706.02 Reinforced Concrete Pipe

1. Specification:

706.02 C&MS.

S 1074

703.02

2. Sampling and / or Inspection Requirements:

Certified Plant Sampled and Tested Materials:

Sampling is not be required. Material is tested and accepted under certification program S 1074. The Certified Supplier list is on the OMM website @ http://www.dot.state.oh.us/Divisions/ConstructionMgt/Materials/Pages/CertifiedSuppliers.aspx. Materials from non-certified suppliers will not be accepted. (Field)

Inspect pipe upon delivery to the project for dimensions and condition. Dimensions shall comply with the Tables in Section 4. A TE-24 Shipping Notice must be received with the material documenting the pipe size and D-load. If the material fulfills the requirements it may be used immediately.

If the material does not fulfill the requirements, then it shall be rejected. Send a copy of the TE-24 to the DET and notify OMM, Concrete Section. (Field)

Individual sections of pipe may be rejected because of any of the following.

Fracture or cracks passing through the wall, except for a single end crack that does not exceed the depth of the joint.

Defects that indicate imperfect mixing and / or molding.

Damaged ends where such damage would prevent making a satisfactory joint.

The exposure of reinforcing steel in the pipe except for of the ends of longitudinal stirrups or spacers that have been used to position the cages during the placement of the concrete is not a cause for rejection.

More than two holes in the pipe wall for lifting purposes. (Those holes will be grout filled before backfilling at the project site.)

Each pipe shall be clearly, permanently marked with the following information:

Pipe strength. The 0.01-in. Crack, D-load designation followed by the capital letter D. (e.g. A 2,000- 0.01 crack D-load pipe shall be marked 2000 D).

Design wall thickness, in inches, expressed as a decimal. (e.g., A 3 " wall pipe shall be shown as "3.5").

Date of Manufacture.

Name or trademark of the manufacturer.

Identification or location of the plant.

Pipe made with "S" stirrups shall have the symbol "S".

Pipe with quadrant steel shall have the symbol "Q".

Pipe with elliptical reinforcement shall have the symbol "E".

Pipe requiring axis orientation during placement, and carrying any of these symbols "S", "Q" or "E" must have lift holes placed at the crown of the pipe, or lacking lift holes shall have the crown of the pipe marked inside and outside and also carry the symbol "T B".

Pipe requiring deformed wire reinforcement in the design shall have the symbol "DF".

3. Method of Test:

(OMM)

ASTM C 497.

ASTM C655

4. Addendum:

Acceptable Dimensional Requirements for Reinforced Concrete Pipe D load of 1000 lb/ft/ft

D-load 0.01-in. 1000
D-load Ult 1500 ODOT
ASTM C76 Walls 706.02
Diameter (in) Wall A (in) Wall B (in) Wall C(in) Wall (in)
12 1.75 2.00 2.75
15 1.88 2.25 3.00
18 2.00 2.50 3.25
21 2.25 2.75 3.25
24 2.50 3.00 3.75
27 2.63 3.25 4.00
30 2.75 3.50 4.25
33 2.875 3.75 4.50
36 3 4.00 4.75 4.00
42 3.5 4.50 5.25 4.50
48 4 5.00 5.75 5.00
54 4.5 5.50 6.25 5.50
60 5 6.00 6.75 6.00
66 5.5 6.50 7.25 6.50
72 6 7.00 7.75 7.00
78 6.5 7.50 8.25 7.50
84 7 8.00 8.75 8.00
90 7.5 8.50 9.25 8.00
96 8 9.00 9.75 8.50
102 8.5 9.50 10.25 8.50
108 9 10.00 10.75 9.00
114 9.50
120 10.0
126 10.50
132 11.00
144 12.00

706.02 Reinforced Concrete Pipe

Acceptable Dimensional Requirements for Reinforced Concrete Pipe D load of 1350 lb/ft/ft

D-load 0.01-in. 1350
D-load Ult 2000 ODOT
ASTM C76 Walls 706.02
Diameter (in) Wall A (in) Wall B (in) Wall C(in) Wall (in)
12 1.750 2.00 2.75
15 1.875 2.25 3.00
18 2.000 2.50 3.25
21 2.250 2.75 3.50
24 2.500 3.00 3.75
27 2.625 3.25 4.00
30 2.750 3.50 4.25
33 2.875 3.75 4.50
36 3.000 4.00 4.75 4.00
42 3.500 4.50 5.25 4.50
48 4.000 5.00 5.75 5.00
54 4.500 5.50 6.25 5.50
60 5.000 6.00 6.75 6.00
66 5.500 6.50 7.25 6.50
72 6.000 7.00 7.75 7.00
78 6.500 7.50 8.25 7.50
84 7.000 8.00 8.75 8.00
90 7.500 8.50 9.25 8.00
96 8.000 9.00 9.75 8.50
102 8.500 9.50 10.25 8.50
108 9.000 10.00 10.75 9.00
114 9.50
120 10.00
126 10.50
132 11.00
144 12.00

706.02 Reinforced Concrete Pipe

Acceptable Dimensional Requirements for Reinforced Concrete Pipe D load of 2000 lb/ft/ft

D-load 0.01-in. 2000
D-load Ult 3000 ODOT
ASTM C76 Walls 706.02
Diameter (in) Wall A (in) Wall B (in) Wall C(in) Wall (in)
12 1.75 2.00 2.75
15 1.875 2.25 3.00
18 2.00 2.50 3.25
21 2.25 2.75 3.50
24 2.50 3.00 3.75
27 2.625 3.25 4.00
30 2.75 3.50 4.25
33 3.75 4.50
36 4.00 4.75
42 4.50 5.25
48 5.00 5.75
54 5.50 6.25
60 6.00 6.75
66 6.00 7.25
72 7.00 7.75
78 8.25 7.50
84 8.75 8.00
90 8.00
96 8.50
102 8.50
108 9.00
114 9.50
120 10.00
128 10.50
132 11.00
144 12.00

706.02 Reinforced Concrete Pipe

Acceptable Dimensional Requirements for Reinforced Concrete Pipe D load of 3000 lb/ft/ft

D-load 0.01-in. 3000
D-load Ult 3750 ODOT
ASTM C76 Walls 706.02
Diameter (in) Wall A (in) Wall B (in) Wall C (in) Wall (in)
6 1.75
8 1.75
10 1.75
12 2.00 2.75
15 2.25 3.00
18 2.50 3.25
21 2.75 3.50
24 3.00 3.75
27 3.25 4.00
30 3.50 4.25
33 3.75 4.50
36 4.00 4.75
42 4.50 5.25
48 5.00 5.75
54 6.25 5.50
60 6.75 6.00
66 7.25 6.50
72 7.75 7.00
78 7.50
84 8.00
90 8.00
96 8.50
102 8.50
108 9.00
114 9.50
120 10.00
126 10.50
132 11.00
144 12.00