Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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3. Section-600 4. Build the courses as shown in drawings. Adjust beds properly to bring them to radial planes. Make the radial joints in planes parallel to the transverse axis of the arch. 5. Dress intrados face sufficiently to permit the bricks to rest properly on the centering. Cut the bricks of the spandrel wall at their junctions with the extrados of the arch, to fit in the curvature of the arch. 6. Commence laying of arch for both ends towards the crown and carry out work symmetrically about the crown. Lay bricks in full mortar beds with tightly filled joint. Fit each dry brick first, before it is finally laid into mortar and fixed in its bed. 7. Strike the wedge in pairs from the crown outwards to the springing line, loosening them gradually without shock to the arch. In case of multiple arch spans centering shall not be struck and stripped before construction of adjoining arch. Keep one or two arches undisturbed between the arch last built and the arch being stripped off. A3 Miscellaneous Items 1. For a surface which is subsequently plastered or pointed, make out the joints to a depth of 15 mm while mortar is green. 2. Carry out pointing using mortar of proportion shown on drawings but not leaner than 1:3 by volume of cement and sand. Fill and press mortar into the raked out joints before giving the required finish. 3. Execute plastering using mortar of proportion where shown on the drawings but not leaner than 1:4 by volume of cement and sand to the specified thickness which will not be higher than average thickness by 3 mm. 4. Commence curing as soon as the mortar or pointing/plastering has hardened sufficiently. Keep the surface wet for a period of atleast 7 days. 5. Provide weep holes to masonry structures higher than 2 m to drain water from back filling. Use 100 mm dia AC pipes and extend to the full width of masonry with 1:20 slope to the draining face. Stagger them suitably and their spacing shall not exceed 2 m in horizontal or 1 m in vertical direction, with the lowest one at about 150 mm above the low water level or bed level whichever is higher. 6. Provide architectural concrete coping of 150 mm thickness over the masonry where specified. While using precast or cast in site concrete coping, provide vertical construction joints at spacing of not more than 1.5 m B. Quality Control Requirements 1 Materials (i) Cement and Lime Cement of any of the following types shall be used meeting the physical requirements given in Table 600.1. 124
(ii) Sand/Stone Dust/Marble Dust TABLE 600.1: CEMENT AND LIME 125 Quality Assurance Handbook for Rural Roads Type Grade IS Code Ordinary Portland Cement 33 IS: 269 Blast Furnace Slag Cement - IS:455 Portland Pozzolana Cement Fly ash based IS:1489-Part1 Portland Pozzolana Cement Calcined Clay Based IS:1489-Part II Sulphate Resistance Portland - IS:12330 Cement * Lime in Cement-Lime (Composite) Type A and B IS:712 Mortar * Use in masonry structures which are likely to be affected by the presence of sulphates in surrounding soil or in ground water in concentration of 0.2 percent and 0.03 percent respectively. Sand or Stone Dust or Marble Dust shall consist of hard, durable and clean particles of natural sand, crushed gravel, crushed marble or suitable combinations there of and shall conform to the requirements given in Table 600.2 TABLE 600.2: SAND/STONE/MARBLE DUST Material IS Code Sand IS:2116 Stone/Marble Dust IS:383 (iii) Cement Sand Mortar Cement Sand mortar shall in general conform to IS:2250 and its consistency and water retentivity shall be determined as per the code. The recommended values of consistency and water retentivity are given in Table 600.3 TABLE 600.3 CONSISTENCY AND WATER RETENTIVITY Property Work Value Consistency - Laying of solid brick walls 90-130mm - Filling cavities 130-150 mm Water retentivity(Flow of suction) Masonry work with high suction More than 70% of flow before characteristics suction Refer to Sub-section 800 for the strength requirement of mortar using 33 Grade cement. (iv) Bricks First class bricks of any of the following two types shall be used in masonry works. The physical requirements of bricks are given in Table 600.4
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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 5.3 Quality Control
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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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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 94 and 95: 3. Section-500 5.3 Quality Control
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
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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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Page 112 and 113: 3. Section-500 512. MODIFIED BITUME
Page 114 and 115: 3. Section-500 TABLE 512.5 : REQUIR
Page 116 and 117: Annex-III & IV DETERMINATION OF IN-
Page 118 and 119: SIMPLE/HANDFEEL TESTS 600 600.1 Bri
Page 120 and 121: 119 Quality Assurance Handbook for
Page 122 and 123: SECTION 600 121 Quality Assurance H
Page 126 and 127: 3. Section-600 (v) Storage of mater
Page 128 and 129: 3. Section-600 3.3. Quality Control
Page 130 and 131: 700 : STONE MASONRY FOR STRUCTURES
Page 132 and 133: (v) Stone Masonry 133 Quality Assur
Page 134 and 135: 4.2. Tests / checks during construc
Page 136 and 137: SECTION 800 CONCRETE FOR STRUCTURES
Page 138 and 139: 3. Section-800 2. Proceed with conc
Page 140 and 141: 3. Section-800 TABLE 800.3: REQUIRE
Page 142 and 143: 3. Section-800 c. The strength of a
Page 144 and 145: 3. Section-800 4.2 Tests / checks d
Page 146 and 147: SECTION 900 149 Quality Assurance H
Page 148 and 149: 3. Section-900 2. Lower centering g
Page 150 and 151: 3. Section-900 C. Do’s and Don’
Page 152 and 153: 1000 STEEL REINFORCEMENT A. Methodo
Page 154 and 155: 3.2 Tests during construction 159 Q
Page 156 and 157: 1100: PIPE CULVERTS A. Methodology
Page 158 and 159: 165 Quality Assurance Handbook for
Page 160 and 161: SECTION 1200 167 Quality Assurance
Page 162 and 163: 3. Section-1200 A2 Substructures Th
Page 164 and 165: 3. Section-1200 4. Provide 75 mm ce
Page 166 and 167: 3. Section-1200 (2) Tolerances 1200
Page 168 and 169: 3. Section-1200 3.2 Tests / checks
Page 170 and 171: SECTION 1300 179 Quality Assurance
Page 172 and 173: 3. Section-1300 A-3 Toe Protection
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3. Section-1300 2. Stones for pitch
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SECTION 1400 187 Quality Assurance
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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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227 Quality Assurance Handbook for
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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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