ASTM A615 · Rebar sizes explained
What the bar number means, how to read the marks on the bar, what Grade 40/60/80 means, and how to work out area and weight per foot yourself — with worked examples.
Where the official numbers live
Nominal bar dimensions and grades are set by ASTM A615/A615M (carbon-steel bar) and ASTM A706/A706M (low-alloy, weldable bar), published by ASTM International. For day-to-day work, your rebar fabricator's submittal, the mill test report, and the Concrete Reinforcing Steel Institute (CRSI) manuals list every size. The structural drawings govern bar size, grade, spacing, and cover.
Standards are revised periodically and your project spec names the edition that applies. Not engineering advice.
| Mark | What it tells you |
|---|---|
| Bar size mark | The number rolled onto the bar. On soft-metric bar it is the approximate diameter in mm (a #4 is marked 13); on inch-pound bar it is the U.S. bar number. |
| Producing mill | A letter or symbol identifying the mill that rolled the bar — this ties the bar back to its mill test report. |
| Type of steel | Usually "S" for carbon steel (A615) or "W" for low-alloy weldable steel (A706). Other letters cover rail and axle steel. |
| Grade | Shown by a number (for example 60) or by extra longitudinal grade lines. Grade = minimum yield strength in ksi. |
| Grade / type | What to know |
|---|---|
| Grade 40 | 40,000 psi minimum yield. Lower strength, more ductile; seen in some residential and older work, and in smaller bar sizes. |
| Grade 60 | 60,000 psi minimum yield. The default for most U.S. commercial, industrial, and residential structural concrete. |
| Grade 80 | 80,000 psi minimum yield. Used where the engineer wants less steel congestion (columns, walls, heavy foundations). Recent editions of the standards also cover higher grades. |
| A706 vs. A615 | A706 bar has controlled chemistry for welding and tighter ductility requirements — often specified for seismic frames or when bars will be welded. Do not substitute A615 for A706 without the engineer's approval. |
| Example | Input | Steps | Result |
|---|---|---|---|
| A. #4 bar | Diameter 0.500 in (4/8"). | Area = π × 0.500² ÷ 4 = 0.1963 in². Weight = 0.1963 × 3.403 = 0.668 lb/ft. | ≈ 0.20 in² and 0.668 lb/ft |
| B. #5 bar | Diameter 0.625 in (5/8"). | Area = π × 0.625² ÷ 4 = 0.3068 in². Weight = 0.3068 × 3.403 = 1.044 lb/ft. | ≈ 0.31 in² and 1.04 lb/ft |
| C. Takeoff | 1,200 LF of #5 bar. | 1,200 × 1.044 lb/ft = 1,253 lb. Divide by 2,000 for tons. | ≈ 0.63 tons (add laps and waste) |
3.403 lb/ft per in² comes from steel's density (490 lb/ft³ ÷ 144 in²/ft²). Published nominal weights may differ in the last digit from rounding. Confirm diameters for other sizes with your supplier or the standard.
| Mistake | What to do instead |
|---|---|
| Assuming the eighths rule for big bars | It is a rule of thumb for #3–#8 only. Get larger-bar diameters from the supplier or standard. |
| Forgetting lap and hook length in takeoffs | Linear feet from the plan view is not what you order. Add lap splices, hooks, and development length — see the lap splice guide. |
| Mixing up soft-metric marks | A bar stamped 16 is a #5, not a 16 mm "M" bar from a Canadian series. Check the mark against the submittal. |
| Substituting grade | A lower grade or a non-weldable bar is not an equal substitution. It needs an approved RFI or submittal. |
| Skipping the mill cert | Keep mill test reports with the delivery ticket. Inspectors and owners on commercial work routinely ask for them. |
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U.S. reinforcing bar is identified by a bar number. For #3 through #8 the number is a handy rule of thumb for the nominal diameter in eighths of an inch — a #5 is about 5/8". Soft-metric bar carries the same steel with a millimeter mark instead (a #4 is marked 13).
You rarely need a table to get the two numbers that matter for takeoff and checking drawings. Area = π × d² ÷ 4, and because steel weighs about 490 lb/ft³ (490 ÷ 144 ≈ 3.40 lb per ft for every in² of steel), weight per foot is just area × 3.40.
Lap lengths come from the structural drawings — see how rebar lap splices are calculated. The concrete calculator handles pour yardage, and Field PM keeps rebar inspections, pour cards, and mill certs in the QA/QC job book.
For the common small bars (#3 through #8), the bar number is a good rule of thumb for the nominal diameter in eighths of an inch — a #4 is about 4/8" (1/2") and a #5 about 5/8". Above #8 the numbering continues, but the eighths rule no longer holds, so read the diameter from the mill certificate, the bar supplier, or the ASTM standard.
A #4 bar is nominally 1/2" (0.500") in diameter. Its area is π × 0.5² ÷ 4 ≈ 0.196 in², usually rounded to 0.20 in², and its nominal weight works out to about 0.668 lb per foot.
Steel weighs about 490 lb per cubic foot, which is about 3.40 lb for every square inch of cross-section per linear foot. Multiply the bar's nominal area (in²) by 3.40 to get lb/ft, then multiply by the total linear feet for your takeoff.
The grade is the minimum specified yield strength in thousands of psi (ksi). Grade 60 bar has a minimum yield of 60,000 psi and is the most common grade in U.S. building work. Grade 40 is lower-strength and Grade 80 higher; the structural drawings specify which one to use.
Soft-metric bars are the same physical bar labeled by approximate diameter in millimeters: a #4 bar is marked #13 and a #5 bar #16. The steel is identical — only the mark rolled onto the bar differs. Hard-metric (Canadian "M") bars are a different series.
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