Contractor shall be from the City’s approved list of vendors. It is important that users be completely knowledgeable of all application requirements and procedures prior to product application. It is the responsibility of the installer to contact the supplier of all permanent pavement marking materials if questions regarding application procedures or conditions arise. Pre-Mix Glass Spheres Pre-mix glass spheres shall be uncoated and conform to AASHTO M247 Type 1. The glass spheres used in the formulation shall be lustrous, free from film, scratches, and pits. The glass spheres shall also meet the following requirements: Roundness The roundness of the spheres shall be minimum of 70% when tested in accordance with A.STM. D-1155. Gradation The gradation when tested in accordance with the method provided in A.S.T.M. D-1214 (by use of U.S. Standard Sieves) shall be: Size of Sieve Mass % Passing
Pavement Markings. Pavement markings shall be provided for the entire project highway as per the manual.
Pavement Markings. This bid item shall be paid on linear foot basis for the replacement of any existing pavement markings. Payment shall include all markings, constructed as VDOT Type B, Class I (thermoplastic), as specified in VDOT Road and Bridge Specifications, Section 246.
