Structural Class Sample Clauses

Structural Class. 1 - The road structure has been upgraded to an adequate and high quality base of uniform thickness and material type. The driving surface is either an asphalt concrete pavement or bituminous surface treatment in good to excellent condition. The Granular Base and the Asphalt Pavement/Bituminous Surface Treatment are less than 10 years old and have 20 to 30 years remaining life. The complete road structure is capable of supporting heavy construction equipment (total estimated 18-XXX Equivalent Single Axles Loads) throughout the duration of the anticipated construction project, without needing major structural improvements prior to the project. However, heavy construction traffic loading will expend some of the useful life of the road pavement structure and shorten the life expectancy of the road, even though visible damage at the end of the project may not be severe. Visible damage could include increased extent of one or more of the following distresses; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths), and overall ride roughness.
Sample 1Sample 2
AutoNDA by SimpleDocs
Structural Class. 2 - The road structure has been upgraded to an adequate and high quality base of uniform thickness and material type. The driving surface is either an asphalt concrete pavement or bituminous surface treatment in fair to good condition. The Granular Base and the Asphalt Pavement/Bituminous Surface Treatment are 10-20 years old, and have 10 to 20 years remaining life. The road is adequate to sustain construction traffic for the project. However, damage to the asphalt pavement/bituminous surface or base will be likely during the project thereby causing a significant decrease in serviceability for the traveling public, rough travel for construction equipment, and potential safety issues and increased difficulties in performing winter maintenance. Visible damage could include increased extent of one or more of the following distresses; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths), and overall ride roughness.
Sample 1Sample 2
Structural Class. 1 - The road structure has been upgraded to an adequate and high quality base of uniform thickness and material type. The driving surface is either an asphalt concrete pavement or bituminous surface treatment in good to excellent condition. The Granular Base and/or the Asphalt Pavement/Bituminous Surface Treatment are less than 10 years old and have 20 to 30 years remaining life. The complete road structure is capable of supporting heavy construction equipment and hauling heavy commercial or industrial components (total estimated 18-XXX Equivalent Single Axles Loads) throughout the duration of the anticipated project, without needing major structural improvements prior to the project. However, heavy construction traffic loading will expend some of the useful life of the road pavement structure and shorten the life expectancy of the road, even though visible damage at the end of the project may not be severe. Visible damage could include but is not limited to increased extent of one or more of the following distresses; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths), and overall ride roughness.
Sample 1
Structural Class. 1 - The road structure has been upgraded to an adequate and high quality base of uniform thickness and material type. The driving surface is an asphalt concrete pavement with enough pavement thickness to be able to proceed with the development without any upgrades. However, heavy construction traffic loading will expend some of the useful life of the road pavement structure and shorten the life expectancy of the road, even though visible damage at the end of the project may not be severe. Visible damage could include increased extent of one or more of the following distresses; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths), and overall ride roughness. The typical repair method of this type of road would either be a hot mix overlay or a cold in place recycle with a hot mix overlay depending on the extent of wheel rutting, cracking and roughness. This shall be followed up with the appropriate shoulder backup as well as the pulling and resetting of all guiderail and anchors along improved sections of County Road per Steuben County specifications if necessary.
Sample 1
Structural Class. 2 - The road structure has been upgraded to an adequate and high quality base of uniform thickness and material type. The driving surface is either an asphalt concrete pavement or bituminous surface treatment. The pavement or chip seal is not of sufficient thickness to withstand the heavy construction traffic loading associated with the development. The road would require additional pavement thickness to be placed before the project could commence. The typical preservation method for this class of road would be additional overlays of hot mix asphalt, of varying types and thicknesses depending on the thickness of the existing pavement. A total of up to six and one half (6 ½”) inches of total hot mix asphalt would be required to be placed before the project could commence as well as the appropriate shoulder backup and the pulling and resetting of all guiderail and anchors along improved sections of County Road per Steuben County specifications.
Sample 1

Related to Structural Class

  • New or Revised Classifications The Employer shall provide at least twenty-five (25) days' notice and will meet and confer with the Union over any new or revised classification specification, if requested by the Union. The Union may propose alternatives to the Employer proposed changes during the twenty-five day period. The Employer shall negotiate with the Union on other classification issues as required by State personnel law.

  • New Job Classifications 11.1 Whenever the Company determines it appropriate to create a new job classification in the bargaining unit, it shall proceed as follows.

  • Class Grievances Class grievances involving one or more supervisors and grievances involving an administrator above the building level may be initially filed by the Association at Step Two.

  • New Classifications If a new classification is created within the bargaining unit, the Employer agrees to meet with the Union and negotiate a rate of pay for this new classification. If the parties cannot reach agreement, at the request of either party, the matter shall be submitted to the arbitration procedure in Article 26 of this Agreement.

  • New Classification Should a new position or new classification be created within the Bargaining Unit during the term of this Agreement, the Employer and the Union will decide the rate of pay. Nothing herein prevents the Employer from filling such positions and having Nurses working in such positions during such negotiations. The salary when determined will be retroactive to the date on which the successful candidate commenced work in that classification.

  • SPECIALIZED JOB CLASSES Where there is a particular specialized job class in which the pay rate is below the local market value assessment of that job class, the parties may use existing means under the collective agreement to adjust compensation for that job class.

  • Work in Higher Classification Employees working in a higher classification for more than four (4) hours in duration shall be paid at the higher rate of pay for the entire shift.

  • Position Classification 1. The requirements of each position will be documented by a Position Description developed by reference to the Position Description Questionnaire (PDQ), and classified into a salary grade consistent with the Position Description and classifications for corresponding job duties found throughout the USNH System and according to USNH policy and processed by the KSC Office of Human Resources.

  • Work in a Higher Classification Any employee who is assigned by his/her supervisor to a vacant position in a higher grade for a period of more than thirty (30) days shall receive the salary rate for the higher position from the first day of the appointment, provided such assignment has the prior approval in writing of the Appointing Authority or his/her designee. The approval of the Appointing Authority or his/her designee shall take effect as of the first day of the assignment. Any assignment to a vacant position in a higher grade must be in writing to be valid.

  • Changes in Classification The regular wage rate of the employee in effect on July 1 and January 1 will determine his entitlement to Group Life and Accidental Death and Dismemberment coverages as outlined in the schedule contained in Exhibit “B”. Where an employee’s regular duties consist of more than one job, his regular rate shall be deemed to be the average of the rates applicable to such jobs.

Time is Money Join Law Insider Premium to draft better contracts faster.