Concrete Pipe Selector v4

Concrete Pipe Association of Australasia Concrete Pipe Selector Pipe Load Summary Sheet

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DESIGN OF 1200 DIA. RRJ DRAINAGE PIPE Date: 26-Jul-2016

Client And Project Details Client: JKR Project: FT54 Description: Other:

Designer: Company: File: Design No.:

Design Parameters Installation Condition: Projection Type: Pipe Nominal Diameter (mm): Pipe External Diameter, D (mm): Soil Type: Soil Density (kN/m³): Soil Parameter Kµ: Width, B (m): Height Of Fill, H (m): Projection Height, h (m): Projection Ratio, p (h/D): Support Type: Bedding Factor:

MK DPI New Design ML 01

embankment positive 1200 1372 wet clay 20 0.1100 1.900 0.968 0.412 0.300 HS2 2.5

Load Cases/Combinations Considered (controlling load case/combination highlighted.) Load Description* Fill Height (m) Wg/2.5 Wq/1.5 Earth 0.968 11.5 W7 Wheel 0.968 11.5 12.9 T44 Vehicle 0.968 11.5 17.0 HLP320 Vehicle 0.968 11.5 19.3

Tc 11.5 24.4 28.5 30.8

All loads in kN/m. *Includes earth load at fill height shown.

Controlling Loads: Minimum Test Load:

Earth + HLP320 Vehicle Tc = 11.5 + 19.3 = 30.8 kN/m

Adopt 1200 dia. Class 2 RRJ pipe (1200/2 RRJ) in accordance with AS 4058. Design Notes: 1. A nominal pipe wall thickness of 73 mm has been assumed. 2. The width B is less than the AS 3725 - 1989 minimum of 1.972 m.

Concrete Pipe Selector v4.0 © Concrete Pipe Association of Australasia, Locked Bag 2011, St Leonards, NSW 1590

Pipe Class 2 2 2 2

Concrete Pipe Association of Australasia Concrete Pipe Selector Pipe Installation and Quantities Sheet

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INSTALLATION OF 1200 DIA. CLASS 2 RRJ DRAINAGE PIPE Date: 26-Jul-2016

Client And Project Details Client: JKR Project: FT54 Description: Other:

Designer: Company: File: Design No.:

Design Parameters Installation Condition: Projection Type: Pipe Nominal Diameter (mm): Pipe External Diameter, D (mm): Width, B (m): Height Of Fill, H (m): Projection Height, h (m): Projection Ratio, p (h/D): Support Type: Excavation Volume (solid) (m³/m):

Installation Quantities Support Zone

Bed zone Haunch zone Side zone Overlay zone

Depth (mm) X = 100 Y = 415 V = 550 O = 300

embankment positive 1200 1372 1.900 0.968 0.412 0.300 HS2 2.1

Quantities(m³/m) Solid Loose 0.190 0.412 0.312 0.683

0.228 0.494 0.374 1.025

Material Grading Requirements Sieve Size (mm) Bed & Haunch Zones (% mass passing) Side Zone (% mass passing) Construction Equipment Requirements Name

MK DPI New Design ML 01

75.0 100

Minimum Zone Compaction (%) Density Index Relative Density (for cohesionless soils) (standard compaction) 60 60 60 90 as per project specification as per project specification

19.0 100 -

9.5 100-50

2.36 100-50 100-30

0.60 90-20 50-15

Description

0.30 60-10 -

0.15 25-0 -

0.075 10-0 20-0

Min. Height Of Fill* (mm)

*Equipment is not to be used below this height of fill over top of pipe.

Installation Specification Notes: 1. All bed, haunch and side zone material passing the 0.075 mm sieve to have low plasticity (AS 1726). 2. Ordinary fill material to have no stones > 150 mm dia., and no more than 20% to be 75-150 mm. 3. For additional information refer to the project specification. 4. A nominal pipe wall thickness of 73 mm has been assumed. 5. The width B is less than the AS 3725 - 1989 minimum of 1.972 m.

Concrete Pipe Selector v4.0 © Concrete Pipe Association of Australasia, Locked Bag 2011, St Leonards, NSW 1590

Concrete Pipe Association of Australasia Concrete Pipe Selector Detailed Load Report

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DESIGN OF 1200 DIA. CLASS 2 RRJ DRAINAGE PIPE Date: 26-Jul-2016

Client And Project Details Client: JKR Project: FT54 Description: Other:

Designer: Company: File: Design No.:

MK DPI New Design ML 01

Load Cases/Combinations Considered (controlling load case/combination highlighted) Load Description* Fill Height (m) Wg/2.5 Wq/1.5 Earth 0.968 11.5 W7 Wheel 0.968 11.5 12.9 T44 Vehicle 0.968 11.5 17.0 HLP320 Vehicle 0.968 11.5 19.3

Tc 11.5 24.4 28.5 30.8

All loads in kN/m. *Includes earth load at fill height shown.

Earth Height of fill, H = 0.968 m Embankment Condition, positive projection Settlement ratio, rs = 1.000 Projection ratio, p = 0.300 Equal plane of settlement height, He = 0.968 Spangler coefficient, C'e = 1.082 Working load due to earth fill, Wg = 28.7 kN/m W7 Wheel Footprint width at top of pipe, L1 = 1.904 m Footprint length at top of pipe, L2 = 1.604 m Footprint area, A = 3.054 m2 Load on footprint = 70.0 kN Impact factor = 1.10 Live load pressure at top of pipe, q = 25.213 kPa Minimum of L2 and D, S = 1.372 m Effective supporting length of pipe, Le = 3.396 m Working load due to live load, Wq = 19.4 kN/m

Concrete Pipe Selector v4.0 © Concrete Pipe Association of Australasia, Locked Bag 2011, St Leonards, NSW 1590

Pipe Class 2 2 2 2

Concrete Pipe Association of Australasia Concrete Pipe Selector Detailed Load Report DESIGN OF 1200 DIA. CLASS 2 RRJ DRAINAGE PIPE T44 Vehicle Vehicles passing, lane width = 3.000 m Footprint width at top of pipe, L1 = 6.604 m Footprint length at top of pipe, L2 = 2.804 m Footprint area, A = 18.518 m2 Load on footprint = 384.0 kN Impact factor = 1.10 Live load pressure at top of pipe, q = 22.811 kPa Minimum of L2 and D, S = 1.372 m Effective supporting length of pipe, Le = 8.096 m Working load due to live load, Wq = 25.5 kN/m HLP320 Vehicle Footprint width at top of pipe, L1 = 5.004 m Footprint length at top of pipe, L2 = 1.604 m Footprint area, A = 8.026 m2 Load on footprint = 200.0 kN Impact factor = 1.10 Live load pressure at top of pipe, q = 27.410 kPa Minimum of L2 and D, S = 1.372 m Effective supporting length of pipe, Le = 6.496 m Working load due to live load, Wq = 29.0 kN/m

Concrete Pipe Selector v4.0 © Concrete Pipe Association of Australasia, Locked Bag 2011, St Leonards, NSW 1590

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