Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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Appendix-3 Sr. Code/ Title of the Publication No. Document No. 3. IRC:19-2005 Standard Specifications and Code of Practice of Water Bound Macadam (Third Revision) 4. IRC:20-1966 Recommended Practice for Bituminous Penetration Macadam (Full Grout) 5. IRC:27-1967 Tentative Specifications for Bituminous Macadam (Base & Binder Course) 6. IRC:34-1970 Recommendations for Road Construction in Waterlogged Areas 7. IRC:37-2001 Guidelines for the Design of Flexible Pavements (Second Revision) 8. IRC:47-1972 Tentative Specification for Built-up Spray Grout 9. IRC:55-1974 Recommended Practice for Sand-Bitumen Base Courses 10. IRC:82-1982 Code of Practice for Maintenance of Bituminous Surfaces of Highways 11. IRC:95-1987 Specification for Semi-Dense Bituminous Concrete 12. IRC:110-2005 Standard Specifications and Code of Practice for Design and Construction of Surface Dressing 13. IRC:SP:53-2002 Guidelines on Use of Polymer and Rubber Modified Bitumen in Road Construction (First Revision) 1.(I). Design, Construction and Maintenance of Cement Concrete Pavements 1. IRC:15-2002 Standard Specifications and Code of Practice for Construction of Concrete Roads (Third Revision) 2. IRC:44-1976 Tentative Guidelines for Cement Concrete Mix Design for Pavements (for Non-Air Entrained and Continuously Graded Concrete) (First Revision) 3. IRC:57-1974 Recommended Practice for Sealing of Joints in Concrete Pavements 4. IRC:58-2002 Guidelines for the Design of Plain Jointed Rigid Pavements for Highways (Second Revision) (with floppy) 5. IRC:61-1976 Tentative Guidelines for the Construction of Cement Concrete Pavements in Hot Weather 6. IRC:68-1976 Tentative Guidelines on Cement-Flyash Concrete for Rigid Pavement Construction 7. IRC:77-1979 Tentative Guidelines for Repair of Concrete Pavements Using Synthetic Resins Appendix-3/4
Sr. Code/ Title of the Publication No. Document No. Quality Assurance Handbook for Rural Roads 8. IRC:84-1983 Code of Practice for Curing of Cement Concrete Pavements 9. IRC:91-1985 Tentative Guidelines for Construction of Cement Concrete Pavements in Cold Weather 10. IRC:SP:49-1998 Guidelines for the Use of Dry Lean Concrete as Sub-base for Rigid Pavement 11. IRC:SP:62-2004 Guidelines for the Design and Construction of Cement Concrete Pavement for Rural Roads 12. IRC:SP:63-2004 Guidelines for the Use of Interlocking Concrete Block Pavement 13. IRC:SP-68-2005 Guidelines for Construction of Roller Compacted Concrete Pavements 1.(J). Project Preparation, Contract Management and Quality Control 1. IRC:42-1972 Proforma for Record of Test Values of Locally Available Pavement Construction Materials 2. IRC:SP:16-2004 Guidelines for Surface Evenness of Highway Pavements (First Revision) 3. IRC:SP:19-2001 Manual for Survey, Investigation and Preparation of Road Projects (Second Revision) 4. IRC:SP-20-2002 Rural Roads Manual 5. IRC:SP:57-2001 Guidelines for Quality Systems for Road Construction 1.(K). Hill Roads 1. IRC:52-2001 Recommendations About the Alignment Survey and Geometric Design of Hill Roads (Second Revision) 2. IRC:SP:48-1998 Hill Road Manual 1.(L). Road Drainage 1. IRC:SP:42-1994 Guidelines on Road Drainage 2. IRC:SP:50-1999 Guidelines on Urban Drainage 1.(M). Road Machinery 1. IRC:43-1972 Recommended Practice for Tools, Equipment and Appliances for Concrete Pavement Construction 2. IRC:72-1978 Recommended Practice for Use and Upkeep of Equipment, Tools and Appliances for Bituminous Pavement Construction Appendix-3/5
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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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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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1700. TRAFFIC SIGNS AND MARKINGS A.
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Page 212 and 213: 231 Quality Assurance Handbook for
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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
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Page 250 and 251: Appendix-1 1.4 Estimating Plasticit
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Page 258 and 259: Appendix-2 Curing : Covering the c
Page 260 and 261: Appendix-3 Sr. Code/ Title of the P
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Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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