Concrete Surface Overlay Sample Clauses

Concrete Surface Overlay. Use an overlay consisting of a two-part epoxy polymer that is free of any fillers or volatile solvents and formulated to provide simple volumetric mixing ratio of two components such as one to one or two to one by volume. Use a two-part epoxy polymer system formulated to provide flexibility in the system without any sacrifice of the hardness, chemical resistance or strength of the system. Do not use external or conventional plasticizers. Introduce flexibility by interaction of elastomers to chemically link in the process of curing so that the flexibility of the molecule is minimally affected during the low temperature conditions that are confronted in actual use. Use a two-part polymer overlay system having the following physical properties when cured: PHYSICAL PROPERTIES FOR CURED TWO-PART EPOXY POLYMER OVERLAY SYSTEM TEST REQUIREMENTS TEST METHOD Compressive Strength w/aggregate @ 3 days 5,000 PSI min. (35 MPa) ASTM C 109 w/plastic inserts Tensile Strength @ 3 days 2,500 PSI min. (17 MPa) ASTM D 638 Tensile Elongation @ 3 days 30% min. ASTM D 638 Water Adsorption @ 3 days 0.20% max. ASTM D 570 Shore “D” Hardness @ 3 days 60 min. ASTM D 2240 Viscosity (Mixed Polymer) 1500 – 2500 cps ASTM D 2556 Pot Life (Mixed Polymer) 15-40 minutes GDT-58 Concrete Briquette Bond Strength @ 24 hours 400 PSI min. (2.76 MPa) GDT-58 Field Adhesion to Concrete @ 72 hours 100% failure in concrete ASTM C 1583 (Pull Out Method)
Sample 1
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Concrete Surface Overlay. Use an overlay consisting of a two-part polymer that is free of any fillers or volatile solvents and formulated to provide simple volumetric mixing ratio of two components such as one to one or two to one by volume. Use a two-part polymer system formulated to provide flexibility in the system without any sacrifice of the hardness, chemical resistance or strength of the system. Do not use external or conventional plasticizers. Introduce flexibility by interaction of elastomers to chemically link in the process of curing so that the flexibility of the molecule is minimally affected during the low temperature conditions that are confronted in actual use. Use a two-part polymer overlay system having the following physical properties when cured:
Sample 1
Concrete Surface Overlay. Use an overlay consisting of a two-part polymer that is free of any fillers or volatile solvents and formulated to provide simple volumetric mixing ratio of two components such as one to one or two to one by volume. Use a two-part polymer system formulated to provide flexibility in the system without any sacrifice of the hardness, chemical resistance or strength of the system. Do not use external or conventional plasticizers. Introduce flexibility by interaction of elastomers to chemically link in the process of curing so that the flexibility of the molecule is minimally affected during the low temperature conditions that are confronted in actual use. Use a two-part polymer overlay system having the following physical properties when cured: PHYSICAL PROPERTIES FOR CURED TWO-PART POLYMER OVERLAY SYSTEM TEST REQUIREMENTS TEST METHOD Compressive Strength @ 7 days 7,000 PSI (48MPa) min. ASTM C 109 Tensile Strength @ 7 days 2,500 PSI (17MPa) min. ASTM D 638 Tensile Elongation @ 7 days 30% min. ASTM D 638 Water Adsorption @ 7 days 0.20% max. ASTM D 570 Shore “D” Hardness @ 7 days 60 min. ASTM D 2240 Pot Life 15-40 minutes GDT-58 Flexural Creep 0.0065” (0.17mm) in 7 days California Method 419 Adhesion to Concrete @ 72 hours 100% failure in concrete ACI-503-R (Pull Out Test)
Sample 1

Related to Concrete Surface Overlay

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

  • Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including without limitation those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

  • Exterior Drainage Does water stand on the property for more than 24 hours after a heavy rain? Yes No Unknown Comments Are gutters and downspouts in good repair? Yes No Unknown Comments:

  • Underground Utilities Any required ground digging or subsurface work shall be done in accordance with Chapter 556, Florida Statutes. It shall be the responsibility of CONTRACTOR to have all underground utilities located before any work begins (Sunshine State One Call 0-000-000-0000). The repairs of any damaged underground utilities as a result of the work being performed by CONTRACTOR shall be the responsibility of CONTRACTOR. The proper utility company shall be contacted immediately to expedite the repairs, if damage has occurred. CONTRACTOR will notify the COUNTY and provide a written explanation of the incident within two (2) days of the damage to any underground utilities.

  • Excavation If any excavation shall be made upon land adjacent to or under the Building, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter the Premises for the purpose of performing such work as said person shall deem necessary or desirable to preserve and protect the Building from injury or damage and to support the same by proper foundations, without any claim for damages or liability against Landlord and without reducing or otherwise affecting Tenant’s obligations under this Lease.

  • 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.

  • UNDERGROUND LOCATIONS Prior to the Company commencing any work the Customer must advise the Company of the precise location of all underground services on the site and clearly xxxx the location. The underground mains and services the Customer must identify include, but are not limited to, telephone cables, fibre optic cables, electrical services, gas services, sewer services, pumping services, sewer connections, sewer sludge mains, water mains, irrigations pipes, oil pumping mains and any other services that may be on site. Whilst the Company will take all care to avoid damage to any underground services the Customer agrees to indemnify the Company in respect of all any liability claims, loss, damage, cost and fines as a result of damage to services not precisely located and notified pursuant to this clause.

  • MAINTENANCE OF THE BUILDING /APARTMENT / PROJECT The Promoter shall be responsible to provide and maintain essential services in the Project till the taking over of the maintenance of the project by the Association upon the issuance of the completion certificate of the Project. The cost of such maintenance has been included in the Total Extras and Deposits as mentioned in clause 1.2.

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

  • 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.

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