Bituminous Concrete Sample Clauses

Bituminous Concrete. Bituminous concrete shall conform to the specifications set forth by the applicable subsections of the Commonwealth of Massachusetts, Department of Public Works, Standards Specifications for Highways and Bridges, 1988 Edition, as amended.
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Bituminous Concrete. Bituminous concrete shall conform to the specifications set forth by the applicable subsections of the Commonwealth of Massachusetts, Department of Public Works, Standards Specifications for Highways and Bridges, 2023 Edition, as amended and corrected. Pavement thickness shall be equal to a 2-inch base and a 1.5-inch top in all areas, or as directed by the Engineer.
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Bituminous Concrete. The delay of 90 days, attributed to the concessionaire by IE was for delayed structural completion of ROB-3 at Sitamarhi by-pass. The ROB at Jappaha and structural portion of one of the ROBs at Sitamarhi by-pass were completed before provisional completion date. The required approvals and railway land for ROB-3 at Sitamarhi by-pass was available with the concessionaire in September 2013 and ROB-3 could also have been completed by March 2015. This delay should not be subsumed in the delay on the part of NHAI in handing over of land as more than 90 per cent of the land was handed over before November 2013. • It was noticed that NHAI had handed over 64.86 kms (more than 75 per cent of the stretch) to the concessionaire till December 2012 and 74.90 kms (more than 90 per cent) by 25 November 2013. While the Concessionaire completed the work upto DBM level on 68.20 km by November 2013, they had completed BC work on only 29.90 km by that date and hence was not ready for provisional completion certificate. The concessionaire could complete BC on 75 per cent of the stretch only by July 2014 i.e. eight months after the scheduled completion date. Since tests prescribed in the CA were completed by December 2014, provisional completion certificate could have been issued earliest on that date. Thus, provisional completion certificate could not have been granted in 2013 and the restoration of annuities without any deduction despite the recommendation of IE and the Project Director, resulted in undue favour to the Concessionaire amounting to `25.67 crore. NHAI in its reply stated (January 2018) that • NHAI had also defaulted in handing over of land. Annuities were restored with the approval of Executive Committee based on the recommendations of three Chief General Managers Committee, after detailed analysis of the defaults on the part of NHAI and concessionaire. • Delay days worked out to 588 against 582 days noted by XX. NHAI had considered the lesser of the two. Reply of the Management was not acceptable as
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Bituminous Concrete. For purposes of these Technical Specifications, “
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Bituminous Concrete. A. All asphaltic concrete shall be hot plant mixed, and shall be furnished from a commercial asphalt hot mix plant. B. The aggregates shall have a temperature between 275 degrees F and 325 degrees F when placed in the mixer. The liquid asphalt shall be heated to a temperature between 275 degrees F and 350 degrees F, and shall be added during mixing. C. Mix the combined aggregates and liquid asphalt in a pug mill mixer with a capacity of not less than 3,000 pounds per batch. Continue the mixing for at least 45 seconds after all ingredients have been placed in the mixture, and until the liquid asphalt is distributed uniformly throughout the mixture. D. The mixture shall have a temperature between 290 degrees F and 320 degrees F when it leaves the plant.
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Bituminous Concrete. A. Bituminous concrete shall be a standard plant-mixed, hot-laid paving material for road work, consisting of clean, crushed rock aggregate, mineral filler, and asphalt conforming to the following: 1. MassDOT Specifications Section M03
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Bituminous Concrete. Materials for pavement shall conform to the HMA requirements of ConnDOT Form 816, Articles M.04 and as supplemented in the special provisions. All materials shall be supplied from a ConnDOT-certified plant.
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Related to Bituminous Concrete

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  • Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply Comments:

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  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (000) 000-0000. The irrigation system shall be designed and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

  • Welding Welding and use of cutting torches or cutoff saws will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum 10-foot radius of all welding and cutting operations. A shovel and a 5-gallon standard backpack water container filled and with handpump attached shall be immediately available for use in the event of a fire start. C8.64 – DEBARMENT AND SUSPENSION CERTIFICATION (3/18). Pursuant to 2 CFR 180 and 2 CFR 417, Purchaser shall certify and obtain certifications from its Subcontractors regarding debarment, suspension, ineligibility, and voluntary exclusion, including additional Subcontractors obtained after award of this contract. “Subcontractors” are participants in lower tier covered transactions. Purchaser may rely upon a certification of a prospective Subcontractor that it is not proposed for debarment under 48 CFR 9.4, debarred, suspended, ineligible, or voluntarily excluded from participating in covered transactions or timber sales, unless Purchaser knows that the certification is erroneous. Purchaser shall keep the certifications of its Subcontractors on file until timber sale Termination Date and any extensions thereof, and will provide a copy at the written request of Contracting Officer. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this Subsection. The knowledge and information of Purchaser is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. If Purchaser knowingly enters into a timber sale transaction with a person who is proposed for debarment under 48 CFR 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in covered transactions or timber sales, in addition to other remedies available to the Government, Forest Service may pursue available remedies, including suspension and/or debarment. Contracting Officer shall provide a copy of Forms AD-1047 Certification Regarding Debarment, Suspension and Other Responsibility Matters – Primary Covered Transactions and AD-1048 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – Lower Tier Covered Transactions to the Purchaser. Purchaser shall complete form AD-1047 and provide to the Contracting Officer upon request. Purchaser shall require each subcontractor to complete form AD-1048 and provide to the Contracting Officer upon request.

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  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

  • Underground Storage Tanks In accordance with the requirements of Section 3(g) of the D.C. Underground Storage Tank Management Act of 1990, as amended by the District of Columbia Underground Storage Tank Management Act of 1990 Amendment Act of 1992 (D.C. Code § 8-113.01, et seq.) (collectively, the “UST Act”) and the applicable D.C. Underground Storage Tank Regulations, 20 DCMR Chapter 56 (the “UST Regulations”), District hereby informs the Developer that it has no knowledge of the existence or removal during its ownership of the Property of any “underground storage tanks” (as defined in the UST Act). Information pertaining to underground storage tanks and underground storage tank removals of which the D.C. Government has received notification is on file with the District Department of the Environment, Underground Storage Tank Branch, 00 X Xxxxxx, X.X., Xxxxx Xxxxx, Xxxxxxxxxx, X.X., 00000, telephone (000) 000-0000. District’s knowledge for purposes of this Section shall mean and be limited to the actual knowledge of Xxxxxx Xxxxx, Property Acquisition and Disposition Division of the Department of Housing and Community Development, telephone no. (000) 000-0000. The foregoing is set forth pursuant to requirements contained in the UST Act and UST Regulations and does not constitute a representation or warranty by District.

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