Project Information
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Document No.
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Part No.
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Revision No.
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Client Name
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Project Name
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Inspection Started
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Prepared by
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Location
Test Details
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Drawings Supplied
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Drawing Number
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Drawing Revision
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Drawing Date
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Drawing Approval RPEQ
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Specifications Required
- SEQ Water Supply and Sewerage D&C Code
- Water Services Association
- AS/NZS 3500 Plumbing & Drainage
- Queensland Urban Utilities
- Gold Coast City Council
- Logan City Council
- Ipswich City Council
- Redland Shire Council
- Tweed Shire Council
- Ballina Shire Council
- Byron Shire Council
- Lismore City Council
- FNQROC Development Manual
- Project Specifications
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Vacuum test not fewer than the number of manholes as shown in Table 22.5. Where projects contain both precast and cast in-situ manholes, view each type as a separate population. If any of the sample manholes fail the initial test, test all remaining manholes in that population.
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Structure Construction Type
- Cast-Insitu Concrete
- Precast Concrete
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Test Method FNQROC Operational Work Specification Sewerage Reticulation S6, Clause S6.26
Vacuum Pressure = -33.50kPa
Hold Time = As per Table S6.1
Allowable Loss in Nominated Timeframe = 3.50kPa -
Structures to be Tested
Structure
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Structure Identification Details
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Structure Diameter
- 900mm diameter
- 1050mm diameter
- 1200mm diameter
- 1350mm diameter
- 1500mm diameter
- 1800mm diameter
- 2100mm diameter
- 2400mm diameter
- 3000mm diameter
- 3600mm diameter
- 4000mm diameter
- Square
- Rectangular
- Other
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 17 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 21 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 28 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 35 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 42 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 49 SECONDS
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in Calculated hold time
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 20 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 25 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 33 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 41 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 49 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 57 SECONDS
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in Calculated hold time
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Structure Size
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in Calculated hold time
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RESULT
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Test Method Northern Rivers Local Government Development Construction Specification, Clause C402.41
Initial Vacuum Pressure = -33.50kPa
Settle Time = 3 Minutes
Test Vacuum Pressure = -33.50kPa
Hold Time = As per Table C402.6
Allowable Loss in Nominated Timeframe = 3.50kPa -
Structures to be Tested
Structure
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Structure Identification Details
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Structure Diameter
- 900mm diameter
- 1050mm diameter
- 1200mm diameter
- 1350mm diameter
- 1500mm diameter
- 1800mm diameter
- 2100mm diameter
- 2400mm diameter
- 3000mm diameter
- 3600mm diameter
- 4000mm diameter
- Square
- Rectangular
- Other
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 17 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 21 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 28 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 35 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 42 SECONDS
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in Calculated hold time
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Structure Size
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in Calculated hold time
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RESULT
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Structure Construction Type
- Cast-Insitu Concrete
- Precast Concrete
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Test Method Tweed Shire Council Development Construction Specification, Clause C402.41
Initial Vacuum Pressure = -33.50kPa
Settle Time = 3 Minutes
Test Vacuum Pressure = -33.50kPa
Hold Time = As per Table C402.8
Allowable Loss in Nominated Timeframe = 3.50kPa -
Structures to be Tested
Structure
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Structure Identification Details
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Structure Diameter
- 900mm diameter
- 1050mm diameter
- 1200mm diameter
- 1350mm diameter
- 1500mm diameter
- 1800mm diameter
- 2100mm diameter
- 2400mm diameter
- 3000mm diameter
- 3600mm diameter
- 4000mm diameter
- Square
- Rectangular
- Other
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 17 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 21 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 28 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 35 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in 42 SECONDS
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in Calculated hold time
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Structure Size
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.50kPa in Calculated hold time
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RESULT
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Structure Construction Type
- Cast-Insitu Concrete
- Precast Concrete
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Test Method SEQ Code Amendment to WSA02-2002-2.3, Clause 22.4.4
Initial Vacuum Pressure = -37kPa
Settle Time = 3 Minutes
Test Vacuum Pressure = -33.80kPa
Hold Time = As per Table 22.6
Allowable Loss in Nominated Timeframe = 3.40kPa -
Structures to be Tested
Structure
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Structure Identification Details
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Structure Diameter
- 900mm diameter
- 1050mm diameter
- 1200mm diameter
- 1350mm diameter
- 1500mm diameter
- 1800mm diameter
- 2100mm diameter
- 2400mm diameter
- 3000mm diameter
- 3600mm diameter
- 4000mm diameter
- Square
- Rectangular
- Other
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 14 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 18 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 21 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 25 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 29 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 32 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 35 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 39 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 42 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 46 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 49 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 53 SECONDS
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 17 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 21 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 25 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 30 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 34 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 38 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 42 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 46 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 51 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 55 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 59 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 63 SECONDS
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 20 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 25 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 30 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 35 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 40 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 45 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 50 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 55 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 59 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 64 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 69 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 74 SECONDS
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 26 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 33 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 39 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 46 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 52 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 59 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 65 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 72 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 78 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 85 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 91 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 98 SECONDS
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 33 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 41 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 49 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 57 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 65 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 73 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 81 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 89 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 97 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 105 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 113 SECONDS
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in 121 SECONDS
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Calculated HOLD Time?
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Please refer to WSA 02-2002-2.3 Table 22.6 and calculate to suit actual manhole sizing or contact TestX Supervisor
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Structure Size
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Calculated HOLD Time?
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Accept the structure under test if the test vacuum loss is =/<3.40kPa in Calculated hold time
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RESULT
Test Procedure
Confirm Project Information
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Structures to be inspected and their details
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Testing specification requirements
Initial Work Area Inspection
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Is test area barricaded off or sufficiently delineated?
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Is traffic control established?
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Has a Safe Work Method Statement been completed and all control measures followed?
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Has a Confined Space Risk Assessment & Entry Permit been completed?
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Is the confined space equipment and procedures set up as per the Risk Assessment & Entry Permit conditions followed?
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Structure lid removed and placed at a safe distance from the entry point
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Environmental controls installed as and if required
Inspection Steps
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Equipment checked and in good working order
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Insert test plugs into structure inlets with extendable pole if possible so confined space risks are avoided
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Inflate plugs and add support as per manufacturer's specifications
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Place test plate, attach to vacuum pump and vacuum down manhole to test pressure
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Allow for vacuum to stabilise for an amount of time as per specifications
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Hold vacuum for time specified in specifications and record result
Disassemble Steps
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Disconnect hose from vacuum pump and release pressure from structure
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Remove test plate, release pressure from plugs and carefully retrieve plugs out of structure
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Replace structure lid, remove barricading and return all items to test unit
Final Demobilisation
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Notify client of result and to contact TestX office to arrange further testing or reports
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Calibrated gauge numbers used
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Inspector's remarks
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Photo of work area and inspected structures
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I declare that the inspection procedure was followed in accordance with the nominated specifications
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Inspection Completed
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Report Issue Date