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Concrete Tanks and Distribution Boxes: Watertightness and Corrosion Claude Goguen, PE Director of Technical Services National Precast Concrete Association.

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Presentation on theme: "Concrete Tanks and Distribution Boxes: Watertightness and Corrosion Claude Goguen, PE Director of Technical Services National Precast Concrete Association."— Presentation transcript:

1 Concrete Tanks and Distribution Boxes: Watertightness and Corrosion Claude Goguen, PE Director of Technical Services National Precast Concrete Association

2 Introduction Onsite Wastewater System Basics Watertightness - Manufacturing Corrosion of Concrete – How does it work? Conclusion Watertightness - Installation Outline

3 Introduction Estimated 26.1 million of total U.S. housing units were served by septic systems in 2007. In 2007, 22 % (1.6 million) of all housing units less than 4 years old used septic systems. 50 % of total housing units with septic systems in the United States were in rural areas, 47%were in suburbs, while 3% were found in central cities. 46% of occupied housing units with septic systems were located in the southern region of the US followed by the Midwest with 22%

4 Introduction More than 800,000 onsite sewage disposal systems are currently used in Indiana

5 Introduction How important is it to have a good quality onsite wastewater system? Value for homeowner Avoids contamination

6 Introduction The risk of contamination Pollutants can reach surface waters in hours, days, months or years The EPA standard for nitrate in drinking water is 10 mg/L Nitrogen (nitrates) is the most common contaminant How do we get rid of nitrates? So, a proper system and drainfield is important but if it’s not watertight …it doesn’t matter.

7 Watertightness Watertightness of precast concrete is defined as the ability of concrete to hold back or retain water without visible leakage. Permeability refers to the amount of water migration through concrete when the water is under pressure. Generally, the same properties of concrete that make it less permeable also make it more watertight.

8 Watertightness Paste (Cement And Water) Aggregates (Coarse And Fine) Air

9 Watertightness Type I Water / Cementitious Material Ratio W/C Ratio

10 Watertightness Curing

11 Watertightness Strength of concrete 4000 PSI or greater

12 Watertightness Pipe connectors Drain Plugs Joint Sealant Risers Installation Testing

13 Watertightness Pipe Connector Must conform to ASTM C1644 – Specification for Resilient Connectors Between Reinforced Concrete On-Site Wastewater Tanks and Pipes.

14 There are plastic risers and concrete risers Watertightness

15 Very important to make sure drain hole in bottom of septic tank is plugged.

16 Watertightness Joint Sealant Must conform to ASTM C990 – Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants

17 Watertightness Different applications depending on nature of tank

18 Watertightness Recommended Practice

19 Watertightness Testing Two methods permitted by ASTM C1227 - Standard Specification for Precast Concrete Tanks Vacuum Testing

20

21 Watertightness Testing Two methods permitted by ASTM C1227 - Standard Specification for Precast Concrete Tanks Water-Pressure Testing

22 Watertightness General appearance of tank

23 Watertightness Cracks

24 Watertightness ACI 224 – Control of Cracking of Concrete Structures

25 Watertightness Honeycombing

26 Watertightness Cold Joints

27 Corrosion

28 Bacteria

29

30 The Process

31 Corrosion

32 Factors: Temperature Low Velocity BOD Low pH High Sulfates

33 Corrosion How do we mitigate this issue? #1 – GOOD QUALITY CONCRETE

34 Low w/c ratio.45 is significantly more resistant to MIC than.48 In moderate to severe conditions,.40 or lower

35 Dense Mix Good aggregate gradations to allow for minimal void spacing S CM’s Good consolidation

36 High strength At least 4000 PSI

37 Adequate Curing This is often overlooked but can’t be overstated Cement not fully hydrated Shrinkage cracks

38 Products or actions to prevent or repair MIC damage Sealers Liners Nanomaterials Calcareous aggregates Coatings Concrete Additives Corrosion

39 Conclusion

40 Questions? If you have any questions about this presentation or anything about precast concrete onsite wastewater structures, please contact: Claude Goguen, PE. LEED AP Director of Technical Services Phone: 317.582.2328 Email: cgoguen@precast.orgcgoguen@precast.org Web: www.precast.orgwww.precast.org

41 THANK YOU!


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