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Pervious concrete was first used in the
1800s in Europe.It became popular
again in the 1920s for two story homes
in Scotland and England. It became
increasingly viable in Europe after the
Second World War due to the
scarcity of cement. It did not become as
popular in the US until the 1970s.
Pervious Concrete:
 PCPC is composed of portland cement, coarse aggregate, water, and admixtures.
 lack of fine aggregate causes the concrete to have a void structure.
which allows liquids and air to pass through the concrete and into a sub-base
APPLICATIONS:
Sidewalks
Parking Areas
Residential
Flatwork
Drainage Areas
Courtyards
Should We Use Pervious Concrete:
• Green Building alternative suitable for many applications
• Natural run-off allows rainwater to drain directly to sub-base
• Reduced construction requirements for drainage structures
• Reduced pollution prevents environmental damage
pervious concrete as a Best Management Practice (BMP), and
building owners and designers are realizing more efficient
land utilization while acquiring LEED credits through the use
of pervious concrete structures.
i. The addition of a small amount of sand will
increase the Strength. water to cement ratio
0.28 to 0.40 with a Void content of 15 to 25 %
ii. This allowes proprerty owners to develop a
large areas of available property at a lower cost
iii. Pervious concrete also naturally filters storm
water and can reduce pollulant load in the
streams,ponds and rivers
Placing Pervious Concrete
Jointing Pervious Concrete
Curing Pervious Concrete
Getting Started
Pervious Concrete is a very design dependent mixture and
should achieve a 15-25% air void structure.
Aggregate gradation is one of the key elements of a successful
project. The aggregate must be clean and
appropriately graded. 3/8" ‘rounded gravel’ or limestone is
typically used. Cement contents vary but generally
fall in the 500 – 650 lb/yd3 (300-385 kg/m3) range. Water content
is kept as low as possible in order to maintain
Euclid Chemical manufactures and supplies
various admixtures to aid in the production, placement, leveling,
and curing of pervious concrete.
Typical Mix Design
Material lb/yd3 kg/m3
Cement 600 356
Coarse Aggregate
3/8 Limestone
2600 1543
Water 160 95
w/cm 0.27 0.27
Euclid Admixtures oz/cwt mL/100kg
plastol5500 2.5 160
Eucon W.O. 4.0 260
Eucon ABS 8.0 520
Typical Concrete Properties
Plastic Properties lb/ft3 kg/m3
Density 120-125 1900-2000
Voids Content 25-30%
Hardened
Properties
psi MPa
7 day compressive
strength
1500-2000 10-14
28 day compressive
strength
1800-2900 12-20
28 day flexural
strength
450-600 3-4
Pervious concrete

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Pervious concrete

  • 1.
  • 2.
  • 3.
  • 4. Pervious concrete was first used in the 1800s in Europe.It became popular again in the 1920s for two story homes in Scotland and England. It became increasingly viable in Europe after the Second World War due to the scarcity of cement. It did not become as popular in the US until the 1970s.
  • 5. Pervious Concrete:  PCPC is composed of portland cement, coarse aggregate, water, and admixtures.  lack of fine aggregate causes the concrete to have a void structure. which allows liquids and air to pass through the concrete and into a sub-base
  • 7. Should We Use Pervious Concrete: • Green Building alternative suitable for many applications • Natural run-off allows rainwater to drain directly to sub-base • Reduced construction requirements for drainage structures • Reduced pollution prevents environmental damage pervious concrete as a Best Management Practice (BMP), and building owners and designers are realizing more efficient land utilization while acquiring LEED credits through the use of pervious concrete structures.
  • 8. i. The addition of a small amount of sand will increase the Strength. water to cement ratio 0.28 to 0.40 with a Void content of 15 to 25 % ii. This allowes proprerty owners to develop a large areas of available property at a lower cost iii. Pervious concrete also naturally filters storm water and can reduce pollulant load in the streams,ponds and rivers
  • 9. Placing Pervious Concrete Jointing Pervious Concrete Curing Pervious Concrete
  • 10. Getting Started Pervious Concrete is a very design dependent mixture and should achieve a 15-25% air void structure. Aggregate gradation is one of the key elements of a successful project. The aggregate must be clean and appropriately graded. 3/8" ‘rounded gravel’ or limestone is typically used. Cement contents vary but generally fall in the 500 – 650 lb/yd3 (300-385 kg/m3) range. Water content is kept as low as possible in order to maintain Euclid Chemical manufactures and supplies various admixtures to aid in the production, placement, leveling, and curing of pervious concrete.
  • 11. Typical Mix Design Material lb/yd3 kg/m3 Cement 600 356 Coarse Aggregate 3/8 Limestone 2600 1543 Water 160 95 w/cm 0.27 0.27 Euclid Admixtures oz/cwt mL/100kg plastol5500 2.5 160 Eucon W.O. 4.0 260 Eucon ABS 8.0 520
  • 12. Typical Concrete Properties Plastic Properties lb/ft3 kg/m3 Density 120-125 1900-2000 Voids Content 25-30% Hardened Properties psi MPa 7 day compressive strength 1500-2000 10-14 28 day compressive strength 1800-2900 12-20 28 day flexural strength 450-600 3-4