Concrete 25 MPa 30% fly ash, at batching plant {AU}| | AusLCI, U

Unit process Australia v00.00.001

Included processes: Includes the complete manufacturing process to produce ready-mix concrete at plant (raw material provision, raw material mixing, transportation, energy and plant use). No administration is included. Wastewater and some solid wastes are considered. No dust is accounted for. Doesn't include transporting concrete to site. Remark: The amount of cement is adopted as per GBCA Geography: Concrete batching plants in Australia Technology: The concrete production is based on ready-mix concrete production in Australia Record: Data entry by: Bharat Sharma Telephone: +61 449 787 612; E-mail: brett@lifecycles.com.au; Company: Lifecycle Strategies; Country: AU Generator: Generator/publicator: Bharat Sharma Telephone: +61 449 787 612; E-mail: brett@lifecycles.com.au; Company: Lifecycle Strategies; Country: AU

Sector
Construction
Contributor
—
Last updated
12 Oct 2026
Reference ID
1044ca79-c367-32e4-a405-9ff29b170b4c

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Documentation

Quantitative reference
Concrete 25 MPa 30% fly ash, at batching plant {AU}| | AusLCI, U
Sampling procedure
Average data for the Australian industry based on ecoinvent process
Creation date
27 Mar 2015
Is copyright protected
No
Is infrastructure process
No
Tags
material
Sources
Green Building Council Australia (2012)

Product outputs

Flow AmountUnitComment
Concrete 25 MPa 30% fly ash, at batching plant {AU}| | AusLCI, U 1.0 m3 AUSTRALIA

Technical inputs

Flow AmountUnitComment
Concrete mixing factory {GLO}| market for concrete mixing factory | Cut-off, U 0.000000457 Item(s) (2,1,1,1,1,5); as ecoinvent process
Diesel, burned in building machine {GLO}| market for diesel, burned in building machine | Cut-off, U 22.7 MJ (2,1,1,2,1,5); as ecoinvent process
Electricity, low voltage {AU}| market for electricity, low voltage | AusLCI, U 4.36 kWh (2,1,1,1,1,5); as ecoinvent process
Fly ash, delivered to plant {AU}| | AusLCI, U 121.74629999999999 kg —
Gravel, crushed {RoW}| market for gravel, crushed | Cut-off, U 1255.6004319279364 kg (4,1,1,3,1,5)
Ground granulated blast furnace slag, at cement plant {AU}| | AusLCI, U 0.0 kg —
Heat, district or industrial, other than natural gas {RoW}| heat production, heavy fuel oil, at industrial furnace 1MW | Cut-off, U 3.09 MJ (2,1,1,1,1,5); as ecoinvent process
Heat, district or industrial, other than natural gas {RoW}| heat production, light fuel oil, at industrial furnace 1MW | Cut-off, U 13.3 MJ (2,1,1,1,1,5); as ecoinvent process
Lubricating oil {RoW}| market for lubricating oil | Cut-off, U 0.0119 kg (2,1,1,2,1,5); as ecoinvent process
Melamine formaldehyde resin {RoW}| market for melamine formaldehyde resin | Cut-off, U 1.5608499999999998 kg —
Natural gas, burned in tangential fired boiler {AU}| | AusLCI, U 1.16 MJ (2,1,1,2,1,5); as ecoinvent process
Ordinary portland cement, Australian average {AU}| | AusLCI, U 218.51899999999998 kg (1,1,1,1,1,5)
Recycled aggregate, at plant {AU}| | AusLCI, U 0.0 kg (4,1,1,3,1,5)
Sand {RoW}| market for sand | Cut-off, U 650.0889810277777 kg (4,1,1,3,1,5)
Steel, low-alloyed {GLO}| market for steel, low-alloyed | Cut-off, U 0.0238 kg (2,1,1,2,1,5); as ecoinvent process
Synthetic rubber {GLO}| market for synthetic rubber | Cut-off, U 0.00713 kg (2,1,1,2,1,5); as ecoinvent process
Tap water, at user, Australia {AU}| | AusLCI, U 149.71673199999998 kg (4,1,1,3,1,5)
Transport, truck, 40t load {AU}| | AusLCI, U 32.7319801947486 t*km (2,1,1,1,1,5);
Transport, truck, 40t load {AU}| | AusLCI, U 46.8255 t*km (2,1,1,2,1,5);
Transport, truck, 40t load {AU}| | AusLCI, U 63.21948174757159 t*km (2,1,1,1,1,5);

Outputs to treatment

Flow AmountUnitComment
Waste concrete {RoW}| treatment of waste concrete, inert material landfill | Cut-off, U 16.9 kg (2,1,1,1,1,5); as ecoinvent process
Waste treatment, inert waste, at landfill {AU}| | AusLCI, U 0.0951 kg (2,1,1,1,1,5); as ecoinvent process
Wastewater from concrete production {RoW}| market for wastewater from concrete production | Cut-off, U 0.0143 m3 (2,1,1,1,1,5); as ecoinvent process

Parameters

NameValueFormulaDescription
km_sand 50.0 — from quarry to concrete batching plant
vol_slag — m_slag/sg_slag/1000 cum
km_gravel 50.0 — from quarry to concrete batching plant
km_cementitious 150.0 — from cement plant to concrete batching plant
tkm_gravel 63.21948174757159 m_gravel*km_gravel/1000*(1+fr_waste) t-km
m_admix 1.5608499999999998 (fr_admix*m_cementitious)*(1+fr_waste) kg
vol_aggre 0.7429588354603174 (1+fr_waste)-(vol_cement+vol_water+vol_admix+vol_flyash+vol_slag) cum
vol_flyash 0.04348082142857143 m_flyash/sg_flyash/1000 cum
fr_waste 0.007 — fraction of waste generated at batching plant, as per ecoinvent
sg_slag 2.9 — http://www.slagcement.org/Sustainability/pdf/No2_Proportioning.pdf
fr_admix 0.005 — % of admixtures by mass of cementitious material
sg_water 1.0 — —
sg_admix 1.06 — file:///C:/Users/Timothy/Downloads/MENT-ECO%203Re%20-%20665%20(2).pdf
sg_gravel 2.6 — http://www.engineeringcivil.com/m-35-mix-designs-as-per-is-10262-2009.html
tkm_sand 32.7319801947486 m_sand*km_sand/1000*(1+fr_waste) t-km
m_cement 218.51899999999998 m_cementitious*(1-(fr_slag+fr_flyash))*(1+fr_waste) —
m_water 149.71673199999998 (m_cement+m_slag+m_flyash)*wc_ratio kg
sg_cement 3.15 — http://www.engineeringcivil.com/theory/concrete-engineering/mix-design/page/3
tkm_cementitious 46.8255 m_cementitious*km_cementitious/1000*(1+fr_waste) t-km
rep_rate 1.3 — Replacement factor for slag and fly ash
sg_flyash 2.8 — http://www.boralna.com/flyash/faq.asp
fr_gravel 0.65 — fraction of aggreagte in total fine + coarse aggregate
m_concrete 2380.451668891024 (m_cement+m_sand+m_gravel+m_flyash+m_slag+m_admix+m_water)*(1-fr_waste) kg; mass of net concrete
vol_water 0.149716732 m_water/sg_water/1000 cum
fr_sand 0.35 — fraction of sand in total fine + coarse aggregate
m_sand 650.0889810277777 (vol_aggre*fr_sand*sg_sand*1000) kg
m_cementitious 310.0 — as per GBCA
RecAggFrac — — Fraction of Aggregate which is from recycled sources.
sg_sand 2.5 — http://www.engineeringcivil.com/m-35-mix-designs-as-per-is-10262-2009.html
m_gravel 1255.6004319279364 (vol_aggre*fr_gravel*sg_gravel*1000) kg
m_flyash 121.74629999999999 (fr_flyash*m_cementitious*rep_rate)*(1+fr_waste) kg
m_slag — (fr_slag*m_cementitious*rep_rate)*(1+fr_waste) kg
sg_concrete 2380.451668891024 m_concrete/1 kg/m3
wc_ratio 0.44 — water reuirement is assumed to be 5% less with use of SCM
vol_admix 0.0014724999999999996 m_admix/sg_admix/1000 cum
fr_flyash 0.3 — % of cementitious material
vol_cement 0.0693711111111111 m_cement/sg_cement/1000 cum
fr_slag — — % of cementitious material