Staining Concrete Surfaces Sample Clauses

Staining Concrete Surfaces. Stain precast concrete noise barriers by the application of a concrete penetrating stain. Use a single component, water based, thermoplastic acrylic emulsion concrete penetrating stain which carries its color and water repellent protection into the concrete. Use a penetrating stain conforming to the following performance requirements: Condition Physical Properties Results Test Method Dry-through Time 25 minutes, maximum ASTM D 1640 Dry-to-recoat Time 1 hour, maximum ASTM D 1640 Oil, Wax, and Silicon None Content 200 pounds per square inch, minimum ASTM D 4541 Adhesion to Concrete (Average of five tests) Elcometer Test Gloss Flat No visible ASTM G 23 Weather-O-Meter Degradation Atlas Test Carbon Arc 500 hours Solids by Weight 57 ± 2 percent Viscosity 70 to 75 Xxxxxx Units ASTM D 562 Submit a Certificate of Compliance according to Subsection 106.07. Match the unpigmented, clear, non-volatile portion of the stain with the infrared spectrograph on file at the Department Laboratory. Ensure the concrete penetrating stain complies with New Jersey state laws regulating the use of volatile organic compounds and solvents and the following:
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Staining Concrete Surfaces. Precast concrete noise barriers shall be stained by the application of a concrete penetrating stain. The concrete penetrating stain shall be a single component, water based, thermoplastic acrylic emulsion which carries its color and water repellent protection into the concrete. The penetrating stain shall conform to the following performance requirements: Physical Properties

Related to Staining Concrete Surfaces

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

  • Walls 12 Developer shall provide rustication patterns on all walls, except drainage headwalls, in Aesthetic 13 Area 3 in accordance with Exhibit L2.24 of the LAADCR. The final designs shall resemble these 14 simulations.

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

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

  • Irrigation The City shall provide water to the Premises for the purpose of irrigating the facility. The City specifically reserves the right to restrict water usage under this Agreement if water restrictions are placed on other water users within the City. Prior to the start of the season, City will provide charge up and run through the automatic irrigation systems to check for proper operation. City will provide Lessee with a radio for remote operation of the irrigation system, which Lessee shall use for the day to day maintenance, repair, and monitoring of the irrigation system. If the radio is lost, stolen, broken, or is rendered unusable, Lessee shall pay $1500 for the replacement radio. City is responsible for the maintenance and repair of the following irrigation elements, to the extent applicable: curb stops, backflow prevention devices, backflow enclosures, main line pipings, electric control valves, and controllers. Lessee shall notify Parks Division Water managers by email if any of these irrigation elements are malfunctioning or broken.

  • 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. C8.212 – MARKET-RELATED CONTRACT TERM ADDITION (11/08). The term of this contract may be adjusted when a drastic reduction in wood product prices has occurred in accordance with 36 CFR 223.52. The Producer Price Index used to determine when a drastic reduction in price has occurred is stated in A20. Purchaser will be notified whenever the Chief determines that a drastic reduction in wood product prices has occurred. If the drastic reduction criteria specified in 36 CFR 223.52 are met for 2 consecutive calendar quarters, after contract award date, Contracting Officer will add 1 year to the contract term, upon Purchaser’s written request. For each additional consecutive quarter such a drastic reduction occurs, Contracting Officer will, upon written request, add an additional 3 months to the term during Normal Operating Season, except that no single 3-month addition shall extend the term of the contract by more than one year. Contracting Officer must receive Purchaser’s written request for a market-related contract term addition before the expiration of this contract. No more than 3 years shall be added to a contract's term by market-related contract term addition unless the following conditions are met:

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  • Trees 1) Any major tree surgery or tree removal over a three (3) inch diameter, which becomes necessary through no fault of the Contractor, will be at the County's expense.

  • 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.

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