2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
706.02 and 5 for a size and D-load as accepted designs. Where here different concrete strengths are listed in the tables, use the higher concrete. In addition, steel areas, interpolated as above between Table 706.02-1 and Table 706.02-2, 2, 36 36-inch (900 mm) through 108-inch inch (2700 mm) using the higher concrete strength, and interpolation of the circumferential steel between Table 706.02-3 3 and Table 706.02-4 4 using the wall thickness and stirrup designs in Table 706.02 706.02-4, are accepted designs. Pipe manufactured according to an accepted d pipe design will be accepted, at the option of the Laboratory, according to the basis of acceptance described in Section 4.1.1 or 4.1.2. Provide reinforced concrete pipe with S-stirrups stirrups according to Figure 1 (Figure 1M) and the following requirements: 1. Provide steel conforming to 709.08, 709.10, 709.11, or 709.12. Ensure that the wall thickness, amount of circular reinforcement, S-stirrup stirrup system, and concrete strength comply with Tables 706.02-2, 706.02-3, 3, and 706.02 706.02-4. Ensure that the spacing center-to-center center of adjacent inner rings of circumferential reinforcement in a cage does not exceed 4 inches (102 mm) for pipe up to and including pipe having a 4 inches (102 mm) wall thickness or exceed wall thicknesses for larger pipe and in no case exceed 6 inches (152 mm). 2. Ensure that each line of S-stirrups stirrups have a continuous “S” shape extending longitudinally from end to end of the pipe. Ensure that they extend from the inner cage toward the outer surface of the pipe for a distance not less than the minimum amplitude. Ensure that S-stirrups stirrups pass around and are in contact with each inside circumferential member of the inner cage. Ensure that each line of Sstirrups lie essentially in a plane passing through the longitudinal axis of the pipe. 3. Where more re than one length of stirrup material is used per line, make a lap round one circumferential member of the inner cage. Ensure that the ends of “S” shaped stirrups at splices include an outer bend. Do not use more than three lengths of “S” material in a line and ensure that the minimum length of a section of S-stirrups is 30 inches (0.76 m). Illustrative Example of S-Stirrup Support System for 0.01-inch inch Crack DD-load 3000, 102-inch diameter Pipe Minimum Area Per Support 0.053 square inch, 11 Lines Spaced @ 5 1/8 inches. For other classes and sizes, see Tables 706.02-2, 2, 3, and 4. 702
Illustrative Example of S-Stirrup Support System for 0.3 mm Crack D 2550 mm diameter Pipe Minimum Area per Support 34 mm 2 Stirrup Support System for 0.3 mm Crack D-Load 140.0, , 11 Lines Spaced @ 128 mm. For other classes and sizes, see Tables 706.02-2M, 2M, 3M, and 4M. 0.01-inch Crack D-Load 1000 Ultimate Strength D-Load 1500 Internal Diameter of Pipe Wall Thickness (in) TABLE 706.02-1 Circular Reinforcement in Circular Pipe Inner Cage (in) (in 2 Outer Cage /ft of pipe) (in 2 /ft of pipe) Reinforcing Steel 709.11 or 709.12 Only Concrete Strength 4000 psi 36 4 0.09 0.07 42 4 1/2 0.11 0.08 48 5 0.13 0.09 54 5 1/2 0.16 0.12 60 6 0.19 0.14 66 6 1/2 0.21 0.16 72 7 0.23 0.17 78 7 1/2 0.25 0.19 84 8 0.29 0.21 90 8 0.33 0.24 96 8 1/2 0.37 0.26 Concrete Strength 5000 psi 102 8 1/2 0.41 0.28 108 9 0.47 0.3 All Permitted Reinforcing Steel Concrete Strength 5000 psi 114 9 1/2 0.56 0.42 120 10 0.61 0.46 126 10 1/2 0.65 0.49 132 11 0.7 0.52 144 12 0.8 0.6 703 706.02
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706.02<br />
<strong>and</strong> 5 for a size <strong>and</strong> D-load as accepted designs. Where here different concrete<br />
strengths are listed in the tables, use the higher concrete. In addition, steel areas,<br />
interpolated as above between Table 706.02-1 <strong>and</strong> Table 706.02-2, 2, 36 36-inch (900<br />
mm) through 108-inch inch (2700 mm) using the higher concrete strength, <strong>and</strong><br />
interpolation <strong>of</strong> the circumferential steel between Table 706.02-3 3 <strong>and</strong> Table<br />
706.02-4 4 using the wall thickness <strong>and</strong> stirrup designs in Table 706.02 706.02-4, are<br />
accepted designs. Pipe manufactured according to an accepted d pipe design will be<br />
accepted, at the option <strong>of</strong> the Laboratory, according to the basis <strong>of</strong> acceptance<br />
described in Section 4.1.1 or 4.1.2.<br />
Provide reinforced concrete pipe with S-stirrups stirrups according to Figure 1<br />
(Figure 1M) <strong>and</strong> the following requirements:<br />
1. Provide steel conforming to 709.08, 709.10, 709.11, or 709.12.<br />
Ensure that the wall thickness, amount <strong>of</strong> circular reinforcement, S-stirrup stirrup system,<br />
<strong>and</strong> concrete strength comply with Tables 706.02-2, 706.02-3, 3, <strong>and</strong> 706.02 706.02-4.<br />
Ensure that the spacing center-to-center center <strong>of</strong> adjacent inner rings <strong>of</strong> circumferential<br />
reinforcement in a cage does not exceed 4 inches (102 mm) for pipe up to <strong>and</strong><br />
including pipe having a 4 inches (102 mm) wall thickness or exceed wall<br />
thicknesses for larger pipe <strong>and</strong> in no case exceed 6 inches (152 mm).<br />
2. Ensure that each line <strong>of</strong> S-stirrups stirrups have a continuous “S” shape<br />
extending longitudinally from end to end <strong>of</strong> the pipe. Ensure that they extend from<br />
the inner cage toward the outer surface <strong>of</strong> the pipe for a distance not less than the<br />
minimum amplitude. Ensure that S-stirrups stirrups pass around <strong>and</strong> are in contact with<br />
each inside circumferential member <strong>of</strong> the inner cage. Ensure that each line <strong>of</strong> Sstirrups<br />
lie essentially in a plane passing through the longitudinal axis <strong>of</strong> the pipe.<br />
3. Where more re than one length <strong>of</strong> stirrup material is used per line,<br />
make a lap round one circumferential member <strong>of</strong> the inner cage. Ensure that the<br />
ends <strong>of</strong> “S” shaped stirrups at splices include an outer bend. Do not use more than<br />
three lengths <strong>of</strong> “S” material in a line <strong>and</strong> ensure that the minimum length <strong>of</strong> a<br />
section <strong>of</strong> S-stirrups is 30 inches (0.76 m).<br />
Illustrative Example <strong>of</strong> S-Stirrup Support System for 0.01-inch inch Crack DD-load<br />
3000,<br />
102-inch diameter Pipe Minimum Area Per Support 0.053 square inch, 11 Lines Spaced @ 5<br />
1/8 inches. For other classes <strong>and</strong> sizes, see Tables 706.02-2, 2, 3, <strong>and</strong> 4.<br />
702