Application Methods of Surface Stabilization Materials Sample Clauses

Application Methods of Surface Stabilization Materials. One or more of the following methods shall be used as specified in C/CT5.31# or K/KT-F/FT.3.1#:
Sample 1

Related to Application Methods of Surface Stabilization Materials

  • Construction materials (1) The restrictions of section 1605 of the American Recovery and Reinvestment Act of 2009 (Pub. L. 111-5) (Recovery Act) do not apply to Recovery Act designated country manufactured construction material. The restrictions of the Buy American statute do not apply to designated country unmanufactured construction material. Consistent with U.S. obligations under international agreements, this clause implements--

  • Solicitations for Subcontractors, Including Procurements of Materials and Equipment In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin, sex, age, and disability/handicap.

  • Network Interconnection Methods 3.1 The Interconnection provided herein may not be used solely for the purpose of originating a Party’s own interexchange traffic.

  • Construction Methods 3.1 The Contractor shall provide all tools, equipment, materials, labor and work for the excavation and removal of the unsuitable subgrade soils and their subsequent replacement with the specified backfill soils as directed by the Owner’s representative. All work under this item shall be performed in a safe and workmanlike manner. 3.2 All work shall be performed in accordance with DelDOT Standard Specifications Section 821. 3.3 Following the removal of existing pavements, the Owner’s representative will review the exposed subgrade and provide recommendations for the undercutting of unsuitable subgrade materials as required. The depth and extent of undercut excavation, if required, will be determined by the Owner’s representative at the time of excavation. 3.4 All excavated materials shall become the property of the Contractor and be removed from the site at the completion of the project at no additional expense to the Owner. 3.5 Undercut excavations should be backfilled with graded aggregate. Backfill shall be placed in loose lifts not exceeding 8 inches thick. Each lift should be compacted with at least 3 passes of a minimum 5-ton, walk-behind or self-propelled vibratory roller when the size of the area permits, or with a vibrating plate mechanical compactor for smaller areas. Lift thickness shall be reduced to 6 inch loose lift when using a vibratory plate compactor. 3.6 The Contractor shall take precautions as necessary to minimize the potential for disturbance or softening of the pavement subgrade materials from inclement weather or construction traffic. As a minimum, this shall include the placement of backfill on the same day as the excavation. Any soft areas which develop shall be undercut and replaced with graded aggregate at no additional cost to the Owner. 3.7 Where undercutting is performed, the geotextile fabric shall be installed. The fabric should be pulled tight and lapped a minimum of 12 inches.

  • Contract Database Metadata Elements Title: Xxxxxxx-Xxx Xxxxx Central School District and Xxxxxxx-Xxx Xxxxx Teachers Association (2007)

  • Solicitations for Subcontracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiation made by the Local Government for work to be performed under a subcontract, including procurement of materials or leases of equipment, each potential subcontractor or supplier will be notified by the Local Government of the Local Government’s obligations under this Agreement and the Acts and Regulations relative to Nondiscrimination on the grounds of race, color, or national origin.

  • Solicitations for Subcontracts, Including Procurements of Materials and Equipment In all solicitations either by competitive bidding or negotiation made by the Engineer for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the Engineer of the Engineer's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin.

  • Musculoskeletal Injury Prevention and Control The hospital in consultation with the Joint Health and Safety Committee (JHSC) shall develop, establish and put into effect, musculoskeletal prevention and control measures, procedures, practices and training for the health and safety of employees.

  • How Do I Get More Information? This Notice summarizes the Action, the terms of the Settlements, and your rights and options in connection with the Settlements. More details are in the Settlement Agreements, which are available for your review at xxx.XxxxxxxxxXxxXxxxxxxxxXxxxxxxxxx.xxx. The Settlement Website also has the Second Amended Complaint and other documents relating to the Settlements. You may also call toll-free 0-000-000-0000 or write the Claims Administrator at: Financial Aid Antitrust Settlements, c/o Claims Administrator, 0000 Xxxx Xxxxxx, Xxxxx 0000, Xxxxxxxxxxxx, XX 00000. EXHIBIT B To: Settlement Class Member Email Address From: Claims Administrator Subject: Notice of Proposed Class Action Settlement – Xxxxx, et al. x. Xxxxx University, et al. Please visit xxx.XxxxxxxxxXxxXxxxxxxxxXxxxxxxxxx.xxx for more information. • The Court has preliminarily approved proposed settlements (“Settlements”) with the following six schools: Brown University, the University of Chicago, the Trustees of Columbia University in the City of New York, Duke University, Emory University, and Yale University (collectively the “Settling Universities”). • The Court has also preliminarily approved a class of students who attended one or more of the Settling Universities during certain time periods. This is referred to as the “Settlement Class,” which is defined in more detail below.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If ECI chooses to subtend a Verizon access Tandem, ECI’s NPA/NXX must be assigned by ECI to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG. 9.2.2 ECI shall establish Access Toll Connecting Trunks pursuant to applicable access Tariffs by which it will provide Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic to and from ECI’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office ECI utilizes to provide Telephone Exchange Service and Switched Exchange Access to its Customers in a given LATA to the access Tandem(s) Verizon utilizes to provide Exchange Access in such LATA. 9.2.4 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access to allow ECI’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.