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2010 Construction and Material Specifications - Ohio Department of ...

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638.10<br />

where:<br />

ND P<br />

ND P<br />

L = L =<br />

7400<br />

130000<br />

L = allowable leakage, in gallons (L) per hour<br />

N = number <strong>of</strong> joints in the length <strong>of</strong> pipe tested.<br />

D = nominal diameter <strong>of</strong> the pipe, in inches (mm)<br />

P = average test pressure during the leakage test, in pounds per<br />

square inch (kPa)<br />

638.10 Disinfection <strong>of</strong> Completed Water Work. After passing the<br />

hydrostatic testing, disinfect the completed water work according to AWWA.<br />

Make all necessary taps <strong>and</strong> furnish all equipment <strong>and</strong> labor required for the<br />

disinfections. Obtain the Engineer’s approval <strong>of</strong> the time <strong>and</strong> the section <strong>of</strong> line to<br />

be disinfected.<br />

638.11 Steel Pipe Encasement. Furnish <strong>and</strong> install a steel casing <strong>of</strong> the<br />

diameter <strong>and</strong> wall thickness shown in the plans.<br />

Make any necessary excavation to install the steel casing. Obtain the<br />

Engineer’s approval for the method <strong>of</strong> any boring or jacking operation. If placing<br />

the steel casing in an open cut trench, place it according to 638.05 <strong>and</strong> 638.08.<br />

Join the casing pipe together with a full-circumference weld conforming to<br />

513.21.<br />

Ensure that the inside diameter <strong>of</strong> the casing allows the water main to be<br />

removed without disturbing the casing or roadbed. Ensure that the inside diameter<br />

<strong>of</strong> the casing is at least 2 inches (50 mm) greater than the largest outside diameter<br />

<strong>of</strong> the water main joints or couplings for carrier pipe that is less than 6 inches (150<br />

mm). Ensure that the inside diameter is at least 4 inches (100 mm) greater than the<br />

largest outside diameter for carrier pipe 6 inches (150 mm) in diameter <strong>and</strong> over.<br />

Install the main in the casing on hardwood blocking or stainless steel chocks<br />

designed to remain fixed in position. The Contractor may install polyvinyl<br />

chloride water main using casing insulators. Close both ends <strong>of</strong> the casing with<br />

mortared 4-inch (100 mm) bricks or a concrete bulkhead.<br />

638.12 Polyethylene Encasement. Lay ductile iron pipe with a polyethylene<br />

encasement as shown on the plans. Install pipe <strong>and</strong> polyethylene encasement<br />

according to ANSI/AWWA. Any increased girth <strong>of</strong> wrapping over valves, tees,<br />

<strong>and</strong> any other irregular shaped items are included in this item without any<br />

additional payment.<br />

638.13 Valves <strong>and</strong> Equipment. Upon delivery at the work site, open valves to<br />

prevent the collection <strong>of</strong> water in the valve. Clean the interiors <strong>of</strong> valves <strong>of</strong> all<br />

foreign matter, <strong>and</strong> inspect them in both the open <strong>and</strong> closed position before<br />

installation.<br />

Set valves plumb <strong>and</strong> joint them to the pipe according to 638.07 <strong>and</strong> the<br />

ANSI/AWWA st<strong>and</strong>ards for the joint type used.<br />

566

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