Compressive strength testing
| 3/4/1985 | ALL ISLAND TESTING ASSOCIATION INC. | |
| To Determine if the Compressive of Concrete is Affected by Treatment with Penetron | ||
| Result: The use of Penetron resulted in a strength gain of approximately 5.52% over the untreated concrete. | ||
| 11/22/1993 | REPORT NO. 93-4559 | |
| Shimel and Sor Testing Laboratories, Inc., Cedar Grove, NJ. | ||
| Laboratory Testing of the effects of Penetron Treatment on the Compressive Strength of Concrete | ||
| Result: The treating concrete surface with Penetron resulted in a slight increase in the compressive strength of the concrete. | ||
| 12/21/1994 | REPORT NO. 94-6175 | |
| Shimel and Sor Testing Laboratories, Inc., Cedar Grove, NJ. | ||
| Laboratory Testing of Penetron Waterproofing Materials | ||
| Result: As per ASTM C93, the Penetron treated and the untreated (control) cylinders were slightly higher than the untreated cylinders. This increase corresponds to approximately 6% gain over the untreated concrete. Primary benefit of Penetron is waterproofing concrete surface rather than increasing the compressive strength. | ||
| 7/15/1997 | REPORT NO.: B 20297/BSB/1 | |
| Setsco Services PTE LTD | ||
| Determination of Compressive Strength of Concrete Applied with Penetron Cementitious Capillary Waterproofing System | ||
| Table 1: Compressive Strength | ||||||
| Sample Reference | Control | Treated with Penetron | ||||
| Cube Reference | 1 | 2 | 3 | 1 | 2 | 3 |
| Date of Cast | ||||||
| Date of Test | ||||||
| Age of Test | ||||||
| Compressive Strength (N/mm2) | 24.0 | 24.0 | 24.0 | 24.5 | 24.0 | 24.5 |
| Average Compressive Strength (N/mm2) | ||||||
| Table 2: Compressive Strength Test | |||||||||
| Sample Reference | Control | Treated with Penetron | Treated with Penetron Slurry after 28 days of curing | ||||||
| Cube Reference | 1 | 2 | 3 | 1 | 2 | 3 | 1 | 2 | 3 |
| Date of Cast | |||||||||
| Date of Test | |||||||||
| Age of Test | |||||||||
| Compressive Strength (N/mm2) | 30.5 | 30.5 | 31.0 | 36.5 | 35.5 | 35.0 | 35.5 | 36.0 | 36.0 |
| Average Compressive Strength (N/mm2) | |||||||||
