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Precast concrete blocks
(IS 15658)
Jai prakash
Neeraj
Spcification
• Paver block
Aspect ratio < 4
• Aggregate
So3 < .5%
Water absorption < 2%
Nominal maximum size = 12 mm
• Pigment
Pigment quantity <9% by weight of cement concrete
Particles Should be finer than cement
• Durability
Dimension and tolerance :- Table 2
thickness and wearing layer :- Table 2
Compressive strength for individual paver block > 85% of specified strength (table 3)
Grade designation of paver blocks
Zero slump concrete
used.
Design according to
different traffic load as
per table1.
Quality of paver block
depends on
w/c,vibration,cement
grade,aggregate
quality,curing etc .
Precaution
Pigment shall not
contain zinc compound
.
Lead pigment shall not
be used .
Check visual defects
carefully .
The compressive
strength of two layer
block should meet the
specified requirement .
Requirements
Compressive strength requirement of paver block as per
table 3
For water absorption ,the mean value of 3 sample shall
not be more than 6% by mass of samples.
Sample requirement is given in table 4.
Tests for concrete block
Aspect ratio
Water
absorption
Compressive
strength
Abration
resistance
Tensile
splitting
strength
Flexural
strength
Freezing thaw
durability
Aspect ratio
Aspect ratio = mean length/mean depth
Water absorption
W(%) = (ww-wd)/wd
Ww = wet of block
removed after 24
hours immerging in
water
Wd = wet of specimen
after drying it in
ventilised oven at 107
degree for 24 hours
Compressive strength
C.S. = maximum load /
plan area
C.S. = apperent
compressive strength
of individual block.
Corrected compressive
strength is calculated
by multiplying c.s. to
correction factor given
in table
Abration resistance
•test is done on abration testing machine. It can be
done on dry as well as wet surface.
•calculate the density of wearing surface (PR).
•Disc speed should be 30rpm.
•dv is measure of abration resistance .
Table :- 1
Table : - 2
Table : - 3
Table 4

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precasted concrete block (IS 15658)

  • 1. Precast concrete blocks (IS 15658) Jai prakash Neeraj
  • 2. Spcification • Paver block Aspect ratio < 4 • Aggregate So3 < .5% Water absorption < 2% Nominal maximum size = 12 mm • Pigment Pigment quantity <9% by weight of cement concrete Particles Should be finer than cement • Durability Dimension and tolerance :- Table 2 thickness and wearing layer :- Table 2 Compressive strength for individual paver block > 85% of specified strength (table 3)
  • 3. Grade designation of paver blocks Zero slump concrete used. Design according to different traffic load as per table1. Quality of paver block depends on w/c,vibration,cement grade,aggregate quality,curing etc .
  • 4. Precaution Pigment shall not contain zinc compound . Lead pigment shall not be used . Check visual defects carefully . The compressive strength of two layer block should meet the specified requirement .
  • 5. Requirements Compressive strength requirement of paver block as per table 3 For water absorption ,the mean value of 3 sample shall not be more than 6% by mass of samples. Sample requirement is given in table 4.
  • 6. Tests for concrete block Aspect ratio Water absorption Compressive strength Abration resistance Tensile splitting strength Flexural strength Freezing thaw durability
  • 7. Aspect ratio Aspect ratio = mean length/mean depth
  • 8. Water absorption W(%) = (ww-wd)/wd Ww = wet of block removed after 24 hours immerging in water Wd = wet of specimen after drying it in ventilised oven at 107 degree for 24 hours
  • 9. Compressive strength C.S. = maximum load / plan area C.S. = apperent compressive strength of individual block. Corrected compressive strength is calculated by multiplying c.s. to correction factor given in table
  • 10. Abration resistance •test is done on abration testing machine. It can be done on dry as well as wet surface. •calculate the density of wearing surface (PR). •Disc speed should be 30rpm. •dv is measure of abration resistance .