Permeability testing
01/05/1998 | REPORT NO.: B22906/DJ/1 | |||||
Setsco Services PTE LTD | ||||||
Determination of compressive strength, water permeability and scanning electronic Microscopic (SEM) Examination on concrete cubes treated with Penetron Admixture |
||||||
Results: DIN 1048: Pt 5: 1991 | ||||||
Sample Reference | Concrete treated with Penetron Admix | |||||
Specimen Reference | ||||||
Date of cast | ||||||
Date of water pressure applied | ||||||
Age At Test (days) | ||||||
Water pressure applied (N/mm2) | ||||||
Duration of test (hours) | ||||||
Depth of penetration (mm) | ||||||
Average depth of penetration (mm) |
05/31/2001 | REPORT NO.: A3747/WCW | |||
Setsco Services PTE LTD | ||||
Report on Performance Assessment of Penetron Waterproofing Admixture | ||||
Results: Penetron Admixture has evidently reduced the porosity and permeability even of a water tight control and laboratory prepared concrete without reducing the water cement ratio. The improvement is expected to be more pronounced in concrete of lower quality and concrete cast in-situ. The coefficient of water permeability of the treated concrete is in the range of 10-13 m/s. Based on the guidelines given in DIN 1045, the treated concrete complies with the requirements for water resistant/waterproof concrete. |
12/1/2002 | Report: ACCI REF. NO. 58324 | ||
The Australian Centre for Construction Innovation, Properties of Type GP Cement Concrete Modified with Penetron Admix | |||
Water Permeability Test (ACCI Method) | |||
Results: According to a review of permeability test methods published by British Concrete Society, concretes with permeability coefficients below 1 x 10-12 are considered to be very good while concrete with permeability coefficient between 1 x 10-12 m/sec are considered to be acceptable. | |||
Test Item | Mix-P (Treated Sample) | Mix-C (Control Sample) | Water Permeability Coefficient Reduction |
Coefficient of Water permeability (m/sec) | 1.76 x 10-12 | 7.24 x 10-12 | Water Permeability Test (ACCI Method) |
10/10/2005 | REPORT NO. 05-4070A | |||
Sor Testing Laboratories, Inc., Cedar Grove, NJ | ||||
Laboratory Tests of Penetron Admix in Concrete | ||||
Results: As per ASTM-D 5084, the Penetron Admix treated concrete showed improvements of an average permeability of 2.45 x 10-10 cm/sec over the control (untreated) concrete of 3.66 x 10-8 cm/sec. |
POLITECHNIKA KRAKOWSKA (TECHNICAL UNIVERSITY IN KRAKOW) | ||||
Testing Report of Concrete Additive Penetron Admix | ||||
Results: Concrete with Penetron Admix I/I showed W28 (1.0MPa) and the control concrete I showed W8 (0.8MPa). Concrete with Penetron Admix II/I showed W30 (3.0MPa) to the control concrete II of W9 (1.4MPa) |