Construction Methodology of Granular Sub base(GSB)

Granular Sub base shall consist of laying and compacting well-graded material on prepared and approved subgrade in accordance with clause 401 of MORT&H specification.

MACHINERY
  1. Dumpers
  2. Motor grader
  3. The vibratory roller of capacity 80-100KN
  4. Water tanker
  5. Survey kit
MATERIAL

As per clause 401.2 of MORT&H, the material to be used for the construction of the granular sub-base shall satisfy the following requirements.

  1. The maximum particle size of the material shall be less than 75mm.
  2. If the water absorption of the aggregate determined as per 18:2386 (Part – 3) is greater than 2%. The aggregates shall be tested for Wet Aggregate Impact Value(AIV) (IS: 5640). The aggregate impact value should be <40%.
  3. The 10% fines value should be more than 50KN.
  4. Soaked CBR value should be of a minimum of 30%.
  5. Gradation of the material shall be followed as per approved project design/drawings.
  6. The liquid limit shall not be more than 25 per cent and the plastic index should be less than 6.
GSB

Fig. 01 – Granular Sub Base

METHODOLOGY
  1. The base shall be prepared by removing all vegetation and other extraneous matter; if any, lightly sprinkled with water if necessary and rolled with two passes of 80-100KN smooth wheeled roller.
  2. Marking shall be done by fixing the batter pegs on both sides at regular intervals to the length and depth of the approved subgrade.
  3. Well-graded material shall be transported and dumped at the site by means of end dumpers and dumped in the form of heaps/stockpiles.
  4. The material shall be spread by means of the motor grader to the required slope and grade.
  5. Water shall be sprinkled uniformly and care should be maintained that the moisture content at the time of compaction is in the range of -2 to +1 per cent of OMC.
  6. The material shall be processed by means of mechanical disc harrows and rotavators or ploughed until the layer is uniformly wet and thoroughly mixed with water, immediately thereafter rolling is to be taken up with required compacters.
  7. If there is any segregation after spreading, the same shall be rectified by spreading fines before rolling.
  8. The rolling shall be carried out from lower edge to upper edge with the 80-100KN vibratory roller and it should be maintained that the speed of the roller should not be more than 5km/hr.
  9. Rolling shall be continued until there are no tyre impressions marked on the surface and a specified degree of compaction is achieved.
  10. Depressions and high spots shall be rectified by adding or removal of fresh material with proper compaction.
QUALITY CONTROL

Quality control for the above work shall be as per table 900-3 of MORT&H specification.

  1. The gradation of the material shall be controlled at the crusher plant by making necessary adjustments.
  2. The compacted surface shall be checked for field density at a frequency of 1 test per 1000sqm. The degree of compaction should not be less than 98% when tested as per IS: 2720 (Part – 8).
  3. The surface shall be checked for levels at as per MORT&H intervals longitudinally and transversely and the same shall be within +10/-20mm.
ENVIRONMENTAL CONTROL

While producing or crushing aggregates in the crusher plant care should be taken in respect of controlling and minimizing the flow of dust, noise and use of blasting materials.

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