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MATERIAL TEST PLAN (CIVIL WORKS)
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MATERIAL TEST PLAN (CIVIL WORKS)
S.
No
Description of
Material
Type of Test
Relevant IS
Codes
Site
Lab/External
Lab
Frequency
of Test as
Per CPWD
Optimum Moisture Content(OMC)
External Lab
1
Soil
Maximum Dry Density(MDD)
IS 2720
Field Dry Density(FDD)
250 cum
2
Once in
Source/Change
of Source
For each
prepared bed
Site Lab
Moisture Content
IS2386(Part3)
At intervals in
day's work as
per need
Particle Size Distribution
IS
-2386(Part1)
Each vehicle
Aggregate Impact Value
IS2386(Part4)
Aggregate Crushing Value
IS2386(Part4)
Site Lab
Coarse
Aggregate
(20mm &
10mm)
Frequency of
Test min.
recommended
40 Cum
Twice in a
month
Flakiness
IS2386(Part1)
Elongation
IS2386(Part1)
Speci c Gravity
IS2386(Part3)
Once in a
Month
Water Absorption
IS2386(Part3)
Once in a
Month
All Test speci ed in IS : 383(Sieve Analysis,
Speci c Gravity, Bulk Density, Water
Absorption, Soundness, Impact value,
Crushing value, Abrasion value (Los Angles),
10% Fine value, Elongation Index, Flakiness
Index, Total Deleterious Material, Alkali
Aggregate Reactivity, Chloride
Content,Sulphate Content)
IS :2386
External lab
40 Cum
Once for source
approval.
Particle Size Distribution
3
Fine
Aggregate
IS2386(Part1)
40 Cum
Each vehicle
Silt Content
IS-2386
Moisture Content
IS2386(Part3)
Speci c Gravity
IS2386(Part3)
Water Absorption
IS2386(Part3)
-
All Tests speci ed in IS : 383(Sieve Analysis,
Speci c Gravity, Bulk Density, Soundness,
Total Deleterious Materials, Silt & Clay,
Moisture content, Alkali Aggregate
Reactivity, Organic Impurities, Petrography,
Chloride Content, Sulphate Content)
IS-2386
External lab
Fineness
IS4031(Part1)
Consistency
IS
-4031(Part4)
20 Cum
Once in a
Month
4
Cement
IS4031(Part5)
Compressive Strength
IS4031(Part6)
Once in a
Month
-
Once for source
approval.
Each vehicle
Site Lab
Setting Time
At regular
intervals in
day's work as
per need.
Site Lab
50 Tonnes
or part
thereof
Twice in a
month
Physical Properties (Consistency, Setting
time, Fineness (Blaine air Permeability
method), Compressive strength, Soundness
(By Le-Chatilier Method)
Chemical Properties (Loss on ignition,
Insoluble Residue, Total sulphur content
calculated at sulphuric Anhydride (SO3),
Magnesia, Ratio of % of lime to % of silica,
alumina and iron oxide, Ratio of % of alumina
to that of iron oxide
IS 4031
Rolling Margin
IS-1786
External lab
5
Steel
Reinforcement
IS-1786
Physical Properties (Unit wt., Bend/
Rebend,0.2 % proof stress/ yield stress, % of
total elongation, Tensile strength)
IS-1786
External lab
IS-1199
Site Batching
Plant
Chemical Properties (Carbon,
Sulphur,Phosphorus, Sulphur and
Phosphorus)
6
Concrete
Slump
Once in a
month
For Each lot &
each dia of bar
Site Lab
Bend & Rebend
-
Up to
10mm dia40T 12mm
- 16mm
dia-45T
and above
16mm dia50T
10 Cum
For Each lot &
each dia of bar
For every 5OT
for each dia.
Every 3rd
Transit Mixture
>Temperature of Concrete
Compressive Strength
Flyash
Chemical & Physical
As per IS456
IS 12423 &
IS 1727
Fineness
8
Flyash
Every Transit
Mixture
Site Batching
Plant
-
Every 3rd
Transit Mixture
RMC(External
Source)
-
Every Transit
Mixture
Site Lab/
RMC(External
Source)
50 Cum
Every 50cum or
part there of
each grade of
concrete 1 set
(6 cubes) and
occasionally 9
cubes for 3/56
days test
Site Lab
10 Cum
Each vehicle
External Lab
10 Cum
Once in three
(03) months
Site Lab
-
Each vehicle
External Lab
-
Once in three
(03) months
Site Lab
-
Each vehicle
External Lab
-
Once in three
(03) months
IS 15338
Chemical & Physical
Fineness
9
10 Cum
IS-1199
Fineness
7
RMC(External
Source)
Alco ne
Chemical & Physical
Speci c Gravity
ASTM
C989-99
IS-9103
Site Lab
IS-9103
External Lab
Each lot
Physical & Chemical
10
Admixture
Relative Density
-
PH Value
Once in three
(03) months
Solid Contents
11
Dimension
As per IS1077 & IS
3495
Compressive Strength
IS:
3495(Part1)
Bricks
Water Absorption
IS:
3495(Part1)
E orescence
IS:
3495(Part2 &3)
Site Internal
Lab
50,000
Every 50,000
nos. of bricks or
part there of
Dimension
Site Internal
Lab
Density
12
Blocks
Compressive Strength
IS : 2185
Dimension, Density , Compressive Strength
13
Water
PH Value
Each lot
Once per
source/As and
When Required.
External Lab
IS- 456 &
IS-3025
Site Lab
Once in 3
month &
Once in a week
for water
from
Municipal
source,
once in 6
month.
TDS
Limit of acidity
Limit of alkality
% ege of solids
Chlorides
External Lab
Once in 3
month
Site Internal
Lab
For Each lot
Suspended matters
Sulphates
Inorganic Solids
Organic solids
Moisture Absorption
Hardness
14
Stone(Granite
& Marble)
Speci c Gravity
Physical Test(Moisture content, Dry density,
Speci c gravity, Water absorption, Porosity,
Compressive strength, Tensile strength,
Shear strength, Hardness(Moh's), Ultrasonic
pulse velocity, Resistance to wear
IS-14223, IS
1124, IS
1122,IS:
1130, IS:
1121
Dimension & Surface Quality
15
16
Ceramic Tiles
& Vitri ed Tile
Timber
Physical Properties(Water absorption,
Modulus of rupture, Breaking strength,
Moisture expansion, Scratch hardness of
surface (Mohs), Co-e cient of linear thermal
expansion from ambient temperature to
10OºC, Thermal shock resistance, Crazing
resistance)
Moisture Content
100Sqm
External lab
Once for source
approval.
Site Internal
Lab
For Each lot
IS 13630
3000 No
Once for source
approval.
External lab
IS-287
Site Lab
Dimension & Surface Quality
Site Internal
Lab
Moisture Content
Site Internal
Lab
Every 1
Cum
Each lot
Each lot
17
Flush Door
IS 2202
All Test( Endemersion, Knife Test, Moisture
Content Glue Adhesion, Screw withdraw
Test.)
18
19
20
Mortice Lock
Structural
steel
Tubular Steel
Pipe
Once for source
approval/As
and when
required.
External Lab
Testing of Spring
IS 2209
Site Internal
lab
Rolling Margin
As per IS800
Site Lab
External lab
Tensile Strength
Physical &
Chemical
Physical &
Chemical
Unit Wt.
IS 1161
Site Lab
Physical & Chemical
1 test per
50No's
Every 100
No
Each lot
-
Each lot
-
Each lot
All Test(Unit Wt., Tensile Strength,
Bend,Flattening)
IS 1608, IS
2329, IS
2328
External lab
Once for source
approval.
8 Ton
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 Er. Parbhakar Dwivedi (/about)
 
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3
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
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