Project Information
-
Document No.
-
Part No.
-
Revision No.
-
Client Name
-
Project Name
-
Inspection Started
-
Prepared by
-
Location
Test Details
-
Drawings Supplied
-
Drawing Number
-
Drawing Revision
-
Drawing Date
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Drawing Approval RPEQ
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Specifications Required
- Water Services Association
- Urban Utilities
- Gold Coast City Council
- Redland Shire Council
- Ballina Shire Council
- Tweed Shire Council
- Logan City Council
- SEQ Code
- Ipswich City Council
- Project Specifications
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Use WSA Specifications
-
Settle Time = 24 hours
Test Pressure = Equivalent to Pressure Rating of Pipeline & Fittings
HOLD Time = 8 hours -
Pipeline Pressure Rating and Time Pressure Applied
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Use WSA Specifications
-
Settle Time = 24 hours
Test Pressure = Equivalent to Pressure Rating of Pipeline & Fittings
HOLD Time = 8 hours -
Pipeline Pressure Rating and Time Pressure Applied
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Use WSA Specifications
-
Settle Time = 24 hours
Test Pressure = Equivalent to Pressure Rating of Pipeline & Fittings
HOLD Time = 8 hours -
Pipeline Pressure Rating and Time Pressure Applied
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Use WSA Specifications
-
Settle Time = 24 hours
Test Pressure = Equivalent to Pressure Rating of Pipeline & Fittings
HOLD Time = 8 hours -
Pipeline Pressure Rating and Time Pressure Applied
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Use WSA Specifications
-
Settle Time = 24 hours
Test Pressure = Equivalent to Pressure Rating of Pipeline & Fittings
HOLD Time = 8 hours -
Pipeline Pressure Rating and Time Pressure Applied
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Saturation Time = 3 - 24 hours (Cement Lined = 24 hours)
Test Pressure = DP < STP < 1.25 x DP
= Design Pressure < Test Pressure < 1.25 x Design Pressure
If Testing at High Point = STP > DP
If Testing at Low Point = 1.25 x DP
HOLD Time = 4 hours, with pump up every 30 minutes
Allowable Loss (L/hr) =/< 0.14 x Internal Diameter (m) x Length (km) x Test Pressure (metres of head) -
Test Pressure (kPa)
-
HOUR 0.5 Water Added (L)
-
HOUR 1.0 Water Added (L)
-
HOUR 1.5 Water Added (L)
-
HOUR 2.0 Water Added (L)
-
HOUR 2.5 Water Added (L)
-
HOUR 3.0 Water Added (L)
-
HOUR 3.5 Water Added (L)
-
HOUR 4.0 Water Added (L)
-
Maximum Allowable Loss Per Hour & Total (L)
-
RESULT
-
Max. Test Pressure = x1.25 maximum working pressure (receive direction from office or direct Supervisor onsite)
Settle/Soak Time = 12 hours
Complete 5 hour test, recording volume of water added at the end of each hour to maintain Test Pressure -
Test Pressure (kPa)
-
HOUR 1 Water Added (L)
-
HOUR 2 Water Added (L)
-
HOUR 3 Water Added (L)
-
HOUR 4 Water Added (L)
-
HOUR 5 Water Added (L)
-
V(all) = 0.14 x Pipeline Length (km) x Pipeline Diameter (m) x Head Pressure (I.e. 1200kPa = 122.4meters of head) 5th Hr Volume Add =/< 0.55 x 3rd Hr Volume Add + V(all) Allowable Volume Add? (L)
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Saturation Time = 3 - 24 hours (Cement Lined = 24 hours)
Test Pressure = DP < STP < 1.25 x DP
= Design Pressure < Test Pressure < 1.25 x Design Pressure
If Testing at High Point = STP > DP
If Testing at Low Point = 1.25 x DP
HOLD Time = 4 hours, with pump up every 30 minutes
Allowable Loss (L/hr) =/< 0.14 x Internal Diameter (m) x Length (km) x Test Pressure (metres of head) -
Test Pressure (kPa)
-
HOUR 0.5 Water Added (L)
-
HOUR 1.0 Water Added (L)
-
HOUR 1.5 Water Added (L)
-
HOUR 2.0 Water Added (L)
-
HOUR 2.5 Water Added (L)
-
HOUR 3.0 Water Added (L)
-
HOUR 3.5 Water Added (L)
-
HOUR 4.0 Water Added (L)
-
Maximum Allowable Loss Per Hour & Total (L)
-
RESULT
-
Max. Test Pressure = x1.25 maximum working pressure (receive direction from office or direct Supervisor onsite)
Settle/Soak Time = 12 hours
Complete 5 hour test, recording volume of water added at the end of each hour to maintain Test Pressure -
Test Pressure (kPa)
-
HOUR 1 Water Added (L)
-
HOUR 2 Water Added (L)
-
HOUR 3 Water Added (L)
-
HOUR 4 Water Added (L)
-
HOUR 5 Water Added (L)
-
V(all) = 0.14 x Pipeline Length (km) x Pipeline Diameter (m) x Head Pressure (I.e. 1200kPa = 122.4meters of head) 5th Hr Volume Add =/< 0.55 x 3rd Hr Volume Add + V(all) Allowable Volume Add? (L)
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Saturation Time = 3 - 24 hours (Cement Lined = 24 hours)
Test Pressure = DP < STP < 1.25 x DP
= Design Pressure < Test Pressure < 1.25 x Design Pressure
If Testing at High Point = STP > DP
If Testing at Low Point = 1.25 x DP
HOLD Time = 4 hours, with pump up every 30 minutes
Allowable Loss (L/hr) =/< 0.14 x Internal Diameter (m) x Length (km) x Test Pressure (metres of head) -
Test Pressure (kPa)
-
HOUR 0.5 Water Added (L)
-
HOUR 1.0 Water Added (L)
-
HOUR 1.5 Water Added (L)
-
HOUR 2.0 Water Added (L)
-
HOUR 2.5 Water Added (L)
-
HOUR 3.0 Water Added (L)
-
HOUR 3.5 Water Added (L)
-
HOUR 4.0 Water Added (L)
-
Maximum Allowable Loss Per Hour & Total (L)
-
RESULT
-
Max. Test Pressure = x1.25 maximum working pressure (receive direction from office or direct Supervisor onsite)
Settle/Soak Time = 12 hours
Complete 5 hour test, recording volume of water added at the end of each hour to maintain Test Pressure -
Test Pressure (kPa)
-
HOUR 1 Water Added (L)
-
HOUR 2 Water Added (L)
-
HOUR 3 Water Added (L)
-
HOUR 4 Water Added (L)
-
HOUR 5 Water Added (L)
-
V(all) = 0.14 x Pipeline Length (km) x Pipeline Diameter (m) x Head Pressure (I.e. 1200kPa = 122.4meters of head) 5th Hr Volume Add =/< 0.55 x 3rd Hr Volume Add + V(all) Allowable Volume Add? (L)
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Saturation Time = 3 - 24 hours (Cement Lined = 24 hours)
Test Pressure = DP < STP < 1.25 x DP
= Design Pressure < Test Pressure < 1.25 x Design Pressure
If Testing at High Point = STP > DP
If Testing at Low Point = 1.25 x DP
HOLD Time = 4 hours, with pump up every 30 minutes
Allowable Loss (L/hr) =/< 0.14 x Internal Diameter (m) x Length (km) x Test Pressure (metres of head) -
Test Pressure (kPa)
-
HOUR 0.5 Water Added (L)
-
HOUR 1.0 Water Added (L)
-
HOUR 1.5 Water Added (L)
-
HOUR 2.0 Water Added (L)
-
HOUR 2.5 Water Added (L)
-
HOUR 3.0 Water Added (L)
-
HOUR 3.5 Water Added (L)
-
HOUR 4.0 Water Added (L)
-
Maximum Allowable Loss Per Hour & Total (L)
-
RESULT
-
Max. Test Pressure = x1.25 maximum working pressure (receive direction from office or direct Supervisor onsite)
Settle/Soak Time = 12 hours
Complete 5 hour test, recording volume of water added at the end of each hour to maintain Test Pressure -
Test Pressure (kPa)
-
HOUR 1 Water Added (L)
-
HOUR 2 Water Added (L)
-
HOUR 3 Water Added (L)
-
HOUR 4 Water Added (L)
-
HOUR 5 Water Added (L)
-
V(all) = 0.14 x Pipeline Length (km) x Pipeline Diameter (m) x Head Pressure (I.e. 1200kPa = 122.4meters of head) 5th Hr Volume Add =/< 0.55 x 3rd Hr Volume Add + V(all) Allowable Volume Add? (L)
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Saturation Time = 3 - 24 hours (Cement Lined = 24 hours)
Test Pressure = DP < STP < 1.25 x DP
= Design Pressure < Test Pressure < 1.25 x Design Pressure
If Testing at High Point = STP > DP
If Testing at Low Point = 1.25 x DP
HOLD Time = 4 hours, with pump up every 30 minutes
Allowable Loss (L/hr) =/< 0.14 x Internal Diameter (m) x Length (km) x Test Pressure (metres of head) -
Test Pressure (kPa)
-
HOUR 0.5 Water Added (L)
-
HOUR 1.0 Water Added (L)
-
HOUR 1.5 Water Added (L)
-
HOUR 2.0 Water Added (L)
-
HOUR 2.5 Water Added (L)
-
HOUR 3.0 Water Added (L)
-
HOUR 3.5 Water Added (L)
-
HOUR 4.0 Water Added (L)
-
Maximum Allowable Loss Per Hour & Total (L)
-
RESULT
-
Max. Test Pressure = x1.25 maximum working pressure (receive direction from office or direct Supervisor onsite)
Settle/Soak Time = 12 hours
Complete 5 hour test, recording volume of water added at the end of each hour to maintain Test Pressure -
Test Pressure (kPa)
-
HOUR 1 Water Added (L)
-
HOUR 2 Water Added (L)
-
HOUR 3 Water Added (L)
-
HOUR 4 Water Added (L)
-
HOUR 5 Water Added (L)
-
V(all) = 0.14 x Pipeline Length (km) x Pipeline Diameter (m) x Head Pressure (I.e. 1200kPa = 122.4meters of head) 5th Hr Volume Add =/< 0.55 x 3rd Hr Volume Add + V(all) Allowable Volume Add? (L)
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Saturation Time = 3 - 24 hours (Cement Lined = 24 hours)
Test Pressure = DP < STP < 1.25 x DP
= Design Pressure < Test Pressure < 1.25 x Design Pressure
If Testing at High Point = STP > DP
If Testing at Low Point = 1.25 x DP
HOLD Time = 4 hours, with pump up every 30 minutes
Allowable Loss (L/hr) =/< 0.14 x Internal Diameter (m) x Length (km) x Test Pressure (metres of head) -
Test Pressure (kPa)
-
HOUR 0.5 Water Added (L)
-
HOUR 1.0 Water Added (L)
-
HOUR 1.5 Water Added (L)
-
HOUR 2.0 Water Added (L)
-
HOUR 2.5 Water Added (L)
-
HOUR 3.0 Water Added (L)
-
HOUR 3.5 Water Added (L)
-
HOUR 4.0 Water Added (L)
-
Maximum Allowable Loss Per Hour & Total (L)
-
RESULT
-
Max. Test Pressure = x1.25 maximum working pressure (receive direction from office or direct Supervisor onsite)
Settle/Soak Time = 12 hours
Complete 5 hour test, recording volume of water added at the end of each hour to maintain Test Pressure -
Test Pressure (kPa)
-
HOUR 1 Water Added (L)
-
HOUR 2 Water Added (L)
-
HOUR 3 Water Added (L)
-
HOUR 4 Water Added (L)
-
HOUR 5 Water Added (L)
-
V(all) = 0.14 x Pipeline Length (km) x Pipeline Diameter (m) x Head Pressure (I.e. 1200kPa = 122.4meters of head) 5th Hr Volume Add =/< 0.55 x 3rd Hr Volume Add + V(all) Allowable Volume Add? (L)
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Saturation Time = 3 - 24 hours (Cement Lined = 24 hours)
Test Pressure = DP < STP < 1.25 x DP
= Design Pressure < Test Pressure < 1.25 x Design Pressure
If Testing at High Point = STP > DP
If Testing at Low Point = 1.25 x DP
HOLD Time = 4 hours, with pump up every 30 minutes
Allowable Loss (L/hr) =/< 0.14 x Internal Diameter (mm) x Length (km) x Test Pressure (metres of head) -
Test Pressure (kPa)
-
HOUR 0.5 Water Added (L)
-
HOUR 2.0 Water Added (L)
-
HOUR 2.5 Water Added (L)
-
HOUR 3.0 Water Added (L)
-
HOUR 3.5 Water Added (L)
-
HOUR 4.0 Water Added (L)
-
Maximum Allowable Loss Per Hour & Total (L)
-
RESULT
-
Max. Test Pressure = x1.25 maximum working pressure (receive direction from office or direct Supervisor onsite)
Settle/Soak Time = 12 hours
Complete 5 hour test, recording volume of water added at the end of each hour to maintain Test Pressure -
Test Pressure (kPa)
-
HOUR 1 Water Added (L)
-
HOUR 2 Water Added (L)
-
HOUR 3 Water Added (L)
-
HOUR 4 Water Added (L)
-
HOUR 5 Water Added (L)
-
V(all) = 0.14 x Pipeline Length (km) x Pipeline Diameter (m) x Head Pressure (I.e. 1200kPa = 122.4meters of head) 5th Hr Volume Add =/< 0.55 x 3rd Hr Volume Add + V(all) Allowable Volume Add? (L)
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Pipeline Diameter
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
Saturation Time = 3 - 24 hours (Cement Lined = 24 hours)
Test Pressure = DP < STP < 1.25 x DP
= Design Pressure < Test Pressure < 1.25 x Design Pressure
If Testing at High Point = STP > DP
If Testing at Low Point = 1.25 x DP
HOLD Time = 4 hours, with pump up every 30 minutes
Allowable Loss (L/hr) =/< 0.14 x Internal Diameter (mm) x Length (km) x Test Pressure (metres of head) -
Test Pressure (kPa)
-
HOUR 0.5 Water Added (L)
-
HOUR 1.0 Water Added (L)
-
HOUR 1.5 Water Added (L)
-
HOUR 2.0 Water Added (L)
-
HOUR 2.5 Water Added (L)
-
HOUR 3.0 Water Added (L)
-
HOUR 3.5 Water Added (L)
-
HOUR 4.0 Water Added (L)
-
Maximum Allowable Loss Per Hour & Total (L)
-
RESULT
-
Max. Test Pressure = x1.25 maximum working pressure (receive direction from office or direct Supervisor onsite)
Settle/Soak Time = 12 hours
Complete 5 hour test, recording volume of water added at the end of each hour to maintain Test Pressure -
Test Pressure (kPa)
-
HOUR 1 Water Added (L)
-
HOUR 2 Water Added (L)
-
HOUR 3 Water Added (L)
-
HOUR 4 Water Added (L)
-
HOUR 5 Water Added (L)
-
V(all) = 0.14 x Pipeline Length (km) x Pipeline Diameter (m) x Head Pressure (I.e. 1200kPa = 122.4meters of head) 5th Hr Volume Add =/< 0.55 x 3rd Hr Volume Add + V(all) Allowable Volume Add? (L)
-
RESULT
-
Additional Pipeline
-
HOUR 1.5 Water Added (L)
-
HOUR 1.0 Water Added (L)
-
Fill and bleed line at a rate of 0.05m/s
Test Head Pressure = 1350kPa
Hold Time = 1 hour
NO MOVEMENT (LOSS) -
Pipeline Chainage/s or Identification Detail/s
-
Diameter of Pipeline
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
PE Water Pipelines to be tested under WSA Specifications. Please adjust Specification input
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Diameter of Pipeline
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
PE Water Pipelines to be tested under WSA Specifications. Please adjust Specification input
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Diameter of Pipeline
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
PE Water Pipelines to be tested under WSA Specifications. Please adjust Specification input
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Diameter of Pipeline
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
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Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
PE Water Pipelines to be tested under WSA Specifications. Please adjust Specification input
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Diameter of Pipeline
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
PE Water Pipelines to be tested under WSA Specifications. Please adjust Specification input
-
RESULT
-
Additional Pipeline
-
Enter details of Project Specifications Must include initial maximum fill rate, settle/soak time, hydrostatic pressure and allowable loss (if any)
-
Pipeline Chainage/s or Identification Detail/s
-
Diameter of Pipeline
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Diameter of Pipeline
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Diameter of Pipeline
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
RESULT
-
Additional Pipeline
-
Pipeline Chainage/s or Identification Detail/s
-
Diameter of Pipeline
- 32mm diameter OD
- 65mm diameter OD
- 90mm diameter
- 100mm diameter
- 110mm diameter
- 125mm diameter
- 150mm diameter
- 180mm diameter
- 200mm diameter
- 225mm diameter
- 250mm diameter
- 300mm diameter
- 315mm diameter
- 355mm diameter
- 375mm diameter
- 450mm diameter
- 525mm diameter
- 600mm diameter
- 675mm diameter
- 750mm diameter
- 825mm diameter
- 900mm diameter
-
Pipeline Construction Type
- PVC
- Ductile Iron Cement Lined
- Glass Reinforced Plastic
- PE / MDPE
- Mild Steel Cement Lined
- Steel
-
RESULT
-
Additional Pipeline
Test Procedure
Confirm Project Information
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Pipeline/s to be Tested
-
Pipeline Details
-
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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Completed Safe Work Method Statement and followed all control measures
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Inform direct Supervisor to clear all personnel and pedestrians from pipeline under test and move to a safe distance
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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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Describe Faults
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Gauge Numbers Used
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Calculate volume of water to be added to pipeline. If water is to be supplied by water cart, inform direct Supervisor of quantity required
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Use closest existing water hydrant and securely connect relevant standpipe
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Connect pipeline and existing hydrant to water pump
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Pressurise pipeline to pressure as nominated by the relevant Specification
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Visually inspect pipeline for signs of leak, via water rising to the surface or ground movement caused by thrust block displacement
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Add water to pipeline in accordance with the Specifications to maintain test pressure
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Hold test pressure for time and add water as nominated in Specification and record result
Disassemble Steps
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Close valve to pipeline under pressure and disconnect pump
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Release and disuse water as directed by direct Supervisor onsite
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Unscrew standpipes and return to vehicle
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All barricading and delineation material removed
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All environmental controls removed
Final Demobilisation
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Notify Client of result
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Notify Client to contact Test & Poly office to arrange further testing or for Test Certificates
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Final sweep of work area and return all equipment to vehicle
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Inspector's Remarks
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Add photo of site prior to leaving
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Add mud map if no drawings provided
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I declare that the above inspection procedure was followed in accordance with the above procedure and nominated Specifications. The designed pressure was adhered to for the pipelines inspected including diameter, length and pipeline type.
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Inspection Completed
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Report Issue Date