Quality Assurance Handbook for Rural Roads Volume-I - pmgsy
Quality Assurance Handbook for Rural Roads Volume-I - pmgsy Quality Assurance Handbook for Rural Roads Volume-I - pmgsy
3. Section-1300 2. Stones for pitching on slopes TABLE 1300.1: STONES FOR APRON Mean Design Velocity m/sec Minimum size and weight of stone Diameter (mm) Weight (kg) Upto 2.0 220 25 2.5 300 40 3.0 380 76 3.5 510 184 4.0 670 417 The size and weight of stones for pitching on slopes shall conform to the requirements given in Table 1300.2 TABLE 1300.2: STONES FOR PITCHING Mean Design Velocity m/sec Minimum size and weight of stone Slope 2:1 Slope 3:1 Diameter (mm) Weight (kg) Diameter (mm) Weight (kg) Upto 2.0 220 25 220 25 Where the required size stone are not available for use in wire crates, CC blocks in M15 grade weighing not less than 25 kg may be used. 3. Coatings on Wires The galvanizing coating shall conform to IS: 4826 and that of annealed steel wire for wire crates shall conform to IS: 280 4. Quality Control Tests 2.5 300 40 300 40 3.0 300 40 300 40 3.5 350 59 300 40 4.0 450 126 350 59 4.1 Tests prior to construction The Quality Control tests to be carried out prior to construction are indicated in Table 1300.3 TABLE 1300.3: QUALITY CONTROL TESTS PRIOR TO CONSTRUCTION S. No. Test / Check Frequency 1. Size and weight of stones in apron / slope / flooring etc. (Table 1300.1 and 1300.2) At quarry site before procurement 2. Wire crates (Size and mesh size) Before procurement 3. Cement concrete blocks (Weight and Size) Before procurement 4. Gradation of Filter media 184
4.2 Tests during construction 185 Quality Assurance Handbook for Rural Roads The quality control tests to be carried out during construction are indicated in Table 1300.4 TABLE 1300.4: QUALITY CONTROL TESTS DURING CONSTRUCTION S. No. Test / Check Frequency 1. Laying of Filter granular material Daily check for workmanship 2. Laying boulders for Daily check for uniformity in workmanship - Apron - Pitching on Slopes - Toe protection - Wire crates 3. Mortar for Joints a) Mix proportions, (control on quality of cement/ Each batch lime by weight b) Consistency and water retentivity (IS:2250) As required c) Compressive strength(IS:2250) 3 samples of cubes where specified 4. Laying of brick stones in flooring Daily check for workmanship 5. Curtain wall Daily check for workmanship 6. Drain (Chute, Road side, Hill side and Catch water) Daily check for workmanship 4.3 Quality Control Checks by AE / EE The Quality control checks to be carried out by AE / EE are indicated in Table 1300.5. TABLE 1300.5: QUALITY CONTROL CHECKS BY AE/EE S. No. Test / Check Designation of Inspecting Officer 1. Fastening of wire crates and size of boulders in apron and pitching AE / EE 2. Bonding of brick/stone masonry AE / EE 3. Cross section and gradients of all drains AE / EE 4. General workmanship of protection works EE C. Do’s and Don’ts Do’s Don’ts 1. Complete floor protection well before the onset of monsoon. 2. The minimum of weight of stone in apron shall be 25 kg. 3. The stone shall be sound, hard and regular in shape. 4. When stones of required size are not available, use cement concrete block equivalent weight of M15 grade. 1. Do not use stone subject to marked deterioration by water or weather. 2. Do not adopt length of apron which is less than two times the depth of curtain wall. 3. Do not use round boulders in stone pitching. 4. Do not excavate the completed road works for construction of road side drains.
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- Page 142 and 143: 3. Section-800 c. The strength of a
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4.2 Tests during construction<br />
185<br />
<strong>Quality</strong> <strong>Assurance</strong> <strong>Handbook</strong> <strong>for</strong> <strong>Rural</strong> <strong>Roads</strong><br />
The quality control tests to be carried out during construction are indicated in Table 1300.4<br />
TABLE 1300.4: QUALITY CONTROL TESTS DURING CONSTRUCTION<br />
S. No. Test / Check Frequency<br />
1. Laying of Filter granular material Daily check <strong>for</strong> workmanship<br />
2. Laying boulders <strong>for</strong> Daily check <strong>for</strong> uni<strong>for</strong>mity in workmanship<br />
- Apron<br />
- Pitching on Slopes<br />
- Toe protection<br />
- Wire crates<br />
3. Mortar <strong>for</strong> Joints<br />
a) Mix proportions, (control on quality of cement/ Each batch<br />
lime by weight<br />
b) Consistency and water retentivity (IS:2250) As required<br />
c) Compressive strength(IS:2250) 3 samples of cubes where specified<br />
4. Laying of brick stones in flooring Daily check <strong>for</strong> workmanship<br />
5. Curtain wall Daily check <strong>for</strong> workmanship<br />
6. Drain (Chute, Road side, Hill side and Catch water) Daily check <strong>for</strong> workmanship<br />
4.3 <strong>Quality</strong> Control Checks by AE / EE<br />
The <strong>Quality</strong> control checks to be carried out by AE / EE are indicated in Table 1300.5.<br />
TABLE 1300.5: QUALITY CONTROL CHECKS BY AE/EE<br />
S. No. Test / Check Designation of Inspecting Officer<br />
1. Fastening of wire crates and size of boulders in apron and<br />
pitching<br />
AE / EE<br />
2. Bonding of brick/stone masonry AE / EE<br />
3. Cross section and gradients of all drains AE / EE<br />
4. General workmanship of protection works EE<br />
C. Do’s and Don’ts<br />
Do’s Don’ts<br />
1. Complete floor protection well be<strong>for</strong>e the onset of<br />
monsoon.<br />
2. The minimum of weight of stone in apron shall be<br />
25 kg.<br />
3. The stone shall be sound, hard and regular in<br />
shape.<br />
4. When stones of required size are not available, use<br />
cement concrete block equivalent weight of M15<br />
grade.<br />
1. Do not use stone subject to marked deterioration by<br />
water or weather.<br />
2. Do not adopt length of apron which is less than two<br />
times the depth of curtain wall.<br />
3. Do not use round boulders in stone pitching.<br />
4. Do not excavate the completed road works <strong>for</strong><br />
construction of road side drains.