chemcial and resistance tests (1)

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Client: ICS/Penetron International Ltd., C/o All Island Testing Labs.
Project: Information of Client
Subject: Laboratory Testing of Penetron Material for Chemical Resistance
Report No. 93-3981 Date 10/19/93
 

At the request of the Client, laboratory tests were performed to determine the
chemical resistance of Penetron treated concrete.

Experimental Design
The concrete used for the study had a design strength f"c = 4000 psi. The concrete mix proportions are presented on Attachment 1.

The concrete specimens used were saw-cut from 6 x 12 inch concrete cylinders. The specimens were 2 inches thick and 6 inches in diameter. At the time of the study, the concrete was 28 days old.

The Penetron material (which was received in powder form in a sealed bag) was mixed with water into a slurry. The ratios were:

  • 2 parts Penetron
  • 0.8 parts water

  • The slurry was then applied on all surfaces of the concrete specimens by brushing. After the final setting of Penetron the surfaces of the specimens were moistened and placed in a regular concrete curing room for 14 days at 73 OF and 100% relative humidity. At the end of 14 days, the specimens were removed from the curing room and placed in various chemical solutions which provided a wide range of pH levels and corrosive conditions.


    Test Results
    SAMPLE NO. SAMPLE TYPE TYPE OF TREATMENT pH OBSERVATIONS
    7 DAY   28 DAY
    1A Penetron Treated Dilute Hcl 3 No Effect No Effect  
    1B No Penetron Dilute Hcl 3 No Effect Surface Weathered
    2A Penetron Treated Dilute H2SO4 3 No Effect No Effect
    2B No Penetron Dilute H2SO4 3 No Effect Surface Weathered
    3A Penetron Treated Rain Water 4 No Effect No Effect
    3B No Penetron Rain Water 4 No Effect Surface Weathered
    4A Penetron Treated CaCl2 7 No Effect No Effect
    4B No Penetron CaCl2 7 No Effect Slight Effect
    5A Penetron Treated NaOH 11 No Effect No Effect
    5B No Penetron NaOH 11 No Effect No Effect


    CONCLUSIONS

    Based on these test results, the following conclusions were drawn:
    1. The Penetron treated concrete was found to be resistant to acidic and alkaline conditions ranging between pH values of 3 to 11. Also, chloride containing solutions did not have any measurable effect on thePenetron concrete.

    2. The untreated concrete (control samples) had surface weathering when exposed to pH of 3, rain water chlorides and sulfate solutions.



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    KS/smdcc: (1) Client
    Doug Quick

    ATTACHMENT I

    CONCRETE MIX DESIGN USED FOR
    THE PENETRON TREATMENT TESTS

    MATERIALS AMOUNTS PER CUBIC YARD
    Portland Cement, Sacks 6.0
    Portland Cement, Lbs 564
    *Sand, Lbs 1450
    *Coarse Aggregate 1860
    Water, Ga 36.3
    Water, Lbs 302.4
    W/C Ratio 0.54
    Slump 4.0
    Entrapped Air, % 1.8
    (*) SSD basis