Case Studies on Achieving Significant Case Studies on Achieving Significant Case Studies on Achieving Significant Case Studies on Achieving Significant Development in Rural Road Project Development in Rural Road Project Development in Rural Road Project Development in Rural Road Project Presented By: Presented By: Presented By: Presented By: Mahesh Hiremath, Mahesh Hiremath, Mahesh Hiremath, Mahesh Hiremath, Chief Operating Officer, Chief Operating Officer, Chief Operating Officer, Chief Operating Officer, K.R.R.D.A, Bangalore K.R.R.D.A, Bangalore K.R.R.D.A, Bangalore K.R.R.D.A, Bangalore Dated : 26-08-2014
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Case Studies on Achieving Significant Case Studies on Achieving Significant Case Studies on Achieving Significant Case Studies on Achieving Significant
Development in Rural Road ProjectDevelopment in Rural Road ProjectDevelopment in Rural Road ProjectDevelopment in Rural Road Project
� Important sectors like Agriculture, Electrification, Water
supply & sanitation, Health and Road are still under
process of development in India, especially in rural areas.
�These roads are either Track or Earthen having road width
of about 11 links (8 feet) & at the most 22 links (16 feet)
only.
•Connectivity for Poverty reduction strategy
. Good passenger transport facility, good
accessibility to all sphere of life i.e better
education, Health, better marketing facilities for
agriculture development, goods transportation
•Integration with higher category of roads.
ROLE & IMPORTANCE OF RURAL ROADS DEVELOPMENTROLE & IMPORTANCE OF RURAL ROADS DEVELOPMENTROLE & IMPORTANCE OF RURAL ROADS DEVELOPMENTROLE & IMPORTANCE OF RURAL ROADS DEVELOPMENT
5. Details of Rural Road Developed Under Various Schemes in 5. Details of Rural Road Developed Under Various Schemes in 5. Details of Rural Road Developed Under Various Schemes in 5. Details of Rural Road Developed Under Various Schemes in
Process of Development of Rural RoadsProcess of Development of Rural RoadsProcess of Development of Rural RoadsProcess of Development of Rural Roads1.1.1.1. RuralRuralRuralRural roadsroadsroadsroads developeddevelopeddevelopeddeveloped underunderunderunder variousvariousvariousvarious schemesschemesschemesschemes
Construction Technology using Marginal Materials & Innovative Construction Technology using Marginal Materials & Innovative Construction Technology using Marginal Materials & Innovative Construction Technology using Marginal Materials & Innovative
Methods adopted in Methods adopted in Methods adopted in Methods adopted in constnconstnconstnconstn of rural roads in Bellary Dist, Karnataka of rural roads in Bellary Dist, Karnataka of rural roads in Bellary Dist, Karnataka of rural roads in Bellary Dist, Karnataka
Various stages of photographs of Various stages of photographs of Various stages of photographs of Various stages of photographs of
construction using Marginal Material, construction using Marginal Material, construction using Marginal Material, construction using Marginal Material,
Adopting Innovative Technology & using Adopting Innovative Technology & using Adopting Innovative Technology & using Adopting Innovative Technology & using
CaseCaseCaseCase----1111 Using Slag sand as G.S.B layer in lieu of Using Slag sand as G.S.B layer in lieu of Using Slag sand as G.S.B layer in lieu of Using Slag sand as G.S.B layer in lieu of
Slag sand formation as G.S.B Layer using Motor Grader
CaseCaseCaseCase----1111 Using of Slag sand as a G.S.B layer in lieu of Using of Slag sand as a G.S.B layer in lieu of Using of Slag sand as a G.S.B layer in lieu of Using of Slag sand as a G.S.B layer in lieu of
Watering & Consolidation of Slag Sand G.S.B Layer using
Soil Compactor
CaseCaseCaseCase----1 Use of Slag sand as G.S.B layer in lieu of 1 Use of Slag sand as G.S.B layer in lieu of 1 Use of Slag sand as G.S.B layer in lieu of 1 Use of Slag sand as G.S.B layer in lieu of
CaseCaseCaseCase----1 Use of Slag sand as G.S.B layer in lieu of 1 Use of Slag sand as G.S.B layer in lieu of 1 Use of Slag sand as G.S.B layer in lieu of 1 Use of Slag sand as G.S.B layer in lieu of
Mixing of Blast Furnace Slag material using as WBM Mixing of Blast Furnace Slag material using as WBM Mixing of Blast Furnace Slag material using as WBM Mixing of Blast Furnace Slag material using as WBM
GGGG----II layer (Using as Marginal Material)II layer (Using as Marginal Material)II layer (Using as Marginal Material)II layer (Using as Marginal Material)
Case-2 Using Blast Furnace coarse slag material for Base
course in lieu of WBM G-II layer.
Loading of Mixed Blast Furnace Slag material as WBM GLoading of Mixed Blast Furnace Slag material as WBM GLoading of Mixed Blast Furnace Slag material as WBM GLoading of Mixed Blast Furnace Slag material as WBM G----II layer (Using as II layer (Using as II layer (Using as II layer (Using as
Case-2 Using Blast Furnace coarse slag material for Base
course in lieu of WBM G-II layer.
Heap of Mixed Blast Furnace Slag material using as WBM GHeap of Mixed Blast Furnace Slag material using as WBM GHeap of Mixed Blast Furnace Slag material using as WBM GHeap of Mixed Blast Furnace Slag material using as WBM G----II layer (Using II layer (Using II layer (Using II layer (Using
as Marginal Material) as Marginal Material) as Marginal Material) as Marginal Material)
Case-2 Using Blast Furnace coarse slag material for Base
course in lieu of WBM G-II layer.
Case-2 Use of Blast Furnace coarse slag material for Base
course in lieu of WBM G-II layer.
Blast Furnace Slag material Gradation Blast Furnace Slag material Gradation Blast Furnace Slag material Gradation Blast Furnace Slag material Gradation
Slag material as a Base Course Layer (in lieu of WBM G-II) after
compaction
Case-2 Using Blast Furnace coarse slag material for Base course
in lieu of WBM G-II layer.
Case - 3 Construction of Base course using soil
aggregate in Type – A (80mm down size) in lieu of WBM
G-II layer.
Mixing of Soil Aggregate Material at Quarry
Premixing of Soil Aggregate in Quarry
Case - 3 Construction of Base course using soil
aggregate in Type – A (80mm down size) in lieu of WBM
G-II layer.
Laying of Soil Aggregate using Grader
Case - 3 Construction of Base course using soil
aggregate in Type – A (80mm down size) in lieu of WBM
G-II layer.
Laying of Soil Aggregate using Grader
Case - 3 Construction of Base course using soil
aggregate in Type – A (80mm down size) in lieu of WBM
G-II layer.
Watering & Consolidation of Soil Aggregate Layer using Soil
Compactor
Case - 3 Construction of Base course using soil
aggregate in Type – A (80mm down size) in lieu of WBM
G-II layer.
Sectioning & Formation of Soil Aggregate Layer to the
Required Camber
Case - 3 Construction of Base course using soil
aggregate in Type – A (80mm down size) in lieu of WBM
G-II layer.
Consolidation of Soil Aggregate Layer using soil CompactorConsolidation of Soil Aggregate Layer using soil CompactorConsolidation of Soil Aggregate Layer using soil CompactorConsolidation of Soil Aggregate Layer using soil Compactor
Case - 3 Construction of Base course using soil
aggregate in Type – A (80mm down size) in lieu of WBM
G-II layer.
Consolidation of Soil Aggregate Layer using soil CompactorConsolidation of Soil Aggregate Layer using soil CompactorConsolidation of Soil Aggregate Layer using soil CompactorConsolidation of Soil Aggregate Layer using soil Compactor
Case - 3 Construction of Base course using soil
aggregate in Type – A (80mm down size) in lieu of WBM
G-II layer.
Case - 4 Construction of entry Base course using Soil
aggregate, stone chips Grafting & providing PMC as a
surface course without WBM G-II & G-III layer.
Laying of 2nd layer Soil aggregate along chips grafting
Case - 4 Construction of entry Base course using Soil
aggregate, stone chips Grafting & providing PMC as a
surface course without WBM G-II & G-III layer.
Compacted layer of Stone Chip Grafting
Case - 4 Construction of entry Base course using Soil
aggregate, stone chips Grafting & providing PMC as a
surface course without WBM G-II & G-III layer.
PMC over the Stone Chip Grafting & soil Aggregate layer without
WBM G-II & G-III layer
Case - 4 Construction of entry Base course using Soil
aggregate, stone chips Grafting & providing PMC as a
surface course without WBM G-II & G-III layer.
PMC over the Stone Chip Grafting & soil Aggregate layer without
WBM G-II & G-III layer
Case-5 Using of RBI – 81 material (as a innovative method)
for Base course in lieu of conventional WBM G-II & G-III
layer.
Placing of RBI 81 material bags for mixing with G.S.B materialPlacing of RBI 81 material bags for mixing with G.S.B materialPlacing of RBI 81 material bags for mixing with G.S.B materialPlacing of RBI 81 material bags for mixing with G.S.B material
Case-5 Using of RBI – 81 material (as a innovative method)
for Base course in lieu of conventional WBM G-II & G-III
layer.
Spreading of RBI 81 material over the G.S.BSpreading of RBI 81 material over the G.S.BSpreading of RBI 81 material over the G.S.BSpreading of RBI 81 material over the G.S.B
Case-5 Using of RBI – 81 material (as a innovative method)
for Base course in lieu of conventional WBM G-II & G-III
layer.
Mixing of RBI 81 material in G.S.BMixing of RBI 81 material in G.S.BMixing of RBI 81 material in G.S.BMixing of RBI 81 material in G.S.B
Case-5 Using of RBI – 81 material (as a innovative method)
for Base course in lieu of conventional WBM G-II & G-III
layer.
Mixing of RBI 81 with G.S.B material using Tractor TillerMixing of RBI 81 with G.S.B material using Tractor TillerMixing of RBI 81 with G.S.B material using Tractor TillerMixing of RBI 81 with G.S.B material using Tractor Tiller
Mixing of RBI 81 with G.S.B material using RotavatorMixing of RBI 81 with G.S.B material using RotavatorMixing of RBI 81 with G.S.B material using RotavatorMixing of RBI 81 with G.S.B material using Rotavator
Case-5 Using of RBI – 81 material (as a innovative method)
for Base course in lieu of conventional WBM G-II & G-III
layer.
Case-5 Using of RBI – 81 material (as a innovative method)
for Base course in lieu of conventional WBM G-II & G-III
layer.
Watering to RBI 81 material mixed with G.S.B materialWatering to RBI 81 material mixed with G.S.B materialWatering to RBI 81 material mixed with G.S.B materialWatering to RBI 81 material mixed with G.S.B material
Compaction of G.S.B layer mixed with RBI 81 Compaction of G.S.B layer mixed with RBI 81 Compaction of G.S.B layer mixed with RBI 81 Compaction of G.S.B layer mixed with RBI 81
Case-5 Using of RBI – 81 material (as a innovative method)
for Base course in lieu of conventional WBM G-II & G-III
layer.
Case-5 Using of RBI – 81 material (as a innovative method)
for Base course in lieu of conventional WBM G-II & G-III
layer.
Chip Grafting over Compacted G.S.B layer mixed with RBI 81 Chip Grafting over Compacted G.S.B layer mixed with RBI 81 Chip Grafting over Compacted G.S.B layer mixed with RBI 81 Chip Grafting over Compacted G.S.B layer mixed with RBI 81
Various Stages of Various Stages of Various Stages of Various Stages of
Photographs using Machinery Photographs using Machinery Photographs using Machinery Photographs using Machinery
in Rural Road Development in Rural Road Development in Rural Road Development in Rural Road Development