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
231 Quality Assurance Handbook for Rural Roads 1901, 1902, 1903, 1907 & 1914: maintenance of earthworks & DRAINS The maintenance of Earthworks in this Sub-section includes restoration of rain cuts, maintenance of earthen shoulders, embankment slopes and drains. A. Methodology I. Restoration of Rain Cuts 1. Clear the area affected by rain cuts of all loose soil and then provide benching. The width of benches should be at least 300 mm and should extend continuously for a sufficient length, the height of benches being in the range of 150-300 mm. 2. Lay fresh material, meeting the requirements of a suitable fill material (as per Sub-section 301) in layers not exceeding 250 mm loose thickness and compact at a moisture content equal to optimum ± 2%. Carryout compaction using plate compactors/ rammers or by suitable implements handled manually. 3. Ensure that the finished work conforms to the specified alignment, levels and slopes. II. Maintenance of Earthen Shoulders 1. For making up of an earthen shoulder where extra soil is required to be added, loosen the existing earthen shoulder to receive fresh soil. Make up the deficiency in layers of loose thickness not exceeding 250 mm. After ensuring the placement moisture in the loose soil layer at optimum ± 2%, compact the layer to obtain 97% to 100% of maximum dry density in accordance with IS:2720 (Part 7). For compaction, an 80 to 100 kN smooth wheel roller, plate vibrator, hand-held roller or even a hand rammer can be used, provided the specified dry density is achieved. 2. Where earth is required to be excavated from the shoulder, remove high spots/excess earth either using equipment like grader or by manual means using hand tools. The resulting surface should be uniform and have a field density of atleast 97% of maximum dry density as per IS:2720 (Part 7), otherwise excavate/loosen the surface to a depth of 150 mm and compact to 97% to 100% of maximum dry density as per IS:2720 (Part 7), making sure that the moisture content prior to compaction is at OMC± 2%. The compacted layer should be finished to the required cross fall. 3. All obstructions like tree branches, heaps of soil, debris etc. must be removed, and disposed of to an off-road dumping place. This task should be performed alongwith other tasks like patching shoulders, grass cutting, cleaning ditches etc. 4. Carry out weed cutting and bush clearing at least once a year after the rainy season or more often where climatic conditions so warrant. Where long stretches of shoulder vegetation is to be cut and the work cannot be done by hand tools, use an agricultural tractor towed mower/ripper. III. Maintenance of Slopes and Drains 1. Together with clearing unwanted vegetation on shoulders, clearing of slopes and drains/ditches should also be carried out. 2. Carry out reshaping, re-grading and deepening of ditches/drains preferably by tractor-towed grader, wherever possible, otherwise by manual methods. Alignment should be set by stringline and the materials within the stringline should be cut and removed. Cross-section, grading and depth should be checked and corrected. Excess material must be removed from the site and should never be spread over the road.
3. Section-1900 3. Any objects which can interfere with water flow must be removed. 4. Repair drain erosion by replacing and backfilling the lost soil. In case of recurring problems of erosion, permanent measures like masonry lining should be considered. 5. Check for any settled or damaged precast drain sections or loose stone, which should be removed and underlying soil compacted. After addition of fresh soils, the levels should be corrected and then only fresh stones or precast drain should be laid. 6. For vegetation control, tractor-towed mower can be employed where available and as an alternative hand-guided mower can also be used. 7. For erosion control, turfing (grass sodding) is suitable when climate and soil conditions are favourable. Seek advice of local agriculture department on topsoil required, seed type and rate of spread, fertilizer types and rate of spread and most favourable season and weather for seeding. Suitable mulch like jute netting can be provided for preventing the seeds from getting washed away before the seeds sprout. B. Quality control requirements 1. Materials All soils and other materials used for maintenance should satisfy all quality requirements for use in shoulders, along slopes and in roadside ditches/drains, as laid down for original construction. 2. Surface Finish All maintenance works must be carried out to the finished surface standards laid down in original designs. 3. Camber/Cross Fall/Side Slopes Check that the maintenance work has been carried out to the specified camber/cross-section and side slopes. C. Do’s and Don’ts Do’s Don’ts 1. Do carry out suitable benching of the rain cuts to be restored, as per the specified procedure. 2. The deficiency in shoulder thickness should be made up in layers, ensuring the optimum moisture for compaction and achieving the specified density. 3. The compacted layers on the shoulder should be finished to the required cross-fall. 4. Do make provisions to maintain sufficient supply of tarpaulin or other water proof cloth during placement of concrete when rain is expected. 5 While reshaping/regrading and deepening of ditches/drains, carefully check and correct the invert level and grading. 6. Before turfing or grass-seeding, get the needed advice from the local agriculture department. 1. Do not use any soil for restoring rain cuts, which does not meet the requirements for suitability as a fill material. 2. Do not allow any obstructions to remain on the shoulders 3. Do not spread the excess material over the road surface while reshaping, regarding and deepening of ditches. 4. Do not attempt turfing or seeding on soil type, which will not sustain plant growth, without providing topsoil. 5. Do not use any chemical methods or resort to burning to control roadside vegetation. 232
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3. Section-1900<br />
3. Any objects which can interfere with water flow must be removed.<br />
4. Repair drain erosion by replacing and backfilling the lost soil. In case of recurring problems of<br />
erosion, permanent measures like masonry lining should be considered.<br />
5. Check <strong>for</strong> any settled or damaged precast drain sections or loose stone, which should be removed<br />
and underlying soil compacted. After addition of fresh soils, the levels should be corrected and<br />
then only fresh stones or precast drain should be laid.<br />
6. For vegetation control, tractor-towed mower can be employed where available and as an alternative<br />
hand-guided mower can also be used.<br />
7. For erosion control, turfing (grass sodding) is suitable when climate and soil conditions are<br />
favourable. Seek advice of local agriculture department on topsoil required, seed type and rate of<br />
spread, fertilizer types and rate of spread and most favourable season and weather <strong>for</strong> seeding.<br />
Suitable mulch like jute netting can be provided <strong>for</strong> preventing the seeds from getting washed<br />
away be<strong>for</strong>e the seeds sprout.<br />
B. <strong>Quality</strong> control requirements<br />
1. Materials<br />
All soils and other materials used <strong>for</strong> maintenance should satisfy all quality requirements <strong>for</strong> use<br />
in shoulders, along slopes and in roadside ditches/drains, as laid down <strong>for</strong> original construction.<br />
2. Surface Finish<br />
All maintenance works must be carried out to the finished surface standards laid down in original<br />
designs.<br />
3. Camber/Cross Fall/Side Slopes<br />
Check that the maintenance work has been carried out to the specified camber/cross-section and<br />
side slopes.<br />
C. Do’s and Don’ts<br />
Do’s Don’ts<br />
1. Do carry out suitable benching of the rain cuts to be<br />
restored, as per the specified procedure.<br />
2. The deficiency in shoulder thickness should be made<br />
up in layers, ensuring the optimum moisture <strong>for</strong><br />
compaction and achieving the specified density.<br />
3. The compacted layers on the shoulder should be<br />
finished to the required cross-fall.<br />
4. Do make provisions to maintain sufficient supply of<br />
tarpaulin or other water proof cloth during<br />
placement of concrete when rain is expected.<br />
5 While reshaping/regrading and deepening of<br />
ditches/drains, carefully check and correct the invert<br />
level and grading.<br />
6. Be<strong>for</strong>e turfing or grass-seeding, get the needed<br />
advice from the local agriculture department.<br />
1. Do not use any soil <strong>for</strong> restoring rain cuts, which does<br />
not meet the requirements <strong>for</strong> suitability as a fill<br />
material.<br />
2. Do not allow any obstructions to remain on the<br />
shoulders<br />
3. Do not spread the excess material over the road surface<br />
while reshaping, regarding and deepening of ditches.<br />
4. Do not attempt turfing or seeding on soil type, which<br />
will not sustain plant growth, without providing<br />
topsoil.<br />
5. Do not use any chemical methods or resort to burning<br />
to control roadside vegetation.<br />
232