Quality Assurance Handbook for Rural Roads Volume-I - pmgsy
Quality Assurance Handbook for Rural Roads Volume-I - pmgsy
Quality Assurance Handbook for Rural Roads Volume-I - pmgsy
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119<br />
<strong>Quality</strong> <strong>Assurance</strong> <strong>Handbook</strong> <strong>for</strong> <strong>Rural</strong> <strong>Roads</strong><br />
(iv) Take about 100 gm of cement and mix it with water to make a stiff paste. Make a cake with sharp<br />
edges. Put it on a glass plate and slowly take it under water in a bucket, without disturbing the<br />
shape of cake. After 24 hours, the cake should retain its original shape and gain some strength.<br />
(v) Setting time: Make a stiff paste of neat cement and water, and <strong>for</strong>m it into a pat of about 75 mm<br />
dia and 12 to 25 mm thick. The pat should commence to set in 30 to 60 minutes. The commencement<br />
of setting can be roughly estimated by pressing the uncut end of a lead pencil into mass. The<br />
resistance to piercing increases suddenly when setting commences. In 18 to 24 hours, the pat<br />
should have hardened sufficiently so that a scratch can be made with a thumb nail.<br />
(vi) Soundness: Boil the set pat (as above) in water <strong>for</strong> about 5 hours. The pat should remain sound<br />
and hard and should not swell, crack or disintegrate, but may show only hair cracks. Reject<br />
cement if pat shows radial cracks or curl or crumble.<br />
(vii) Fineness: In the sieve test, 100 gm cement is correctly weighed and placed on 90 micron sieve. Air<br />
set lumps, if any, are broken down with fingers. The sample is sieved <strong>for</strong> 15 minutes and the<br />
residue left on the sieve is weighed. The amount of residue should not exceed 10% <strong>for</strong> OPC.<br />
800.3 Sand or Fine Aggregate<br />
The sand should be sharp, clean, chemically inert, coarse and gritty to the touch and free from silt/clay<br />
and organic impurities. The general quality of sand can be assessed as below:<br />
(i) Presence of Silt or Clay: Rub a sample of sand between damp hands and note the discolouration<br />
caused on the palm. If the sand is clear, the palm would be stained slightly. If the hands stay dirty<br />
after sand has been thrown away, it indicates too much of silt or clay.<br />
(ii) Sedimentation: Place, without drying, a sample of sand in a 200 ml measuring cylinder upto 100<br />
ml mark. Add clean water upto 150 ml mark. Shake the contents vigorously and allow it to settle<br />
<strong>for</strong> 3 hours. The height of the silt visible as a layer above the sand is expressed as a percentage of<br />
the sand below.<br />
(iii) Organic impurities: Shake the sample with an equal volume of 3% solution of NaOH (Caustic<br />
soda) and allow it to settle <strong>for</strong> 24 hours. Examine the colour of the liquid above the sand. Clear or<br />
pale yellow colour shows that the sample is tolerably free from organic impurities. Dark yellow or<br />
brown tinge shows that the sand should be washed and tested again. If on retesting, dark yellow<br />
colour persists, the sand should be rejected.<br />
800.4 Cement-Mortar<br />
(i) The cement mortar if unused <strong>for</strong> more than 30 minutes after addition of water shall be rejected<br />
and removed from site.<br />
(ii) The mix proportion of cement: sand can be checked as follows:<br />
Take about 200 gm of green cement mortar and add 100 ml of water in a measuring jar and shake<br />
the contents well and allow the contents to settle. While the sand gets deposited at the bottom,<br />
cement shall settle above. From the volumes of each, the approximate proportion of cement and<br />
sand can be determined.<br />
(iii) Consistency: Mortar consistency can be checked by the following:<br />
(a) If a small quantity of mortar is dropped from a trowel, the trowel ought to be left perfectly<br />
clean.