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  • Overview
  • Specs
  • Coverage Rate
  • Cure
  • Chemical
  • Application

Oil Contaminated Concrete & Asphalt Patch Kit/Resurfacer

E130A Oil Contaminated Concrete Epoxy Mortar Patch Kit/Resurfacer is a three component 100% solids epoxy mortar designed for applications of petroleum contaminated concrete or for patching asphalt.   E130A is recommended for traffic area resurfacing and patching of asphalt or petroleum contaminated concrete and cement up to 1/4″ thick.

Recommended for petroleum oil contaminated substrates.  However, this product is not intended for Immersion applications for acids and chemicals.  This product can withstand exposure to many common solvents and chemicals.

Packaged in easy to use 3 part kits which includes silica sand that repairs 1/8 cubic foot (covers 6 sq’ @ 1’/4″), 1/4 cubic foot (covers 12 sq’ @1/4″) or 1/2 cubic foot (covers 24 sq’ @ 1/4″).  Also available as a liquid only (add your own silica sand) in 1 gallon, 3 gallon and 5 gallon 2 part kits.

TOPCOAT: None required.  Multiple coats are required when topcoating over mortar.

Where is E130A Oil Contaminated Concrete Epoxy Mortar Patch Kit/Resurfacer Used?

  • Concrete
  • Asphalt
  • Traffic Area Projects

Why E130A Epoxy Mortar Patch Kit?

  • Great for patching and repairing oil contaminated and damaged concrete
  • Can be used to patch and repair asphalt surfaces
  • Crack. holes and general surface repairs
  • Apply up to 1/4″ per coat
  • Excellent abrasion and impact resistance
  • 100% solids
  • Easy to Use 3 part kit Includes Silica Sand or Liquid Only

SPECIFICATIONS

Solids 100% solids
VOC 0 g/L
Colors Black only
Recommended Film Thickness 1/8″ to 1/4″
Coverage per Unit 24 sq’@1/4″ and 48 sq’ @1/8″
Packaging (all 3 items shipped in 1 container for mixing) 1/4 unit packed in 2 gallon kit (.125 cubic feet), 1 unit packed in 5 gallon kit (.50 cubic feet), bulk 5 units (2.5 cubic feet)
Mix Ratio 1:1 by volume plus aggregate Example (1 unit packed in 5 gallon kit contains:  Part A .54 gallons, Part B .54 gallons PLUS 50 lbs aggregate
Shelf Life 2 years in unopened container
Weathering Excellent
Abrasion Resistance Excellent
Impact Resistance Excellent
Heat Deflection 180 degrees F @ASTM D648
Viscosity Part A 150 – 300 cps, Part B >165 cps
Flexural Strength 7,346 psi @ASTM 790
Yield Compressive Strength 6,509 psi @ASTM D695
Tensile Strength 5,128 psi @ASTM D638
Ultimate Elongation 7.4%

Coverage Rate

Coverage Per Unit 24 Sq’@1/4″ And 48 Sq’ @1/8″

 

CURE SCHEDULE

Pot Life – (.45 cu ft mix) 20 – 30 min
Recoat or Topcoat 7 – 9 hours
Light foot traffic 14 – 16 hours
Full cure (heavy traffic) 2 – 7   days

APPLICATION TEMPERATURE: 55-90 degrees F with relative humidity below 75%

CHEMICAL RESISTANCE

RATING
 acetic acid 5% A
 xylene C
 mek A
 1, 1, 1 trichlocthane C
 10% sodium hydroxide D
 50% sodium hydroxide C
 10% sulfuric acid B
 70% sulcuric acid A
 10% nitric acid C
ethyl alcohol C
methanol A
alcohol A

Rating key: A – not recommended, B – 2 hour term splash spill, C – 8 hour term splash spill, D – 72 hour immersion, E – long term immersion.

MIXING AND APPLICATION INSTRUCTIONS

PRODUCT STORAGE:  Store product in an area so as to bring the material to normal room temperature before using. Continuous storage should be above 55°F to prevent product crystallization.

SURFACE PREPARATION:  All dirt, oil, dust, foreign contaminants and laitance must be removed to assure a trouble free bond to the substrate.  We recommend that an aggressive shot blast be performed prior to the application of this product.  A less adequate method would be acid etching, but the etch should properly profile the substrate.  If this product is to be used over oil contaminated concrete,  contact your representative for specific application procedures as it will require different application procedures than described herein.  All edges and around columns or beams should be mechanically scarified.  All termination points should not be feather edged, but should be saw cut with the termination ending at the sawcut.  All large cracks should be V cut and filled with an appropriate crack filler.  All expansion joints should be filled with an appropriate joint filler.  When overlaying an expansion joint, a single saw cut through the epoxy overlay will prevent random fracturing.  A test should be made to determine that the concrete is dry; this can be done by placing a 4’X4’ plastic sheet on the substrate and taping down the edges.  If after 24 hours, the substrate is still dry below the plastic sheet, then the substrate is dry enough to start coating.  The plastic sheet testing is also a good method to determine if any hydrostatic pressure problems exist that may later cause disbonding.

PRIMER:  No primer is necessary.  This material is self priming.  However, any suitable primer can be used.

PRODUCT MIXING:  It is important that the liquids be mixed together first.  Mix the liquids in an oversized container thoroughly and until streak free.  After the liquids are thoroughly mixed, add in the aggregate.  Mix in the aggregate with slow speed mixing equipment such as a jiffy mixer or rotating bucket/stationary mixing blade assembly.  It is equally important that enough time is spent mixing in the aggregate to insure that the aggregate is thoroughly wetted out.  No induction time is necessary. Improper mixing may cause product failure. For best mixing results and proper blending of parts A and B, recommend a Jiffy Mixer style drill mixer.

Use of an improper drill mixer can result in streaking of the color because the pigment has not been thoroughly blended.  It can also create curing problems if the hardener also called activator (Part B) is not thoroughly blended with the resin (Part A) which can cause some areas on your floor to remain soft and not harden properly.  DO NOT USE A PAINT MIXER.  Many mixing problems described above can be traced back to using a paint mixer..  DO NOT HAND MIX as this approach can also result in the same problems as using a paint mixer.

PRODUCT APPLICATION:  Apply the mixed material at 1/8 to 1/4 inch thickness.  Apply the material with a hand trowel or other suitable application equipment.  Do not over-trowel the material as this may cause isolated blisters to form.  Direct air current above or across the mortar during the cure cycle may cause blisters.  Maintain temperatures within the recommended ranges during the application and curing process.

RECOAT OR TOPCOATING:  No recoating or topcoating is necessary.  However, if you opt to topcoat the applied mortar, allow it to cure before topcoating.  Some epoxies and urethanes are suitable for topcoats.  Contact your sales representative for suitable topcoat selections.

CLEANUP: Use xylol.

FLOOR CLEANING: Caution!  Some cleaners may affect the color of the floor installed. Test each cleaner in a small area, utilizing your cleaning technique.  If no ill effects are noted, you can continue to clean with the product and process tested.

RESTRICTIONS: Restrict the use of the floor to light traffic and non-harsh chemicals until the coating is fully cured (see technical data under full cure).  It is best to let the floor remain dry for the full cure cycle. Dependent on actual complete system application, surface may be slippery, especially when wet or contaminated; keep surface clean and dry.

LIMITATIONS:

  • *Color stability may be affected by environmental conditions such as high humidity or chemical exposure.  This is not a decorative product.
  • Color may vary from batch to batch due to variations in the silica filler.
  • Mortar color is available in black only.
  • Substrate temperature must be 5°F above dew point.
  • For chemical exposure areas, we recommend a suitable topcoat to reduce porosity and chemical migration.
  • All new concrete must be cured for at least 30 days prior to application.
  • Test data based on neat resin.
  • *Physical properties are typical values and not specifications.
  • See below for limitations of our liability and warranty

NOTICE TO BUYER: DISCLAIMER OF WARRANTIES AND LIMITATIONS ON OUR LIABILITY We warrant that our products are manufactured to strict quality assurance specifications and that the information supplied by us is accurate to the best of our knowledge. Such information supplied about our products is not a representation or a warranty. It is supplied on the condition that you shall make your own tests to determine the suitability of our product for your particular purpose. Any use or application other than recommended herein is the sole responsibility of the user. Listed physical properties are typical and should not be construed as specifications. NO WARRANTY IS MADE, EXPRESSED OR IMPLIED, REGARDING SUCH OTHER INFORMATION, THE DATA ON WHICH IT IS BASED, OR THE RESULTS YOU WILL OBTAIN FROM ITS USE. N0 WARRANTY IS MADE, EXPRESSED OR IMPLIED, THAT OUR PRODUCT SHALL BE MERCHANTABLE OR THAT OUR PRODUCT SHALL BE FIT FOR ANY PARTICULAR PURPOSE. NO WARRANTY IS MADE THAT THE USE OF SUCH INFORMATION OR OUR PRODUCT WILL NOT INFRINGE UPON ANY PATENT. We shall have no liability for incidental or consequential damages, direct or indirect. Our liability is limited to the net selling price of our product or the replacement of our product, at our option. Acceptance of delivery of our product means that you have accepted the terms of this warranty whether or not purchase orders or other documents state terms that vary from this warranty. No representative is authorized to make any representation or warranty or assume any other liability on our behalf with any sale of our products. Our products

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