OPINION
Section 613(b)(7),3 provides for a 15-percent depletion allowance for all other minerals not previously listed in the section, except that a 5-percent rate shall be used for any such other mineral “when used or sold for use, by the mine owner or operator as rip rap, ballast, road material, rubble, concrete aggregates, or for similar purposes.” The terms used in this Code section should be defined as they are commonly understood within their commercially accepted context. In the industry riprap is a term which is used to define large boulders of stone piled up on beaches and other areas primarily to prevent erosion. They provide an inert, stable, permanent material that will stay put and occupy the space in which it is placed. Ballast is a smaller size stone about the size of one’s fist or less, used primarily for filling in the spaces between railroad ties. Road material is material placed in roadbeds as a filler which is stable and permanent. Bubble is material made up of broken brickbats and broken concrete, which is used also as a filler in roadbeds. It is an aggregate other than natural stone. Concrete is a mixture of coarse aggregate, fine aggregate, water, and Portland cement, although the term is loosely used to include anything mixed up to achieve a hardness. Petitioner’s dolomite is an “other mineral,” the depletion rate for which is provided in section 613(b) (7). When this dolomite is used in Poz-O-Pac and Corson’s masonry cement, it is not used as riprap, ballast, or rubble and respondent does not contend to the contrary. Within the narrow definition of concrete as containing Portland cement, petitioner’s dolomitic limestone used in Poz-O-Pac and Corson’s masonry cement is not used as a “concrete aggregate.” However, in our view this material is used as road material concrete aggregate, or purposes similar to each of these within the meaning of the statute.
Petitioner contends that since there is a chemical reaction between the dolomitic limestone and the fly ash both in Poz-O-Pac and Corson’s masonry cement, the use of the dolomitic limestone in these products is a chemical used and not a use specified in the exceptions contained in section 613(b)(7).
In order to determine the definitional parameters of section 613 (b) (7), we have examined the circumstances surrounding the enactment of the provision. Section 114(b) (4) (A) of the 1939 Code, as amended by section 319(a) of the Bevenue Act of 1951, provided for a 5-percent depletion rate for sand, gravel, brick, granite, and marble; a 10-percent rate for dolomite; and a 15-percent rate for chemical and metallurgical grade limestone.4 Thus the depletion rate was determined by reference to the innate qualities of the mineral. See Virginian Limestone Corporation, 26 T.C. 553 (1956). Spencer Quarries, Inc., 27 T.C. 392 (1956), and South Jersey Sand Co., 30 T.C. 360 (1958), affd. 267 F. 2d 591 (C.A. 3, 1959). In accordance with the provisions of section 114(b) (4) (A), I.R.C. 1939, as amended by the Revenue Act of 1951, taxpayers who were using chemical and metallurgical grade limestone for purposes which could be fulfilled as well by other minerals, such as granite or gravel, were taking the larger depletion rate to which they were entitled. The uses involved were generally construction uses for which heavy, hard stone such as riprap, ballast, road material, rubble, and concrete aggregate were satisfactory. These uses required no special qualities or purity in the material used, other than size and weight and hardness common to most construction stones. Thus section 114(b)(4)-(A), I.R.C. 1939, as amended by the 1951 Revenue Act, gave a competitive advantage to taxpayers who were using chemical and metallurgical-grade limestone for the same purpose and thus in competition with other minerals which did not have the special grade of purity for which the increased depletion rate was awarded. See Virginian Limestone Corporation, supra; Spencer Quarries, Inc., supra; South Jersey Sand Co., supra; Quartzite Stone Co., 30 T.C. 511 (1958), affd. 273 F. 2d 738 (C.A. 10, 1959); and United States v. W. R. Bonsal Co., 279 F. 2d 465 (C.A. 4, 1960).
Even though the above-cited cases were decided after the enactment of the 1954 Code, the legislative history of section 613 (b) (7) shows that Congress, in providing the present general 15-percent depletion rate for all nonspecified minerals, except when such minerals were used for specified purposes which were comparable to those involved in the cited cases and limiting the rate to 5 percent when such minerals were so used was aware of the “discrimination in percentage depletion rates between materials which are used comparatively for the same purposes.” S. Rept. No. 1622, to accompany H.R. 8300 (Pub. L. No. 591), 83d Cong., 2d Sess., p. 77 (1954) .5 The ptirpose of the “use test” incorporated into section 618(b)(7) was to prevent such discrimination. It seems clear that Congress intended the “use test” contained in section 613(b) (7) to be interpreted in such a way that products competing with minerals which were entitled to only a 5-percent rate would not enjoy a competitive advantage merely because under section 613(b) (7) the producer of “other minerals” is entitled for purposes not so competitive to use the 15-percent depletion rate. Because of the general congressional intent we consider it proper to interpret the phrase “and similar uses” in the exception contained in section 613(b) (7) in such a way as to include those uses reasonably commercially competitive with the uses specifically enumerated.
Petitioner’s Poz-O-Pac is used primarily as a road base. Even though the dolomitic limestone functions in Poz-O-Pac as a participant in the cementitious reaction it also serves significantly as a filler and diluent. This latter function is similar to the function of road material in the laying of asphalt and other forms of roadways. Moreover, Poz-O-Pac competes with concrete particularly in the broad use of the term as referring to any combination of aggregates, water, and cementitious material which forms a resultant structurally hard end product. As such the limestone used in Poz-O-Pac has a significant use similar to a concrete aggregate. The face that the dolomitic limestone serves an additional function as part of the cementitious reaction is not sufficient, in light of the significance of its aggregate function, to remove it from the exception provided for in section 613(b) (7).
The importance of the function of the dolomitic limestone as an aggregate in Poz-O-Pac and its competitiveness in this use -with various gravels is highlighted by the evidence showing that manufacturers of Poz-O-Pac under licenses from petitioner’s subsidiary use gravel in making Poz-O-Pac.
The major portion of the evidence in this case and an appreciable portion of the argument of the parties concern the question whether there was a chemical reaction between the dolomitic limestone used in petitioner’s Poz-O-Pac and the fly ash used therein. From the evidence we conclude that there is a chemical reaction between the dolomitic limestone used by petitioner in its Poz-O-Pac and the fly ash used therein. We have set forth in our findings the facts on which we base this conclusion.
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OPINION
Section 613(b)(7),3 provides for a 15-percent depletion allowance for all other minerals not previously listed in the section, except that a 5-percent rate shall be used for any such other mineral “when used or sold for use, by the mine owner or operator as rip rap, ballast, road material, rubble, concrete aggregates, or for similar purposes.” The terms used in this Code section should be defined as they are commonly understood within their commercially accepted context. In the industry riprap is a term which is used to define large boulders of stone piled up on beaches and other areas primarily to prevent erosion. They provide an inert, stable, permanent material that will stay put and occupy the space in which it is placed. Ballast is a smaller size stone about the size of one’s fist or less, used primarily for filling in the spaces between railroad ties. Road material is material placed in roadbeds as a filler which is stable and permanent. Bubble is material made up of broken brickbats and broken concrete, which is used also as a filler in roadbeds. It is an aggregate other than natural stone. Concrete is a mixture of coarse aggregate, fine aggregate, water, and Portland cement, although the term is loosely used to include anything mixed up to achieve a hardness. Petitioner’s dolomite is an “other mineral,” the depletion rate for which is provided in section 613(b) (7). When this dolomite is used in Poz-O-Pac and Corson’s masonry cement, it is not used as riprap, ballast, or rubble and respondent does not contend to the contrary. Within the narrow definition of concrete as containing Portland cement, petitioner’s dolomitic limestone used in Poz-O-Pac and Corson’s masonry cement is not used as a “concrete aggregate.” However, in our view this material is used as road material concrete aggregate, or purposes similar to each of these within the meaning of the statute.
Petitioner contends that since there is a chemical reaction between the dolomitic limestone and the fly ash both in Poz-O-Pac and Corson’s masonry cement, the use of the dolomitic limestone in these products is a chemical used and not a use specified in the exceptions contained in section 613(b)(7).
In order to determine the definitional parameters of section 613 (b) (7), we have examined the circumstances surrounding the enactment of the provision. Section 114(b) (4) (A) of the 1939 Code, as amended by section 319(a) of the Bevenue Act of 1951, provided for a 5-percent depletion rate for sand, gravel, brick, granite, and marble; a 10-percent rate for dolomite; and a 15-percent rate for chemical and metallurgical grade limestone.4 Thus the depletion rate was determined by reference to the innate qualities of the mineral. See Virginian Limestone Corporation, 26 T.C. 553 (1956). Spencer Quarries, Inc., 27 T.C. 392 (1956), and South Jersey Sand Co., 30 T.C. 360 (1958), affd. 267 F. 2d 591 (C.A. 3, 1959). In accordance with the provisions of section 114(b) (4) (A), I.R.C. 1939, as amended by the Revenue Act of 1951, taxpayers who were using chemical and metallurgical grade limestone for purposes which could be fulfilled as well by other minerals, such as granite or gravel, were taking the larger depletion rate to which they were entitled. The uses involved were generally construction uses for which heavy, hard stone such as riprap, ballast, road material, rubble, and concrete aggregate were satisfactory. These uses required no special qualities or purity in the material used, other than size and weight and hardness common to most construction stones. Thus section 114(b)(4)-(A), I.R.C. 1939, as amended by the 1951 Revenue Act, gave a competitive advantage to taxpayers who were using chemical and metallurgical-grade limestone for the same purpose and thus in competition with other minerals which did not have the special grade of purity for which the increased depletion rate was awarded. See Virginian Limestone Corporation, supra; Spencer Quarries, Inc., supra; South Jersey Sand Co., supra; Quartzite Stone Co., 30 T.C. 511 (1958), affd. 273 F. 2d 738 (C.A. 10, 1959); and United States v. W. R. Bonsal Co., 279 F. 2d 465 (C.A. 4, 1960).
Even though the above-cited cases were decided after the enactment of the 1954 Code, the legislative history of section 613 (b) (7) shows that Congress, in providing the present general 15-percent depletion rate for all nonspecified minerals, except when such minerals were used for specified purposes which were comparable to those involved in the cited cases and limiting the rate to 5 percent when such minerals were so used was aware of the “discrimination in percentage depletion rates between materials which are used comparatively for the same purposes.” S. Rept. No. 1622, to accompany H.R. 8300 (Pub. L. No. 591), 83d Cong., 2d Sess., p. 77 (1954) .5 The ptirpose of the “use test” incorporated into section 618(b)(7) was to prevent such discrimination. It seems clear that Congress intended the “use test” contained in section 613(b) (7) to be interpreted in such a way that products competing with minerals which were entitled to only a 5-percent rate would not enjoy a competitive advantage merely because under section 613(b) (7) the producer of “other minerals” is entitled for purposes not so competitive to use the 15-percent depletion rate. Because of the general congressional intent we consider it proper to interpret the phrase “and similar uses” in the exception contained in section 613(b) (7) in such a way as to include those uses reasonably commercially competitive with the uses specifically enumerated.
Petitioner’s Poz-O-Pac is used primarily as a road base. Even though the dolomitic limestone functions in Poz-O-Pac as a participant in the cementitious reaction it also serves significantly as a filler and diluent. This latter function is similar to the function of road material in the laying of asphalt and other forms of roadways. Moreover, Poz-O-Pac competes with concrete particularly in the broad use of the term as referring to any combination of aggregates, water, and cementitious material which forms a resultant structurally hard end product. As such the limestone used in Poz-O-Pac has a significant use similar to a concrete aggregate. The face that the dolomitic limestone serves an additional function as part of the cementitious reaction is not sufficient, in light of the significance of its aggregate function, to remove it from the exception provided for in section 613(b) (7).
The importance of the function of the dolomitic limestone as an aggregate in Poz-O-Pac and its competitiveness in this use -with various gravels is highlighted by the evidence showing that manufacturers of Poz-O-Pac under licenses from petitioner’s subsidiary use gravel in making Poz-O-Pac.
The major portion of the evidence in this case and an appreciable portion of the argument of the parties concern the question whether there was a chemical reaction between the dolomitic limestone used in petitioner’s Poz-O-Pac and the fly ash used therein. From the evidence we conclude that there is a chemical reaction between the dolomitic limestone used by petitioner in its Poz-O-Pac and the fly ash used therein. We have set forth in our findings the facts on which we base this conclusion. However, we do not agree with petitioner’s contention that because such a reaction occurs the dolomitic limestone used in Poz-O-Pac is entitled to the 15-percent depletion rate since in our view the use of this dolomitic limestone within the meaning of section 613(b) (7) is as road material and the primary and competitive function served by this dolomitic limestone is as an aggregate.
From the evidence in this case we have concluded that the primary usage of Corson’s masonry cement is as a mortar.6 We have also concluded that the product is used as a mortar as it comes from the bag and the pulverized limestone in the product serves the purpose of the aggregate comparable to the aggregate mixed with Portland cement to make other masonry cements or mortars.
In our view “concrete” as used in section 613 refers to the broader category of materials which compete with concrete and not to “concrete” in its limited definitional sense, a mixture of Portland cement, aggregates, and water. The evidence shows that Corson’s masonry cement is used in competition with concretes containing Portland cement within the broader definition of “concrete.” Certainly the usage of the dolomite in this cement is similar to the usage of a concrete aggregate.
Although the pulverized dolomite used in Corson’s masonry cement serves a function in the cementitious reaction, the material also functions as an aggregate filler and diluent. The significance of this latter function is unclear from the evidence, but such evidence as does bear on this point indicates that the only significant aggregate contained in Corson’s masonry cement is the pulverized dolomite. We therefore conclude that the dolomite used in the production of Corson’s masonry cement is an aggregate, that Corson’s masonry cement is a concrete within the meaning of section 613-(b) (7), and that the usage of dolomitic limestone in Corson’s masonry cement is for a similar purpose to usage as a concrete aggregate.
We hold that the dolomitic limestone used by petitioner in Poz-O-Pac and in Corson’s masonry cement in each of the years here in issue is entitled to the 5-percent depletion rate.
We have found that petitioner’s dolomitic limestone was uniformly of chemical and metallurgical grade and that the only additional functions involved in selling it as such were the sizing, washing, blending, and quality-control steps. These additional labor consuming steps were the primary reasons for the price differential in the stone sold for chemcial purposes and that sold as roadstone. There is no evidence that these steps were involved in the stone used in Poz-O-Pac and the indication is that they were not. We find that the average price of roadstone is the appropriate base on which to compute the depletion allowance of dolomitic limestone used in Poz-O-Pac.
Decision will Toe entered, under Bule 50.