Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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Quality Assurance Handbook for Rural Roads LIST OF MINISTRY OF RURAL DEVELOPMENT AND MINISTRY OF SHIPPING, ROAD TRANSPORT & HIGHWAYS PUBLICATIONS Sr. Code/ Title of the Publication No. Document No. I. Ministry of Rural Development (MoRD) 1. MoRD Specifications for Rural Roads, 2004 2. MoRD Standard Data Book for Analysis of Rates, 2004 3. NRRDA PMGSY Handbook on Quality Control: Road Works, 2002 4. NRRDA PMGSY Operations Manual, 2005 5. NRRDA PMGSY Draft Guidelines for Quality Monitoring by National Quality Monitors. II. Ministry of Shipping, Road Transport and Highways (MoSRTH) 6. MoRT&H Pocketbook for Bridge Engineers, 2000 (First Revision) 7. MoRT&H Pocketbook for Highway Engineers, 2002 (Second Revision) 8. MoRT&H Manual for Maintenance of Roads, 1983 APPENDIX-4 9. MoRT&H Report of the Committee on Norms for Maintenance of Roads in India, 2001 10. MoRT&H Guidelines for Maintenance Management of Primary, Secondary and Urban Roads, 2004 11. MoRT&H Standard Plans for 3.0 m to 10.0 m Span Reinforced Cement Concrete Solid Slab Structure with and without Footpaths for Highways, 1991 12. MoRT&H Standard Plans for Highway Bridges R.C.C. T-Beam & Slab Superstructure – Span from 10 m to 24 m with 12 m width, 1991 13. MoRT&H Standard Plans for Highway Bridges PSC Girder and RC Slab Composite Superstructure for 30 m Span with and without Footpaths, 35 m Span with Footpaths and 40 m Span without Footpaths, 1991 14. MoRT&H Standard Drawings for Road Bridges – R.C.C. Solid Slab Superstructure (15° & 30° SKEW) Span 4.0 m to 10.0 m (with and without Footpaths), 1992 15. MoRT&H Standard Drawings for Road Bridges R.C.C. Solid Slab Superstructure (22.5º Skew) R.E. Span 4 m to 10 m (with and without Footpath), 1996 16. MoRT&H Standard Plan for Highway Bridges – Prestressed Concrete Beam & RCC Slab Type Superstructure Volume-II Appendix-4/1
Appendix-4 Sr. Code/ Title of the Publication No. Document No. 17. MoRT&H Standard Plans for Single, Double and Triple Cell Box Culverts with and without Earth Cushion 18. MoRT&H Type Designs for Intersections on National Highways, 1992 19. MoRT&H Manual for Safety in Road Design Appendix-4/2
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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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1904 : MAINTENANCE OF BITUMINOUS SU
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 224 and 225: 4. Quality Monitoring only in excep
Page 226 and 227: 1. SECTION 100: GENERAL 1.1: Qualit
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
Page 234 and 235: 4. Section-300 Photo 1. Visual Clas
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
Page 256 and 257: Appendix-1 (ii) Workability: Take a
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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