Consolideck LS

Products for ultimate sustainable concrete ﬂoors

Consolideck® LS® Abrasion Resistance - Taber Abraser

LS® & competition vs. Untreated Control TEST RESULT

Taber Abrasion Testing H22 Wheel, 1000 gram load using ASTM C1353 % Improvement vs. Control modiﬁed for concrete.

Concrete Treated with Consolideck® LS® 59 Concrete Treated with Competitive Product A 29 Concrete Treated with Competitive Product B 29 Concrete Treated with Competitive Product C 37 Concrete Treated with Competitive Product D 42 Concrete Treated with Competitive Product E 46

Notes This test establishes abrasion resistance of concrete to simulated foot trafﬁc

using grinding wheels under specifed loads for a speciﬁed time. The results ® ® LS show LS-treated concrete reduced abrasion loss by 59% compared to untreated concrete. Other concrete hardeners had less reduction of abrasion. Consolideck Fig. 1 - LS® and competitors vs. control

Hardened & Polished vs. Untreated Control

TEST RESULT

Taber Abrasion Testing H22 Wheel, 1000 % Improvement vs. Control gram load

Control 100% Hardened & Polished 521%

Notes Tiles received one coat of LS, then were polished to 3,000 grit. Graph shows more than 500 percent improvement in abrasion resistance over untreated, unpolished control.

Consolideck® Diamond Polish Floor System

Fig. 2 - Improvement in abrasion resistance

2 Abrasion Resistance - Micro Abraser LS® vs. Untreated Control

TEST RESULT Micro Abrasion Resistance Testing Average Weight Loss ASTM C418 Abrasion Resistance of Concrete Grams % Improvement Standard Finish Concrete Treated with LS® 0.296 27 Untreated Control 0.407 Green-colored (shake-on) Concrete ® Treated with LS 0.164 40 Untreated Control 0.275

Water Vapor Transmission (breathability) LS® vs. Untreated Control

TEST RESULT ASTM E96 Water Vapor WVT retained Transmission of Materials Concrete Treated with LS® 100 percent

ASTM C 1028 - Determining the Static Coefﬁcient of Friction

LS® Treated LS® & LSGuard® Treated Finish Dry Wet Dry Wet Steel Troweled 0.720 0.664 0.841 0.600 Honed (up to 100 grit) 0.759 0.654 0.836 0.601 Polished (up to 800 grit) 0.865 0.645 0.822 0.606 Highly polished (up to 3,000 grit) 0.919 0.766 0.841 0.695

Adhesion LS® vs. Untreated Control TEST RESULT ASTM D4541 Pull-Off of Coatings Using Type II Tester pounds per square inch Steel-troweled concrete Steel-troweled concrete Treated with LS® 483 Untreated control 400 Acids Effect Effect Bases Effect Effect 15 min. 1 Hour 15 min. 1 Hour The treatment was applied in 10% Citric GG 5% Ammonium Hydroxide EE accordance with PROSOCO, Inc. 10% Acetic GF 30% Ammonium Hydroxide EE Product Data Sheet instructions 10% Oxalic GG 10% Potassium Hydroxide EE and allowed to cure for 7 days 10% Hydrochloric FG 45% Potassium Hydroxide GG prior to testing. The soiling 35% Hydrochloric PP 10% Sodium Hydroxide GG agents were allowed to dwell 10% Phosphoric GF 50% Sodium Hydroxide EG on the treated and untreated 70% Phosphoric FF substrates for times of 15 minutes and 1 hour. Evaluation 10% Sulfuric GF Solvents consisted of a visual examina- 50% Sulfuric GG Acetone EG tion of the tested areas to de- Mineral Spirits EE termine the effect the reagent Alcohols Xylene EE had on the sample using the Benzyl Alcohol GG MEK EE following scale: Ethyl Alcohol EG Isopropyl Alcohol GE Hydraulic Fluids/Oils / Fuels Methyl Alcohol EE Gasoline EE Ethylene Glycol EE Brake Fluid GG Motor Oil GG Salts Automatic Transmission Fluid GG Ammonium Chloride GG Skydrol GG Calcium Chloride EE Sodium Bicarbonate EE Other Chemicals/ Misc. Sodium Chloride EE Cola GG Sodium Carbonate EG Mustard GF Ketchup GG Red Wine GG Balsamic Vinegar GG Vegetable Oil GG Bleach (Sodium Hypochlorite) EE Tap Water EG Laundry Detergent (Tide) EE Lemon Juice GF