Asphalt Surface Regrinds Sample Clauses

Asphalt Surface Regrinds. Contractor shall install asphalt concrete regrinds at the locations shown on the Plans. Owner shall provide asphalt regrinds. Owner shall stockpile regrinds within the Schedule A work limits. Contractor shall be responsible for haul, placement, and compaction of regrinds to the depths and limits indicated on the Plans. Bid Item No. 7a: 2-inch Minus Base Coarse Material: Contractor shall procure, load, haul, place, grade, moisture condition, and compact Base Coarse Material in accordance with Technical Specifications, Section 802– Crushed Aggregates and as shown on the Drawings. If available, Asphalt Surface Regrinds, Add Alternative No. 1, should be used in addition to Base Coarse Material and placed in a single 0.3-foot loose lift, graded, and compacted to a uniform surface approximately 1176 feet long as shown on the Drawings. Surface Coarse Material shall be placed in a single 0.5-foot loose lift, graded, and compacted to a uniform surface approximately 1176 feet long as shown on the Drawings. Contractor shall moisture condition and compact the Surface Coarse Material to achieve ninety five percent (95%) of Standard Xxxxxxx maximum dry density [ASTM D-698/AASHTO T-99], at plus or minus two percent (±2%) optimum moisture content. Work includes, at a minimum:  Load, haul, and place Base Coarse Material (or Asphalt Surface Regrinds if available) as surfacing material;  Compact and moisture condition crushed top surfacing; and  Provide all labor, tools, equipment, materials, and incidentals necessary to complete the Work as specified.
Sample 1
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Asphalt Surface Regrinds. Contractor shall install asphalt concrete regrinds at the locations shown on the Plans. Owner shall provide asphalt regrinds. Owner shall stockpile regrinds within the Schedule A work limits. Contractor shall be responsible for haul, placement, and compaction of regrinds to the depths and limits indicated on the Plans. Owner’s Surveyor will verify the vertical and horizontal alignment of the subgrade and final grade of the Access Road. Contractor shall correct any deviations from the design to the vertical and horizontal alignment of the subgrade and final grade of the Access Road as requested by Owner or Owner’s Consultant at no additional cost. Bid Item No. 5a: Excavation and Embankment: Contractor shall prepare foundation, rip, excavate, load, haul, place, grade, moisture condition and compact excavation and embankment of material within the Access Road limits of construction as necessary to construct road subgrade for a 12-foot lane width with shoulders, provide placement for Jersey Barriers on outer edge with 1 foot of clearance on outer edge and maintain a cross-slope of 3% toward subgrade with drainage ditch slope cut side, all as shown on Drawings. Contractor shall excavate approximately 414 bank cubic yards and place as embankment fill to construct the Access Road subgrade. The Access Road is designed as a net earthwork balance. Contractor shall perform all work in accordance with Technical Specifications, Subsection 202 – Excavation and Embankment. All embankment fill shall be placed in loose lifts with a maximum height of 8 inches. Contractor shall test each lift for compaction and moisture content at a rate of 1 test per 300 feet of embankment. Embankment fill shall be compacted to 95% of the standard xxxxxxx (ASTM D-698), at plus or minus two percent (±2%) optimum moisture content, and proof rolled to confirm that no soft areas are present after compaction. Excavation and embankment slopes shall be constructed to a slope of 1.5(H):1(V). Contractor shall blend all excavation and embankment intersections with a smooth transition to existing ground slope. Contractor shall construct subgrade and drainage ditch from Station 0+00 to Station 4+25 of the Access Road to the specifications as shown on the Drawings. Contractor shall excavate an area 6 feet by 6 feet at approximately Station 3+65.4 for the placement of an inlet standpipe and culvert. These structures will convey water from the ditch, under the access road, and empty into the Sediment Basi...
Sample 1

Related to Asphalt Surface Regrinds

  • Surface  Grade and shape the road surface, turnouts, and shoulders to the original shape on the TYPICAL SECTION SHEET. Inslope or outslope as directed to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner.  Blading shall not undercut the backslope or cut into geotextile fabric on the road.  If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock.  Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator.  Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator.  For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.

  • 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.

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

  • Infrastructure Improvements The design, redevelopment and construction and completion of certain infrastructure improvements, including sewer, stormwater, electrical and water main improvements, along with other similar improvements.

  • Groundwater The groundwater shall not be degraded as a result of the waste maintained at the facility.

  • Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.

  • Porcupine Site Highway 11

  • Project Site The “Project Site” is the place where the Work is being carried on.

  • Plant The expression ‘Plant’ as used in the tender papers shall mean every temporary accessory necessary or considered necessary by the Engineer to execute, construct, complete and maintain the work and all altered, modified, substituted and additional works ordered in the time and the manner herein provided and all temporary materials and special and other articles and appliance of every sort kind and description whatsoever intended or used therefore.

  • Prohibition Against Selecting and Installing Products Containing Hazardous Materials The Contractor shall not select, install or otherwise incorporate any products or materials containing Hazardous Materials within the boundaries of the Site. Should the Contractor or any Subcontractors have knowledge that, or believe that, an item, component, material, substance, or accessory within a product or assembly selected by the Contractor or any Subcontractor may contain Hazardous Materials it is the Contractor’s responsibility to secure a written certification from the manufacturer of any suspected material which identifies the specific Hazardous Material(s) contained, together with the Material Safety Data Sheets (MSDS) for such materials which shall be submitted to the Owner and Design Professional.

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