HC on RR spikes stands for the rail specifications for "High Carbon" spikes.....but that isn't the same as High Carbon steel. Standard track spikes are .08-.12% carbon. HC spikes are .20-.30% Most smiths use the term "Higher Carbon" when referring to spikes. The wives tale that they are 1060 is just that....a tale. ,They are more like 1030 or A36.
Here is a good read for those who want to know these things:
Section 2.2 SPECIFICATIONS FOR HIGH-CARBON STEEL TRACK SPIKES1 (1968)
2.2.1 SCOPE (1968)
a. These specifications cover high-carbon steel track spikes.
b. A supplementary requirement, Article 2.2.14, of an optional nature is provided. It shall apply only when
specified by the purchaser.
AREMA Manual for Railway Engineering 5-2-5
2.2.2 PROCESS (1968)
The steel shall be made by one or more of the following processes: open-hearth, acid-bessemer, electric-furnace, basic-oxygen.
2.2.3 CHEMICAL COMPOSITION (1968)
The steel shall conform to the following requirements as to chemical composition:
Carbon, min, percent:
Acid-bessemer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . 0.20
Other processes (Article 2.2.2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.30
Copper, when specified under supplementary requirementArticle 2.2.14, min, percent . . . . . . . . . . . 0.20
2.2.4 LADLE ANALYSIS (1968)
a. A determination for carbon and copper, when copper is specified, shall be made of each heat of steel. This analysis shall be made from a test ingot taken during the pouring of the heat. The chemical composition thus determined shall be reported to the purchaser or his representative, and shall conform to the requirements specified in Article 2.2.3.
b. When ladle analysis cannot be furnished, the manufacturer shall submit a report of the chemical
analysis made on three spikes selected at random from each 10-ton lot.
2.2.5 TENSILE PROPERTIES (1968)
The manufacturer may, at his option, substitute tension tests for the chemical analysis specified in
Article 2.2.3, in which case the finished spikes shall conform to the following requirements as to tensile
properties:
Tensile strength, min, psi. . . . . . . . . . . . 70,000
Yield point, min, psi . . . . . . . . . . . . . . . . 0.5 tensile strength
Elongation in 2 in., min, percent . . . . . . 25
2.2.6 BENDING PROPERTIES (1968)
a. The body of a full-size finished spike shall stand being bent cold through 120 degrees around a pin, the diameter of which is not greater than the thickness of the spike without cracking on the outside of the
bent portion.
b. The head of a full-size finished spike shall stand being bent backwards to an angle of 55 degrees with the line of the face of the spike, without cracking on the outside of the bent portion.
2.2.7 NUMBER OF TESTS (1968)
a. When the option in Article 2.2.5 is exercised, one tension test shall be made from each 10-ton lot or
fraction thereof.
b. One bend test of each kind specified in Article 2.2.6a and Article 2.2.6b shall be made from each lot of 5 tons or fraction thereof.
5-2-6 AREMA Manual for Railway Engineering
2.2.8 RETESTS (1968)
Spikes represented by bend tests failing to meet the requirements prescribed in Article 2.2.6a and Article 2.2.6b may be annealed and resubmitted. If the spikes fail to meet the third test, they shall be rejected.
2.2.9 PERMISSIBLE VARIATIONS IN DIMENSIONS (1968)
The finished spikes shall conform to the dimensions specified by the purchaser, subject to the permissible variations specified in Table 2-1.
2.2.10 FINISH (1968)
All finished spiked shall be straight, with well formed heads, sharp points and be free from injurious defects and shall be finished in a workmanlike manner.
2.2.11 MARKING (1968)
A letter or brand indicating the manufacturer and also the letters “HC”, indicating high carbon, shall be pressed on the head of each spike while it is being formed. When copper is specified, the letters “CU” shall be added.