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Division 800 — Materials

848Pipe Appurtenances

GA · 2021 Standard Specifications✓ Full text on BuildSpecBook pages 1606–1610 Save this section

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SECTION 848 — Pipe Appurtenances

848.1General Description

This section includes the requirements for all pipe appurtenances, such as: • Rubber gaskets • Steel-bolted couplings • Gate valves • Sterilizing agents • Bituminous plastic cement 848.1.01 Related References

A.Standard Specifications
SECTION 106 — Control of Materials
SECTION 843 — Concrete Pipe
B.Referenced Documents

AASHTO M 198 AASHTO M 315 ASTM C 1619 ASTM D 2000 3AA708Z-B-13 AWWA B 300 AWWA C 500 AWWA M 11 QPL 21

848.2Materials

848.2.01 Rubber Gaskets for Concrete Pipe

A.Requirements

Type Use rubber-type gaskets and o-rings meeting the requirements of AASHTO M 315 and ASTM C 1619, Class C. However, pipe used in culvert construction does not need a hydrostatic pressure test.

a.Use approved gaskets and o-rings listed in QPL 21
B.Fabrication

General Provisions 101 through 150.

C.Acceptance

The Department will accept gaskets from approved QPL sources only.

D.Materials Warranty

General Provisions 101 through 150. 1596 1596 1596

SECTION 848 — Pipe Appurtenances

848.2.02 Steel-Bolted Couplings

A.Requirements

Coupling Types Use steel-bolted couplings for joining all types of plain end pipe. Ensure the couplings have the following characteristics: • Wedge gasket and flared sleeve • One steel middle ring, two steel followers, two wedge-shaped rubber-compounded gaskets, and steel bolts • Dimensions and type for the size and kind of pipe to be joined, including reducers if required Middle Rings

a.Ensure middle rings size 0.375 in. (10 mm) through 3 in. (80 mm) are fabricated from tubing and

cold-formed to provide proper flare at each end and to receive the wedge portion of the gasket.

b.Ensure middle rings size 4 in. (100 mm) and larger are made from either bar or plate-flash-welded,

cold-formed, cold-expanded beyond the yield point of the steel to size the ring and proof-test the weld.

c.Air-test all welded rings to ensure the weld is porous-free.
d.Use middle rings that have a bellowed portion between the flares provided for the gaskets to

accommodate pipe deflection. Followers

a.Ensure the followers meet these requirements:

Size Fabrication 0.375 in. (10 mm) through 1.5 in. (40 mm) One piece steel forgings. Above 1.5 in. (40 mm) through 5 ¼ in. (130 mm) Cold-formed, two-piece construction. 5 ¼ in. (140 mm) through 20 in. (500 mm) Hot forged from a single piece circular plate & water quenched after forging for maximum strength. Above 20 in. (500 mm) Use a special contoured mill section - circle-rolled, flash-welded and cold-expanded beyond the yield point of the steel to size the ring and proof-test the weld. All followers Have solid formed gasket recess, free of seams or breaks, to confine the gasket. 1597 1597 1597

SECTION 848 — Pipe Appurtenances

Gaskets Use gaskets meeting the requirements of ASTM D 2000 3AA708Z-B-13, with the following exceptions: Color Jet black Surface Nonblooming Shore “A” Durometer hardness 75 ± 5 Tensile strength 800 psi (5.5 MPa) minimum Elongation 175% minimum

a.Use a rubber compound that will not deteriorate from age or exposure to air under normal storage or use

conditions. Use natural or synthetic rubber that does not contain reclaimed rubber.

b.Use gaskets immune to impurities such as odorants, liquid hydrocarbons, carbon dioxide, and water

normally found in natural gas.

c.To electrically bond the pipe ends to the center ring, make a permanent bond from material that cannot

corrode or deteriorate and is molded into the tip of the gasket. Bolts Use bolts that have elliptical necks and track heads. Align the elliptical neck and the elliptical hole in the follower so the bolt will not turn.

a.Ensure the shanks of the bolts have enough threads to compress the gasket.
b.Submit to the Engineer the manufacturer’s recommended torque for tightening the bolts.

Coating

a.Unless otherwise specified, coat all metal parts in the shop to protect them during shipping and storage.
b.After installation, apply a coat of coal-tar enamel to the coupling and uncoated ends of the pipe,

according to AWWA M 11. Certification Submit a certification from the pipe, gasket, or joint manufacturer to the Engineer, according to Subsection

106.05, Materials Certification. The certificate shall describe the physical properties of the rubber gasket and

show the results on hydrostatic tests of the gasket and pipe used in the Work.

B.Fabrication

General Provisions 101 through 150.

C.Acceptance

The Department will accept the material based on the certification.

D.Materials Warranty

General Provisions 101 through 150. 848.2.03 Gate Valves

A.Requirements

Use gate valves meeting the requirements of AWWA C 500.

B.Fabrication

General Provisions 101 through 150.

C.Acceptance

The Department will accept the material based on the certification. 1598 1598 1598

SECTION 848 — Pipe Appurtenances
D.Materials Warranty

General Provisions 101 through 150. 848.2.04 Sterilizing Agents

A.Requirements

Use hypochlorites meeting the requirements of AWWA B 300 for sterilizing water systems.

B.Fabrication

General Provisions 101 through 150.

C.Acceptance

General Provisions 101 through 150.

D.Materials Warranty

General Provisions 101 through 150. 848.2.05 Bituminous Plastic Cement

A.Requirements

Type Use a bituminous compound composed of steam-refined petroleum asphalt or refined coal tar that is dissolved in a suitable solvent and stiffened with a mineral filler with short mineral fibers.

a.Ensure the material is smooth and uniform, not thick, livered, or separating to a degree that it cannot be

remixed by stirring.

b.Ensure the material can be applied with a trowel, putty knife, or caulking gun without pulling or drawing

and has good adhesive and cohesive properties when applied to joint surfaces.

c.You may apply the material cold to seal the joints of bell-and-spigot or tongue-and-groove storm or

culvert pipe.

d.Ensure the bituminous plastic cement sets to a tough, plastic coating, without blistering when applied

1/16 to 1/8 in. (2 to 3 mm) thick on a tinned metal panel and cured at room temperature for 24 hours.

e.Use bituminous plastic cement with these characteristics:

Minimum Maximum Grease cone penetration 175.00 250 Weight, lbs./gal (kg/L) 9.75 (1.2) — Non-volatile, percent 75.00 — Ash, by ignition, percent by weight 25.00 45 Use approved materials from those listed on QPL 21.

B.Fabrication

General Provisions 101 through 150. 1599 1599 1599

SECTION 848 — Pipe Appurtenances
C.Acceptance

Test as follows: Test Method Grease cone penetration AASHTO T 187 Non-Volatile ASTM D 2939 Ash ASTM D 128

D.Materials Warranty

General Provisions 101 through 150. 848.2.06 Preformed Plastic Gaskets

A.Requirements

Use cold-applied plastic gaskets meeting the requirements of AASHTO M 198 to seal tongue-and-groove concrete culverts, precast manhole, and sewer pipes. However, do not perform the Flash Point COC and Fire Point COC tests. Use approved materials from those listed in QPL 21.

B.Fabrication

General Provisions 101 through 150.

C.Acceptance

The Department will accept materials only from facilities listed in QPL 21.

D.Materials Warranty

General Provisions 101 through 150. 1600 1600 1600

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Source: Standard Specifications for Construction of Transportation Systems, 2021 Edition. Pages 1606–1610 of 2,050. View official source ↗

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