Difference between revisions of "751.4 Reinforced Concrete Design Properties"
Jump to navigation
Jump to search
(*) Values of n for computations of strength only.
m (article attached to new EPG 751) |
m (→751.4.1 Reinforced Concrete: Per Bridge, corrected the usage of Class B and Class B-1 concrete for intermediate bents.) |
||
| Line 8: | Line 8: | ||
{| border="0" cellpadding="2" cellspacing="0" align="center" | {| border="0" cellpadding="2" cellspacing="0" align="center" | ||
| − | |colspan="2"|'''Box | + | |colspan="2"|'''Box Culverts'''||B-1 |
|- | |- | ||
|colspan="2"|'''Retaining Walls'''||B or B-1 | |colspan="2"|'''Retaining Walls'''||B or B-1 | ||
| Line 14: | Line 14: | ||
|colspan="2"|'''Superstructure (General)'''||B-2 | |colspan="2"|'''Superstructure (General)'''||B-2 | ||
|- | |- | ||
| − | | ||Curbs and Parapets||B-1 | + | |width="20"| ||Curbs and Parapets||B-1 |
|- | |- | ||
| ||Safety Barrier Curbs||B-1 | | ||Safety Barrier Curbs||B-1 | ||
| Line 36: | Line 36: | ||
| ||Prestressed Double -Tee Girders||A-1 | | ||Prestressed Double -Tee Girders||A-1 | ||
|- | |- | ||
| − | | ||Integral End Bents||B-2 | + | | ||Integral End Bents (Above lower construction joint)||B-2 |
|- | |- | ||
| − | | || | + | | ||Semi-Deep Abutments (Above construction joint under slab)||B-2 |
|- | |- | ||
| − | | | | + | |colspan="2"|'''Substructure (General)'''||B |
|- | |- | ||
| − | | || | + | | ||Integral End Bents (Below lower construction joint)||B |
|- | |- | ||
| − | | | + | | ||Semi-Deep Abutments (Below construction joint under slab)||B |
|- | |- | ||
| − | | || | + | | ||Intermediate Bents||B (*) |
|- | |- | ||
| − | | || | + | | ||width="485"|Intermediate Bent Columns, End Bents (Below construction <br/>joint at bottom of slab in Cont. Conc. Slab Bridges)||B-1 |
|- | |- | ||
| − | + | | ||colspan="2"| | |
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| − | | ||colspan="2"| | ||
|- | |- | ||
| ||Footings||B | | ||Footings||B | ||
| Line 69: | Line 59: | ||
|} | |} | ||
| − | + | (*) In special cases when a stronger concrete is necessary for design, Class B-1 may be considered for intermediate bents (caps, columns, tie beams, web beams, collision walls and/or footings). | |
| − | (*) | ||
Revision as of 09:22, 10 December 2013
751.4.1 Reinforced Concrete
Classes of Reinforced Concrete
Below are classes of concrete for each type or portion of structure:
| Box Culverts | B-1 | |
| Retaining Walls | B or B-1 | |
| Superstructure (General) | B-2 | |
| Curbs and Parapets | B-1 | |
| Safety Barrier Curbs | B-1 | |
| Median Barrier Curbs | B-1 | |
| Sidewalks | B-2 | |
| Raised Median | B-2 | |
| Slabs | B-2 | |
| Box Girders | B-2 | |
| Deck Girders | B-2 | |
| Prestressed Precast Panels | A-1 | |
| Prestressed I - Girders | A-1 | |
| Prestressed Double -Tee Girders | A-1 | |
| Integral End Bents (Above lower construction joint) | B-2 | |
| Semi-Deep Abutments (Above construction joint under slab) | B-2 | |
| Substructure (General) | B | |
| Integral End Bents (Below lower construction joint) | B | |
| Semi-Deep Abutments (Below construction joint under slab) | B | |
| Intermediate Bents | B (*) | |
| Intermediate Bent Columns, End Bents (Below construction joint at bottom of slab in Cont. Conc. Slab Bridges) |
B-1 | |
| Footings | B | |
| Drilled Shafts | B-2 | |
| Cast-In-Place Pile | B-1 | |
(*) In special cases when a stronger concrete is necessary for design, Class B-1 may be considered for intermediate bents (caps, columns, tie beams, web beams, collision walls and/or footings).
| Class of Concrete | Aggregate Maximumsize (Inches) | Cement Factor (barrels percubic yard) | (psi) | (psi) | (*) | (ksi) |
|---|---|---|---|---|---|---|
| A-1 | 3/4 | 1.6 (Min.) | 5,000 | 2,000 | 6 | 4074 |
| B | 1 | 1.4 (Min.) | 3,000 | 1,200 | 10 | 3156 |
| B-1 | 1 | 1.6 (Min.) | 4,000 | 1,600 | 8 | 3644 |
| B-2 | 1 | 1.875 (Min.) | 4,000 | 1,600 | 8 | 3644 |
| Reinforcing Steel | |
|---|---|
| Reinforcing Steel (Grade 60) | = 60 ksi |
