APPLICATION EQUIPMENT Clause Samples

APPLICATION EQUIPMENT. Use asphalt application equipment that meets Article 600-5 of the 2012 Standard Specifications. Apply aggregate by the use of a self-propelled, pneumatic-tire aggregate spreader capable of maintaining a specified rate with a uniform application for the width of asphalt material being covered. Tailgate spreaders will not be permitted. Areas that are inaccessible to the aggregate spreader shall be covered by hand spreading or other acceptable methods. The grades of emulsion shall be CRS-2L or CRS-2P. The target rates of application and the temperature that the emulsion is to be applied shall be as shown in Table 660-1 or as directed by the Engineer Base the required rates of application on the volume of material at the application temperature. TABLE 660-1 MATERIAL APPLICATION RATES AND TEMPERATURES Type of Coat Layer Aggregate Type Aggregate Target RateA (Lbs/Sy) Emulsion Target RateB,C,D (Gal/Sy) Single Seal Top 78M 18 0.35 5/16" LW 10 0.32 #9 10 0.32 CA-9 LW 10 0.35 Double Seal Top 78M 12 0.25 5/16" LW 9 0.25 #9 9 0.25 CA-9 LW 9 0.25 #14 7 0.20 Bottom 78M 18 0.30 5/16" LW 10 0.30 Triple Seal Top 78M 12 0.22 5/16" LW 9 0.25 #9 9 0.25 CA-9 LW 9 0.25 #14 7 0.20 Middle 78M 15 0.24 5/16" LW 9 0.25 Bottom 78M 18 0.30 #67 30 0.32 5/16" LW 9 0.25 Mat #67 38 0.32 #57 40 0.35 Mat and Double Seal Top 78M 12 0.25 5/16" LW 9 0.25 Middle 78M 16 0.25 Mat #67 38 0.40 Mat Coat 78M 18 0.35 #67 38 0.40 B. Grade of Asphalt (emulsion) shall be CRS-2L or CRS-2P. C. Emulsion Target Rates have +/- 0.03 gal/sy tolerance limit. D. Application temperatures shall be 160-170ºF. 660-8 APPLICATION OF AGGREGATES
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APPLICATION EQUIPMENT. Use asphalt application equipment that meets Article 600-5 of the 2012 Standard Specifications. Apply aggregate by the use of a self-propelled, pneumatic-tire aggregate spreader capable of maintaining a specified rate with a uniform application for the width of asphalt material being covered. Tailgate spreaders will not be permitted. Areas that are inaccessible to the aggregate spreader shall be covered by hand spreading or other acceptable methods. MAP # TYPE OF SEAL LAYER AGGREGATE TYPE AGGREGATE TARGET RATEA (LBS/SY) EMULSION TARGET RATEB,C,D (GAL/SY) See SOQ Double Top 78M 12 .25 Bottom 78M 18 .30 A. Aggregate Target Rates have +/- 2.0 lbs/sy tolerance limit. B. Emulsion Target Rates have +/- 0.03 gal/sy tolerance limit. C. Grades of emulsion shall be CRS-2L or CRS-2P.
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APPLICATION EQUIPMENT. Use asphalt application equipment that meets Article 600-5 of the 2012 Standard Specifications. Apply aggregate by the use of a self-propelled, pneumatic-tire aggregate spreader capable of maintaining a specified rate with a uniform application for the width of asphalt material being covered. Tailgate spreaders will not be permitted. Areas that are inaccessible to the aggregate spreader shall be covered by hand spreading or other acceptable methods. MAP # TYPE OF SEAL LAYER AGGREGATE TYPE AGGREGATE TARGET RATEA (LBS/SY) EMULSION TARGET RATEB,C,D (GAL/SY) 2 Single Top #78 18 0.35 4,16,25 Mat Top #67 38 0.40 A. Aggregate Target Rates have +/- 2.0 lbs/sy tolerance limit. B. Emulsion Target Rates have +/- 0.03 gal/sy tolerance limit. C. Grades of emulsion shall be CRS-2L or CRS-2P.
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APPLICATION EQUIPMENT. Use epoxy application equipment, which is equipped with or capable of the following: Precisely metering the two components in the ratio of proportion recommended by the manufacturer. Producing the required amount of heat at the mixing head and gun tip. Maintaining temperatures within the tolerances recommended. Gauges for each proportioning pump so that any pressure difference can be easily monitored. A minimum 24" long static mixer unit for proper mixing of the two components of the epoxy marking material. Each component of the epoxy pavement marking shall be in a homogeneous state prior to mixing, Have the capability to totally mix component A with component B immediately prior to the marking application. Have the capability to spray both yellow and white pavement marking material and have the equipment mounted on a truck of sufficient size and stability with an adequate power source to produce uniform lines of the specified dimension. A metering device to register the accumulated installed footage for each gun
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APPLICATION EQUIPMENT. Use asphalt application equipment that meets Article 600-5 of the 2012 Standard Specifications. Apply aggregate by the use of a self-propelled, pneumatic-tire aggregate spreader capable of maintaining a specified rate with a uniform application for the width of asphalt material being covered. Tailgate spreaders will not be permitted. Areas that are inaccessible to the aggregate spreader shall be covered by hand spreading or other acceptable methods. MAP # TYPE OF SEAL LAYER AGGREGATE TYPE AGGREGATE TARGET RATEA (LBS/SY) EMULSION TARGET RATEB,C,D (GAL/SY) 21 Double Top #14 10 0.25 21 Double Bottom #78M 18 0.30 B. Emulsion Target Rates have +/- 0.03 gal/sy tolerance limit. C. Grades of emulsion shall be CRS-2L. D. Application temperatures shall be 160-170ºF. 660-8 CONSTRUCTION METHODS (A) Asphalt Seal Coat Use the type of seal coat as required by the contract. Seal coat aggregates shall be drained of free moisture and dust free before use. Place the seal coat in full-lane widths. Adjust the aggregate rates to provide a sufficient quantity of cover material to be spread over the surface of the seal coat preventing traffic damage, where it is necessary to permit traffic on sections of a completed seal coat. Perform rolling of each layer immediately after the aggregate has been uniformly spread. Rolling will consist of at least 3 complete coverages with one pneumatic-tire roller followed by at least one complete coverage with a 5 to 8 ton steel-wheel roller. All roller coverages shall be completed within 5 minutes of the asphalt emulsion being placed. Do not allow crushing of the aggregate or picking up of the material by the rollers. The use of a combination steel-wheel and pneumatic-tire roller will be permitted instead of the 5 to 8 ton steel-wheel roller. After the aggregate is thoroughly seated, broom all excess aggregate off of the surface of the seal coat after 3 days but no more than 7 calendar days. Traffic may be permitted on the seal coat immediately after the rolling is complete. Clean driveways, ditches, turn lanes, and areas adjacent to the AST construction of excess aggregate, excess emulsion run off, over spray or debris from construction. Blotting sand may be required as directed by the Engineer and shall be applied in accordance with Section 818 of the 2012 Standard Specifications. The construction of the various types of seal coats will be in accordance with the following additional requirements:
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APPLICATION EQUIPMENT. Use asphalt application equipment that meets Article 600-5 of the 2012 Standard Specifications. Apply aggregate by the use of a self-propelled, pneumatic-tire aggregate spreader capable of maintaining a specified rate with a uniform application for the width of asphalt material being covered. Tailgate spreaders will not be permitted. Areas that are inaccessible to the aggregate spreader shall be covered by hand spreading or other acceptable methods. B. Emulsion Target Rates have +/- 0.03 gal/sy tolerance limit. C. Grades of emulsion shall be CRS-2L or CRS-2P.
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APPLICATION EQUIPMENT. Use asphalt application equipment that meets Article 600-5 of the 2012 Standard Specifications. Apply aggregate by the use of a self-propelled, pneumatic-tire aggregate spreader capable of maintaining a specified rate with a uniform application for the width of asphalt material being covered. Tailgate spreaders will not be permitted. Areas that are inaccessible to the aggregate spreader shall be covered by hand spreading or other acceptable methods. MAP # TYPE OF SEAL LAYER AGGREGATE TYPE AGGREGATE TARGET RATEA (LBS/SY) EMULSION TARGET RATEB,C,D (GAL/SY) 1 Mat Straight No. 6M 38 0.40 2 Mat Straight No. 6M 38 0.40 3 Mat Straight No. 6M 38 0.40
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Related to APPLICATION EQUIPMENT

  • Communication Equipment All charges for equipment or services used for communication between the Manager or the Corporation or Fund and the custodian, transfer agent or any other agent selected by the Corporation;

  • Television Equipment Recycling Program If this Contract is for the purchase or lease of covered television equipment, then Contractor certifies that it is compliance with Subchapter Z, Chapter 361 of the Texas Health and Safety Code related to the Television Equipment Recycling Program.

  • Required Equipment Employees are expected to be at their individual work stations with required equipment in operable condition at the scheduled shift starting time.

  • Additional Equipment Additional Equipment may from time to time be added as the subject matter of this Agreement as agreed on by the parties. Any additional property will be added in an amendment describing the property, the monthly rental, security deposit, and stipulated loss value of the additional Equipment. All amendments must be in writing and signed by both parties. Other than by this amendment procedure, this Agreement may not be amended, modified, or altered in any manner except in writing signed by both parties.

  • New Equipment Where new types of equipment and/or operations, for which rates of pay are not established by this Agreement, are put into use after the ratification date of this Agreement within operations covered by this Agreement, rates governing such operations shall be subject to negotiations between the parties. This paragraph shall apply to all new types of equipment including office and clerical equipment. In the event an agreement cannot be reached within sixty (60) days after the date such equipment is put into use, the matter may shall be submitted to the National Grievance Committee for final disposition. Rates agreed upon or awarded shall be effective as of the date equipment is put to use