Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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Appendix-2 Curing : Covering the compacted stabilized soil surface with wet gunny bags and sprinkling water. 4. Surface Dressing Applying Prime Coat : Hand-held lance with sprayer operated by Compressor Heating Bitumen : Bitumen Boiler of small capacity Applying Binder : Hand-held lance with sprayer, operated by Compressor Spreading stone chips : Agricultural tractor-towed Spreader Box Rolling : 80-100 kN smooth -wheeled roller 5. Premix Carpet Applying Prime Coat : Hand-held lance provided with sprayer, operated by compressor Applying Tack Coat : Hand-held lance provided with sprayer, operated by compressor Mixing of aggregates and bitumen in : Mini Hot Mix Plant, capacity of with specified quantities around 6 tonnes/hour Transporting from the mixer to site : Tarpaulin- covered tractortrailer or hand barrows Appendix-2/2
LIST OF IRC PUBLICATIONS Sr. Code/ Title of the Publication No. Document No. 1. ROADS Quality Assurance Handbook for Rural Roads 1.(A). Transport Planning, Traffic Assessment & Policies 1. IRC:3-1983 Dimensions & Weights of Road Design Vehicles (First Revision) 2. IRC:9-1972 Traffic Census on Non-Urban Roads(First Revision) 3. IRC:71-1977 Recommended Practice for Preparation of Notations 4. IRC:SP:24-1984 Guidelines on the Choice and Planning of Appropriate Technology in Road Construction 1. (B). Road Geometric & Design Features 1. IRC:12-1983 Recommended Practice for Location and Layout of Roadside Motor-Fuel Filling and Motor-Fuel Filling-cum-Service Stations (Second Revision) 2. IRC:32-1969 Standard for Vertical and Horizontal Clearances of Overhead Electric Power and Telecommunication Lines as Related to Roads 3. IRC:38-1988 Guidelines for Design of Horizontal Curves for Highways and Design Tables (First Revision) 4. IRC:39-1986 Standards for Road-Rail Level Crossings (First Revision) 5. IRC:54-1974 Lateral and Vertical Clearances at Underpasses for Vehicular Traffic 6. IRC:64-1990 Guidelines for Capacity of Roads in Rural Areas (First Revision) 7. IRC:66-1976 Recommended Practice for Sight Distance on Rural Highways 8. IRC:70-1977 Guidelines on Regulation and Control of Mixed Traffic in Urban Areas 9. IRC:73-1980 Geometric Design Standards for Rural (Non-Urban Highways) 10. IRC:80-1981 Type Designs for Pick-up Bus Stops on Rural (i.e. Non-Urban) Highways 11. IRC:86-1983 Geometric Design Standards for Urban Roads in Plains APPENDIX-3 12. IRC:98-1997 Guidelines on Accommodation of Underground Utility Services Along and Across Roads in Urban Areas (First Revision) 13. IRC:99-1988 Tentative Guidelines on the Provision of Speed Breakers for Control of Vehicular Speeds on Minor Roads Appendix-3/1
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Ministry of Rural Development Gover
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FOREWORD PREFACE ABBREVIATIONS QUAL
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Section 1100 PIPE CULVERTS 163 to 1
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PREFACE A good road network has an
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AE : Assistant Engineer AIV : Aggre
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1. BACKGROUND 1 Quality Assurance H
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3 Quality Assurance Handbook for Ru
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Material tests Workmanship tests Se
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2. Quality Management System (iii)
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2. Quality Management System A typi
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105. CONSTRUCTION EQUIPMENT 13 Qual
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B Do’s and Don’ts Do’s Don’
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201 & 202. SITE CLEARANCE A Methodo
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301. EMBANKMENT CONSTRUCTION A Meth
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(vii) Materials in a frozen conditi
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B. Earthwork for Subgrade (Cutting
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302. EARTHWORK IN CUTTING A. Method
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31 Quality Assurance Handbook for R
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B. Quality Control Requirements 1.
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SECTION 400 39 Quality Assurance Ha
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3. Section-400 (ii) Atterberg limit
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3. Section-400 C Do’s and Don’t
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3. Section-400 TABLE 402.2: GRADING
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3. Section-400 2. The pulverization
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3. Section-400 Table 403.3 : QUALIT
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3. Section-400 6. The cement stabil
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3. Section-400 6.3 Quality Control
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3. Section-400 14. In case the scre
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3. Section-400 TABLE 405.4: APPROXI
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3. Section-400 (ii) Grading Require
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3. Section-400 C Do’s and Don’t
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3. Section-400 408. Local materials
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3. Section-400 B. Quality control r
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3. Section-400 409. LIME-FLYASH STA
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3. Section-400 4. Surface Regularit
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3. Section-400 (ii) Slag The broad
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3. Section-400 6. The thickness of
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3. Section-400 2. Horizontal Alignm
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SECTION 500 BITUMINOUS 81 Quality A
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3. Section-500 (iii) In the final l
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3. Section-500 3. The primer should
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3. Section-500 B. Quality Control R
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3. Section-500 TABLE 504.2: PHYSICA
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3. Section-500 (b) Bitumen The bind
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3. Section-500 TABLE 506.1 RATE OF
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3. Section-500 TABLE 507.1: NOMINAL
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3. Section-500 5. Quality Control T
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3. Section-500 TABLE 508.1.1 : QUAN
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3. Section-500 Table 508.1.3: QUALI
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3. Section-500 B. Quality Control R
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3. Section-500 (ii) Immediately the
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3. Section-500 512. MODIFIED BITUME
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3. Section-500 TABLE 512.5 : REQUIR
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Annex-III & IV DETERMINATION OF IN-
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SIMPLE/HANDFEEL TESTS 600 600.1 Bri
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119 Quality Assurance Handbook for
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SECTION 600 121 Quality Assurance H
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3. Section-600 4. Build the courses
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3. Section-600 (v) Storage of mater
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3. Section-600 3.3. Quality Control
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700 : STONE MASONRY FOR STRUCTURES
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(v) Stone Masonry 133 Quality Assur
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4.2. Tests / checks during construc
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SECTION 800 CONCRETE FOR STRUCTURES
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3. Section-800 2. Proceed with conc
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3. Section-800 TABLE 800.3: REQUIRE
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3. Section-800 c. The strength of a
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3. Section-800 4.2 Tests / checks d
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SECTION 900 149 Quality Assurance H
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3. Section-900 2. Lower centering g
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3. Section-900 C. Do’s and Don’
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1000 STEEL REINFORCEMENT A. Methodo
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3.2 Tests during construction 159 Q
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1100: PIPE CULVERTS A. Methodology
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165 Quality Assurance Handbook for
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SECTION 1200 167 Quality Assurance
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3. Section-1200 A2 Substructures Th
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3. Section-1200 4. Provide 75 mm ce
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3. Section-1200 (2) Tolerances 1200
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3. Section-1200 3.2 Tests / checks
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3. Section-1300 A-3 Toe Protection
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3. Section-1300 2. Stones for pitch
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3. Section-1400 3. Give streamline
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3. Section-1400 2. Tests during con
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3. Section-1500 5 Mark location and
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3. Section-1500 (iv) Water Water us
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3. Section-1500 TABLE 1501.3: QUALI
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3. Section-1500 2. Check the in-sit
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3. Section-1500 TABLE NO. 1502.3: P
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3. Section-1500 1503: RECTANGULAR C
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3. Section-1500 3.2 Tests during co
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3. Section-1500 1504: INTERLOCKING
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3. Section-1500 2. Quality Control
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3. Section-1600 The prescribed road
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3. Section-1600 C. Do’s and Don
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Page 216 and 217: 4.6 Settlement and Upheaval 235 Qua
Page 218 and 219: 2. Surface Finish 237 Quality Assur
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Page 230 and 231: 10 5R 60 106 25 DIA WELDED 21 DIA 1
Page 232 and 233: 4. Section-300 (b) Carry out an ins
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Page 238 and 239: Test 1 261 Quality Assurance Handbo
Page 240 and 241: 4. Section-500 (iii) Check the aggr
Page 242 and 243: 5. SECTION 1100:PIPE CULVERTS 267 Q
Page 244 and 245: 6. SECTION 1300: PROTECTION WORKS A
Page 246 and 247: 4. Section-1500 In case of cracked
Page 248 and 249: 4. Section-1700 2. Road Markings C
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Page 252 and 253: Appendix-1 1.8 Simple Gadgets for E
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Page 260 and 261: Appendix-3 Sr. Code/ Title of the P
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