Pavement Smoothness Sample Clauses

Pavement Smoothness. A. Asphalt concrete surface courses shall be placed and finished to the grades and slopes shown on the Drawings. Surface courses shall be true to the existing pavement grade and cross section.
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Pavement Smoothness. Construct a smooth pavement meeting the requirements of this Specification. Furnish a 15 foot manual and a 15 foot rolling straightedge meeting the requirements of FM 5-509.
Pavement Smoothness. At the end of the first paragraph, insert the following sentence: These tolerances shall apply when water valve boxes and other utility appurtenances can be adjusted during the paving operations. Insert the following new section: 00744.76 Cleanup – Clean and remove all excess asphalt, debris, and tack from all facilities including but not limited to manhole covers, valve boxes, catch basins, gutter, and curb faces. Keep a sweeper on site at all times to sweep areas as needed and as directed.
Pavement Smoothness. Construct a smooth pavement meeting the requirements of this Specification. The County will provide a representative to be present when smoothness testing is performed.
Pavement Smoothness. Delete the heading and replace with the following: Pavement Smoothness and Surface Tolerance Add the following: The maximum variation from the compacted width is 3 inches and the average width of 4 or measurements for any ½ mile of road segment is the specified width. The maximum variation from the compacted specified thickness is ¼ inch and the average thickness of 4 measurements for any ½ mile of road segment is the specified thickness

Related to Pavement Smoothness

  • Pavement The combined surface course, base course, and subbase course, if any, considered as a single unit.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CBB chooses to subtend a Verizon access Tandem, CBB’s NPA/NXX must be assigned by CBB to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG.

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

  • Infrastructure Vulnerability Scanning Supplier will scan its internal environments (e.g., servers, network devices, etc.) related to Deliverables monthly and external environments related to Deliverables weekly. Supplier will have a defined process to address any findings but will ensure that any high-risk vulnerabilities are addressed within 30 days.

  • Volunteer Firefighting Leave Leave without pay will be granted when an employee who is a volunteer firefighter is called to duty to respond to a fire, natural disaster or medical emergency.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Pavement Design If applicable, the Engineer shall incorporate the pavement design developed by the State for this project. If the pavement design is not available, the State may request the Engineer to perform pavement design and submit to State for review and approval.

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Sidewalks doorways, vestibules, halls, stairways and other similar areas shall not be obstructed by Tenant or used by Tenant for any purpose other than ingress and egress to and from the Premises. No rubbish, litter, trash, or material shall be placed, emptied, or thrown in those areas. At no time shall Tenant permit Tenant’s employees to loiter in Common Areas or elsewhere about the Building or Property.

  • Geometric visibility The visibility of the illuminating surface, including its visibility in areas which do not appear to be illuminated in the direction of observation considered, shall be ensured within a divergent space defined by generating lines based on the perimeter of the illuminating surface and forming an angle of not less than 5° with the axis of reference of the headlamp. The origin of the angles of geometric visibility is the perimeter of the projection of the illuminating surface on a transverse plane tangent to the foremost part of the lens of the headlamp.

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