Structural Class 3 Sample Clauses

Structural Class 3. The road structure has not been upgraded. The base layer/s is/are of inconsistent structure, poor to marginal quality and less than desired thickness. The asphalt pavement is in fair to good condition with one or more of the following surface distresses present; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths). Ride roughness may range from fair to excellent. The combined layers of the pavement structure continue to provide an acceptable level of service for the traffic using the road. The road is judged to be generally adequate to service the construction traffic and the traveling public throughout the duration of the proposed drilling. However, by the end of the project damage to the pavement structural system will likely be visible, and will take the form of 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 increased ride roughness.
Sample 1Sample 2See All (5)
AutoNDA by SimpleDocs
Structural Class 3. The road structure has not been upgraded. The base layer/s is/are less than desired thickness and the asphalt pavement is not thick enough to withstand the heavy construction traffic associated with the project. This class of road will require a complete restoration before the project can commence. The typical restoration of this class of road will be the grinding of the existing pavement structure along with any good base material in the underlying layers. Additional add material of crushed Type 4 gravel will be placed so that on the second pass with the road reclaimer, the total depth of liquid asphalt injection to stabilize the base material will be a total of ten (10) inches in depth. The liquid asphalt shall be injected at a rate of three (3) gallons per square yard. Appropriate equipment to achieve proper restoration shall include, but not limited to, padfoot rollers / double drum rollers / water trucks / graders /dozer with jersey spreader / road reclaimers and asphalt distributor trucks. After this process three layers of hot mix asphalt shall be placed. A layer of three (3) inches of compacted Type 1 Base, a two (2) inch compacted lift of Type 3 Binder and a one and one half (1 ½) inch compacted lift of Type 6F top 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 sections of County Road per Steuben County specifications.
Sample 1

Related to Structural Class 3

  • Structural (i) Structural floor plans and sections with detailing well advanced.

  • Class Size The School shall be in compliance with Florida Constitutional Class Size Requirements, as applicable to charter schools.

  • Class Sizes In the annual assignment of duties, the designated supervisor shall consult with the department in determining appropriate class sizes for individual courses. In making such a determination, the designated supervisor shall consider operational requirements, sound pedagogical principles, and the workload implication of teaching such courses (also see Letter of Understanding #3).

  • Structural Alterations Company will make no structural alterations to the Premises without the prior written consent of Authority.

  • 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.

  • Maximum Class Size A. By September 7 of each year, no regular classroom teacher in an elementary school shall be assigned more than the number of students for each grade listed except as provided in 22-2-B and 22-8 below. K = 26 1-3 = 29 4-6 = 30 Combination = 27 Multi-Age Classes = 27

  • 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.

  • 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.

  • 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.

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