Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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Appendix-3 Sr. Code/ Title of the Publication No. Document No. 14. IRC:103-1988 Guidelines for Pedestrian Facilities 15. IRC:106-1990 Guidelines for Capacity of Urban Roads in Plain Areas 16. IRC:SP:23-1983 Vertical Curves for Highways 17. IRC:SP:41-1994 Guidelines on Design of At-Grade Intersections in Rural & Urban Areas 1.(C). Road Markings 1. IRC:30-1968 Standard Letters and Numerals of Different Heights for Use on Highway Signs 2. IRC:35-1997 Code of Practice for Road Markings(with Paints) (First Revision) 1.(D). Road Furniture & Signage 1. IRC:8-1980 Type Designs for Highway Kilometre Stones (Second Revision) 2. IRC:25-1967 Type Designs for Boundary Stones 3. IRC:26-1967 Type Design for 200-Metre Stones 4. IRC:31-1969 Route Marker Signs for State Routes 5. IRC:67-2001 Code of Practice for Road Signs (First Revision) 6. IRC:79-1981 Recommended Practice for Road Delineators 7. IRC:SP:31-1992 New Traffic Signs 1.(E). Road Safety & Traffic Management 1. IRC:53-1982 Road Accident Forms A-1 and 4 (First Revision) 2. IRC:SP:27-1984 Report Containing Recommendations of IRC Regional Workshops on Highway Safety 3. IRC:SP:32-1988 Road Safety for Children (5-12 Years old) 4. IRC:SP:44-1994 Highway Safety Code 5. IRC:SP:55-2001 Guidelines for Safety in Construction Zones 1.(F). Embankment Construction & Erosion Control 1. IRC:10-1961 Recommended Practice for Borrow pits for Road Embankments Constructed by Manual Operation 2. IRC:28-1967 Tentative Specifications for the Construction of Stabilised Soil Roads with Soft Aggregate in Areas of Moderate and High Rainfall Appendix-3/2
Sr. Code/ Title of the Publication No. Document No. Quality Assurance Handbook for Rural Roads 3. IRC:33-1969 Standard Procedure for Evaluation and Condition Surveys of Stabilised Soil Roads 4. IRC:36-1970 Recommended Practice for Construction of Earth Embankments for Road Works 5. IRC:56-1974 Recommended Practice for Treatment of Embankment Slopes for Erosion Control 6. IRC:75-1979 Guidelines for the Design of High Embankments 7. IRC:SP:58-2001 Guidelines for Use of Flyash in Road Embankments 1.(G). Non-Bituminous Base and Sub-Base 1. IRC:19-2005 Standard Specifications and Code of Practice for Water Bound Macadam (Third Revision) 2. IRC:49-1973 Recommended Practice for the Pulverization of Black Cotton Soils for Lime Stabilisation 3. IRC:50-1973 Recommended Design Criteria for the Use of Cement Modified Soil in Road Construction 4. IRC:51-1992 Guidelines for the Use of Soil-Lime Mixes in Road Construction (First Revision) 5. IRC:60-1976 Tentative Guidelines for the Use of Lime- Flyash Concrete as Pavement Base or Sub-Base 6. IRC:63-1976 Tentative Guidelines for the Use of Low Grade Aggregates and Soil Aggregates Mixtures in Road Pavement Construction 7. IRC:74-1979 Tentative Guidelines for Lean-Cement Concrete and Lean-Cement Flyash Concrete as a Pavement Base or Sub-Base 8. IRC:88-1984 Recommended Practice for Lime-Flyash Stabilised Soil Base/Sub-Base in Pavement Construction 9. IRC:109-1997 Guidelines for Wet Mix Macadam 10. IRC:SP:59-2002 Guidelines for Use of Geotextiles in Road Pavements and Associated Works 1.(H). Design, Construction and Maintenance of Flexible Pavements 1. IRC:14-2004 Recommended Practice for Open graded Premix Carpet (Third Revision) 2. IRC:16-1989 Specification for Priming of Base Course with Bituminous Primers (First Revision) Appendix-3/3
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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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1700. TRAFFIC SIGNS AND MARKINGS A.
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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 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
Page 250 and 251: Appendix-1 1.4 Estimating Plasticit
Page 252 and 253: Appendix-1 1.8 Simple Gadgets for E
Page 254 and 255: Appendix-1 (ii) Make two identical
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Page 258 and 259: Appendix-2 Curing : Covering the c
Page 262 and 263: Appendix-3 Sr. Code/ Title of the P
Page 264 and 265: Appendix-3 Sr. Code/ Title of the P
Page 266 and 267: Quality Assurance Handbook for Rura
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Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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