Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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3. Section-400 TABLE 405.4: APPROXIMATE QUANTITIES OF COARSE AGGREGATE AND SCREENINGS REQUIRED FOR 100/ 75 mm COMPACTED THICKNESS OF WBM SUB-BASE/BASE/ SURFACING COURSE FOR 10 m 2 AREA Course Aggregate Screenings Classification Size Compacted Loose Stone Screenings Crushable screenings Range thickness Quantitym3 such as Moorum in mm or gravel Grading For WBM Properties Loose classification Sub-base/ Base Quantitym3 & Size mm course (loose quantity) m3 Grading 1 90 to 100 1.21 to Type A13.2 0.27 to 0.30 LL
4. Surface Regularity 59 Quality Assurance Handbook for Rural Roads The maximum allowable difference between the road surface and 3 m straight edge shall be as per Table 405.5. TABLE 405.5: MAXIMUM PERMITTED UNDULATIONS MEASURED WITH 3 M STRAIGHT EDGE Type of Construction Maximum permissible difference Longitudinal Profile BasCross Profile WBM Grade 1 15 mm 12 mm WBM Grade 2/Grade 3 12 mm 8 mm 5. Quality Control Tests 5.1 Tests Prior to Construction The quality control tests to be carried out prior to construction are indicated in Table 405.6. Table 405.6: QUALITY CONTROL TESTS PRIOR TO CONSTRUCTION Type of Test Frequency 1. Aggregate Impact Value Test (IS:2386 Part 4) One test from each identified source. 2. Aggregate Water Absorption Test (IS:2386 Part 3) -do- 3. Soundness Test of Aggregates (where water -doabsorption, as at 2 above, exceeds 2%) (IS:2386 Part 5). 4. Grading, LL and PI of Crushable Screenings -do- (IS:2720 Part 5) (where Screenings are to be used from the same source as the Stone Aggregates, this test is not needed). 5. LL and PI of the Binding Material, when used. -do- 5.2 Tests During Construction The quality control tests to be carried out during construction are indicated in Table 405.7. TABLE 405.7 : QUALITY CONTROL TESTS DURING CONSTRUCTION Type of Test Frequency 1. Grading of Stone Aggregates and Screenings Atleast 2 tests to be carried out for a day’s work. (IS:2386 Part 1) 2. Flakiness Index of Stone Aggregates (IS:2386 Part 1 -do- 3. PI of Crushable Screenings/binding material Atleast 2 tests to be carried out for a day’s work. (IS:2720 Part 5) 4. Aggregate impact value (IS:2386-Part 4) At random one test per km 5. Thickness of Compacted layer. At random
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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
Page 12 and 13: 1. BACKGROUND 1 Quality Assurance H
Page 14 and 15: 3 Quality Assurance Handbook for Ru
Page 16 and 17: Material tests Workmanship tests Se
Page 18 and 19: 2. Quality Management System (iii)
Page 20 and 21: 2. Quality Management System A typi
Page 22 and 23: 105. CONSTRUCTION EQUIPMENT 13 Qual
Page 24 and 25: B Do’s and Don’ts Do’s Don’
Page 26 and 27: 201 & 202. SITE CLEARANCE A Methodo
Page 28 and 29: 301. EMBANKMENT CONSTRUCTION A Meth
Page 30 and 31: (vii) Materials in a frozen conditi
Page 32 and 33: B. Earthwork for Subgrade (Cutting
Page 34 and 35: 302. EARTHWORK IN CUTTING A. Method
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Page 42 and 43: B. Quality Control Requirements 1.
Page 44 and 45: SECTION 400 39 Quality Assurance Ha
Page 46 and 47: 3. Section-400 (ii) Atterberg limit
Page 48 and 49: 3. Section-400 C Do’s and Don’t
Page 50 and 51: 3. Section-400 TABLE 402.2: GRADING
Page 52 and 53: 3. Section-400 2. The pulverization
Page 54 and 55: 3. Section-400 Table 403.3 : QUALIT
Page 56 and 57: 3. Section-400 6. The cement stabil
Page 58 and 59: 3. Section-400 6.3 Quality Control
Page 60 and 61: 3. Section-400 14. In case the scre
Page 66 and 67: 3. Section-400 (ii) Grading Require
Page 68 and 69: 3. Section-400 C Do’s and Don’t
Page 70 and 71: 3. Section-400 408. Local materials
Page 72 and 73: 3. Section-400 B. Quality control r
Page 74 and 75: 3. Section-400 409. LIME-FLYASH STA
Page 76 and 77: 3. Section-400 4. Surface Regularit
Page 78 and 79: 3. Section-400 (ii) Slag The broad
Page 80 and 81: 3. Section-400 6. The thickness of
Page 82 and 83: 3. Section-400 2. Horizontal Alignm
Page 84 and 85: SECTION 500 BITUMINOUS 81 Quality A
Page 86 and 87: 3. Section-500 (iii) In the final l
Page 88 and 89: 3. Section-500 3. The primer should
Page 90 and 91: 3. Section-500 B. Quality Control R
Page 92 and 93: 3. Section-500 TABLE 504.2: PHYSICA
Page 96 and 97: 3. Section-500 (b) Bitumen The bind
Page 98 and 99: 3. Section-500 TABLE 506.1 RATE OF
Page 100 and 101: 3. Section-500 TABLE 507.1: NOMINAL
Page 102 and 103: 3. Section-500 5. Quality Control T
Page 104 and 105: 3. Section-500 TABLE 508.1.1 : QUAN
Page 106 and 107: 3. Section-500 Table 508.1.3: QUALI
Page 108 and 109: 3. Section-500 B. Quality Control R
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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
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4.6 Settlement and Upheaval 235 Qua
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2. Surface Finish 237 Quality Assur
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1908 : MAINTENANCE OF CULVERTS AND
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4. Quality Monitoring only in excep
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1. SECTION 100: GENERAL 1.1: Qualit
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10 5R 60 106 25 DIA WELDED 21 DIA 1
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4. Section-300 (b) Carry out an ins
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4. Section-300 Photo 1. Visual Clas
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Test 1 261 Quality Assurance Handbo
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4. Section-500 (iii) Check the aggr
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5. SECTION 1100:PIPE CULVERTS 267 Q
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6. SECTION 1300: PROTECTION WORKS A
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4. Section-1500 In case of cracked
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4. Section-1700 2. Road Markings C
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Appendix-1 1.4 Estimating Plasticit
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Appendix-1 1.8 Simple Gadgets for E
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Appendix-1 (ii) Make two identical
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Appendix-1 (ii) Workability: Take a
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Appendix-2 Curing : Covering the c
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Appendix-3 Sr. Code/ Title of the P
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Quality Assurance Handbook for Rura
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Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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