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Home / DOT Specifications / Oregon / 2024 Standard Specifications for Construction / 02410
Bases & Subbases

02410Concrete Pipe

OR · 2024 Standard SpecificationsBook pages 1154–1155View official source ↗

02410.00 1088 Drainage and Water Distribution Materials

Description

02410.00Scope - This Section includes the requirements for nonreinforced and reinforced concrete

pipe and concrete drain pipe and tile.

Mate rials

02410.10Concrete Pipe - Furnish concrete pipe meeting the following requirements:

(a)End Designs - Where rubber gasket joints are used, modify the design of the ends of the pipe

sections according to ASTM C443 to accommodate rubber gaskets.

(b)Sloped or Skewed Ends - If the ends of pipe require sloped ends, skewed ends or both,

fabricate the ends in a manner that provides good workmanship and a smooth finish, and protection to oth erwise exposed reinforcement where applicable.

(c)Markings - Indent the markings required by AASHTO M 86 (ASTM C14) in the outside surface

of each section of pipe.

(d)Concrete Pipe Field Permeability Tests - The Engineer may require field permeability tests

on a maximum of 5 percent of each lot, class, or size of pipe according to ASTM C497 on pipe 24 inches in diameter and smaller. Provide all the necessary labor, Equipment , water and Materials at the sit e for performing field permeability tests.

At the option of the pipe Supplier , and with the approval of the Engineer, individual field permeability tests may be performed at the point of manufacture.

(e)Concrete Pipe Plant Air Test - The Engineer may require that each length of concrete

pipe 12 inches in diameter and smaller be given an individual air test at the point of manufacture. Use test Equipment approved by the Engineer and a test pressure of at least of 10 psi. Each length shall show no appreciable loss of air after 5 seconds.

When individual air testing is performed, no field or shop permeability tests will be required.

(f)Nonreinforced Concrete Pipe - Provide nonreinforced or plain circular concrete pipe and

special sections conforming to the requirements of AASHTO M 86 (ASTM C14) or ASTM C985 and this Section.

(g)Reinforced Concrete Pipe - Provide reinforced concrete pipe and special sections

conforming to the requirements of AASHTO M 170 ( ASTM C76) and this Section, except as follows.

(1)Special Sections - Furnish special sections such as elbows, wyes, tees, crosses, bends

and reducers as shown, specified or directed. In the absence of any design or Specifications , the special sections shall be of the design recommended by the manufacturer for the intended use. Generally the special sections shall conform to the requirements specified for the pipe with which it is to be used.

02410.80 1089 Fabricate special sections with components from tested and approved lots. Maintain production dates of components.

(2)Load Strength - Reinforced concrete pipe having the same D -load strengths as those

specified to be furnished under AASHTO M 170 ( ASTM C76) may be furnished according to AASHTO M 242 ( ASTM C655).

(3)Acceptance - The basis of acceptance for reinforced concrete pipe manufactured according

to AASHTO M 170 ( ASTM C76), and AASHTO M 242 ( ASTM C655) will be Paragraph 5.1.1 of AASHTO M 170.

(h)Concrete Drain Pipe - Use circular, nonreinforced perforated concrete pipe and special

sections for subsurface drainage conforming to the requirements of AASHTO M 175 ( ASTM C444), Type 1, all applicable requirements of AASHTO M 86 (ASTM C14), except indent the markings required by AASHTO M 86 (ASTM C14) in the outside surface of each section of pipe.

(i)Concrete Drain Tile - Provide concrete drain tile conforming to the requirements of

AASHTO M 178 ( ASTM C412).

02410.80Acceptance - Except as provided in 02410.10(g)(3), acceptance of nonreinforced

concrete pipe, reinforced concrete pipe, concrete drain pipe, concrete drain tile, and hardware will be according to 00165.35 and this Section.

Source: Oregon Standard Specifications for Construction, 2024 Edition. Pages 1154–1155 of 1,268.
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