Longitudinal Joints Sample Clauses

Longitudinal Joints. In two lane width patching being performed at the same time, construct a Type L joint as shown on the Standard Drawings. In two lane patching being performed one lane at a time, or one lane patching, provide a 1/4-inch, full depth, polystyrene board bond breaker in the longitudinal joint of Type A and B patches. Do not provide a bond breaker in the longitudinal joint of Type C patches. Provide tiebars in all Type C patches. For all patch types, saw cut the longitudinal joint 1/4 inch wide and 1 inch deep. Center the saw-cut over the joint. • Section 516.3(n) Sealing. Revise to read as follows:
Sample 1Sample 2Sample 3See All (5)
AutoNDA by SimpleDocs
Longitudinal Joints. Defects and omissions as referenced in Division 1, Section 4, Subsection 49.0 of the Department's Standard Specification shall include construction related defects, at or adjacent to the longitudinal joint, such as ravelling, segregation, de‐ bonding, pot holing or cracking. In the event that defect(s) are observed at or near the longitudinal joint, within the Extended Warranty period, the Engineer will determine whether the defects are construction related. The Contractor shall repair at their own expense, all construction related defects as identified by the Engineer. Cracks up to 20mm wide shall be filled and sealed (no routing is required) in accordance with Division 4, Section 11 ‐ Crack Filling and Crack Sealing (EPWS) of the Department's Standard Specification. Defects that cannot be repaired by crack filling and sealing shall be cold planed to a width of approximately 600mm and to the same depth of the surface course. Emulsified asphalt tack shall be applied to all joints and the underlying asphalt concrete. Asphalt concrete removed by cold planing shall be replaced with the equivalent type of asphalt concrete material according to the Department's Standard Specification, Division 4 Section 4 ‐ Asphalt Concrete Hot Mixed ‐ Hot Placed. The hot mix asphalt shall be compacted to 92.5% of the Maximum Theoretical Density (per ASTM D 3202) using both a rubber tired roller to obtain maximum compaction and a steel drum roller to obtain smoothness. Combination rollers are acceptable. The perimeter of the repaired area shall be sealed with a rubberized joint sealing material as specified in Division 4 Section 11.
Sample 1See All (4)
Longitudinal Joints. Construct longitudinal joints between lanes vertical and at actual lane lines.
Sample 1Sample 2
Longitudinal Joints. For all layers of pavement except the leveling course, place each layer so that longitudinal construction joints are offset 6 to 12 inches laterally between successive layers. Do not construct longitudinal joints in the wheel paths. The Engineer may waive these requirements where offsetting is not feasible due to the sequence of construction.
Sample 1
Longitudinal Joints. All longitudinal joints shall be cleaned free from dust and coated before placing the HMA with a uniform application of a polymerized joint adhesive selected from the Department’s approved products list. The polymerized joint adhesive material shall be applied at a slow rate to ensure an even coating thickness of an eighth of an inch over the entire joint face. For echelon paving the longitudinal joints need not be treated with the polymerized joint adhesive.
Sample 1
Longitudinal Joints. Plan longitudinal joints to coincide with changes in cross-slope, regardless of the overlap width. Provide a minimum longitudinal overlap of six (6) inches. No payment will be paid for overlap. Do not apply foamed asphalt on previously placed FDR when overlap occurs. Insure the overlap is compacted to achieve minimum density per the Contract. Care shall be taken to ensure longitudinal joints are not located within wheel-path.
Sample 1
Longitudinal Joints. Construct well bonded and sealed longitudinal joints to obtain maximum compaction at the joint. If deemed necessary by the Engineer to properly seal the joint, apply a light coat of asphalt emulsion or asphalt binder to the exposed edge before the joint is made. Before placing the fresh HMA against a cut joint or against old pavement, spray or paint the contact surface with a thin uniform coat of asphalt emulsion or asphalt binder. Where a finishing machine is used, make the longitudinal joint by depositing a sufficient amount of HMA so that the joint formed shall be smooth and tight. Offset the longitudinal joint in successive courses by 6 to 12 inches. Comply with traffic lane edges for the width of the surface of top course placement.
Sample 1
AutoNDA by SimpleDocs

Related to Longitudinal Joints

  • Trunk Group Architecture and Traffic Routing 5.2.1 The Parties shall jointly establish Access Toll Connecting Trunks between CLEC and CBT by which they will jointly provide Tandem-transported Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic from and to CLEC's Customers. 5.2.2 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access and non-translated Toll Free traffic (e.g., 800/888) to allow CLEC’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier that is connected to the CBT access Tandem. 5.2.3 The Access Toll Connecting Trunks shall be one-way or two-way trunks, as mutually agreed, connecting an End Office Switch that CLEC utilizes to provide Telephone Exchange Service and Switched Exchange Access Service in the given LATA to an access Tandem Switch CBT utilizes to provide Exchange Access in the LATA.

  • Evaluation Software If the Software is an evaluation version or is provided to You for evaluation purposes, then, unless otherwise approved in writing by an authorized representative of Licensor, Your license to use the Software is limited solely for internal evaluation purposes in non-production use and in accordance with the terms of the evaluation offering under which You received the Software, and expires 90 days from installation (or such other period as may be indicated within the Software). Upon expiration of the evaluation period, You must discontinue use of the Software, return to an original state any actions performed by the Software, and delete the Software entirely from Your system and You may not download the Software again unless approved in writing by an authorized representative of Licensor. The Software may contain an automatic disabling mechanism that prevents its use after a certain period of time. RESTRICTIONS

  • Proposed Policies and Procedures Regarding New Online Content and Functionality By October 31, 2017, the School will submit to OCR for its review and approval proposed policies and procedures (“the Plan for New Content”) to ensure that all new, newly-added, or modified online content and functionality will be accessible to people with disabilities as measured by conformance to the Benchmarks for Measuring Accessibility set forth above, except where doing so would impose a fundamental alteration or undue burden. a) When fundamental alteration or undue burden defenses apply, the Plan for New Content will require the School to provide equally effective alternative access. The Plan for New Content will require the School, in providing equally effective alternate access, to take any actions that do not result in a fundamental alteration or undue financial and administrative burdens, but nevertheless ensure that, to the maximum extent possible, individuals with disabilities receive the same benefits or services as their nondisabled peers. To provide equally effective alternate access, alternates are not required to produce the identical result or level of achievement for persons with and without disabilities, but must afford persons with disabilities equal opportunity to obtain the same result, to gain the same benefit, or to reach the same level of achievement, in the most integrated setting appropriate to the person’s needs. b) The Plan for New Content must include sufficient quality assurance procedures, backed by adequate personnel and financial resources, for full implementation. This provision also applies to the School’s online content and functionality developed by, maintained by, or offered through a third-party vendor or by using open sources. c) Within thirty (30) days of receiving OCR’s approval of the Plan for New Content, the School will officially adopt, and fully implement the amended policies and procedures.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CSTC chooses to subtend a Verizon access Tandem, CSTC’s NPA/NXX must be assigned by CSTC 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 CSTC 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 CSTC’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office CSTC 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 CSTC’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.

  • System Logging The system must maintain an automated audit trail which can 20 identify the user or system process which initiates a request for PHI COUNTY discloses to 21 CONTRACTOR or CONTRACTOR creates, receives, maintains, or transmits on behalf of COUNTY, 22 or which alters such PHI. The audit trail must be date and time stamped, must log both successful and 23 failed accesses, must be read only, and must be restricted to authorized users. If such PHI is stored in a 24 database, database logging functionality must be enabled. Audit trail data must be archived for at least 3 25 years after occurrence.

  • CONTRACTOR NAME CHANGE An amendment is required to change the Contractor's name as listed on this Agreement. Upon receipt of legal documentation of the name change the State will process the amendment. Payment of invoices presented with a new name cannot be paid prior to approval of said amendment.

  • Service Specification The Parties have agreed upon the scope and specification of the Services provided under this Service Agreement in the Service Specification.

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at a P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • New Jobs Any new job or jobs created by technological or mechanization changes shall be offered to present employees capable of being trained to perform the new or changed job and the Employer will provide such training. During training, the employee will maintain his/her rate. It is understood that the training herein referred to is on the job and not to exceed sixty (60) days. Certain specialized technical jobs may require additional and off-site training. An employee whose job is eliminated, if any, and who cannot be placed in a job of equal grade shall receive saved grade until such time as that employee fails to bid or apply for a position in the employee’s former wage level. The obligation hereinabove set forth shall not be construed to, in any way, abridge the right of the Employer to make such changes.

  • Functionality Customer is entitled to additional functionality previously purchased or bundled with the software if available in the version or update released on or after the start date of the Agreement. Customer acknowledges that certain functionality in current and previous software versions may not be available in future upgrades. Added functionality may require additional paid services (clinical and technical) to configure and support.

Draft better contracts in just 5 minutes Get the weekly Law Insider newsletter packed with expert videos, webinars, ebooks, and more!