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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B. <strong>Quality</strong> Control Requirements<br />
1. Materials<br />
79<br />
<strong>Quality</strong> <strong>Assurance</strong> <strong>Handbook</strong> <strong>for</strong> <strong>Rural</strong> <strong>Roads</strong><br />
(i) The quality control requirements <strong>for</strong> the materials in the subgrade, 100 mm GSB and 75 mm<br />
WBM (Grading 2) Base as given in Sub-section 303. 401 & 405 shall apply.<br />
(ii) The Stone sets should be rectangular in shape, 250-300 mm in length, 150- 200 mm in<br />
width and 150 mm in depth, with tolerance of (±) 12 mm.<br />
(iii) Edge stones should be 350 – 400 mm in length, 150-200 mm in width and not less than 350<br />
mm in depth<br />
(iv) The Stone set should meet the following physical requirements.<br />
(a) Aggregate Impact Value (IS:2386 Part 4) not more than 30<br />
(b) Water Absorption (IS:2386 Part 3) not more than 2%<br />
(c) Polished Stone Value (BS:812 Part 114) not less than 55<br />
(v) Stones normally used are Granite, Basalt, Sandstone and Limestone. Stones from Sedimentary<br />
rock should not be used.<br />
(vi) The stone sets should be hammer-dressed on top to the extent that the maximum depression<br />
of the dressed surface from a straight edge applied across any part of the surface does not<br />
exceed 20 mm. The dressing on the sides should be similarly carried out so as to obtain a<br />
mortar joint not exceeding 20 mm in width.<br />
2. Horizontal Alignment<br />
The edges of the stone set pavement should be correct within a tolerance limit of (±)20 mm in<br />
plain and rolling terrains and (±) 30 mm in hilly terrain.<br />
3. Surface Levels<br />
The tolerance in surface levels of a Stone Set Pavement will be restricted to (±) 15 mm. A grid of 10<br />
m x 2.5 m may be <strong>for</strong>med to check the surface level.<br />
4. Surface Regularity<br />
The maximum permitted difference between the Stone Set Pavement and 3 m straight edge should<br />
be 12 mm <strong>for</strong> longitudinal profile and 10 mm <strong>for</strong> cross profile.<br />
C. Do’s and Don’ts<br />
Do’s Don’ts<br />
1. The Stone sets should not only be tested <strong>for</strong> AIV and<br />
water absorption, but also <strong>for</strong> the Polished Stone<br />
Value.<br />
2. The types of Stones normally found suitable are<br />
Granite, Basalt Sand-stone or Limestone.<br />
3. Make sure that the bedding layer is a properly<br />
graded coarse sand with a compacted thickness of<br />
40 mm.<br />
1. Do not use any Sedimentary stone in the Stone Set<br />
Pavement.<br />
2. Do not open the road immediately to traffic if sandcement<br />
mortar is used <strong>for</strong> filling joints.<br />
3. Do not leave the stone sets uncompacted into the<br />
bedding layer.