DocketNumber： Docket 5863-08
Judges： Paris
Filed Date： 2/24/2011
Status： Precedential
Modified Date： 11/14/2024
Decision will be entered under
P is an engineering and heavy construction company that primarily erects or rehabilitates streets, bridges, airport runways, and other related real property (collectively, real property). P's rehabilitation services relate mainly to real property that is substantially dilapidated or damaged from a casualty. P also repairs and maintains real property. P reported on its Federal income tax return for the taxable year ended June 30, 2006, that its receipts are "domestic production gross receipts" (DPGR) eligible for a deduction under
*196 PARIS,
Some facts were stipulated. The stipulation of facts and the exhibits submitted therewith are incorporated herein by this reference. Petitioner is a family-owned corporation that reports its income and expenses on the basis of a fiscal year ending on June 30. Its principal place of business was in Texas when its petition was filed.
Petitioner is an engineering and heavy highway construction company that primarily erects or rehabilitates streets, bridges, airport runways, and other major components or substantial structural parts of real property (primarily, infrastructure) in Texas, Oklahoma, Arkansas, and Kansas. Petitioner *197 specializes in structural rehabilitation, epoxy injection, concrete paving, bridge jacking, lead abatement, and protective coatings. Petitioner also maintains and repairs infrastructure and other real property.
Petitioner works through its employees. During the subject *13 year, petitioner employed approximately 90 individuals. These employees were mainly engineers or heavy construction workers, and petitioner paid them over $3 million in salary and wages. Petitioner hired and retained additional employees in subsequent years.
Petitioner worked on 136 construction projects during the subject year. Petitioner realized $25,892,869 of gross receipts from these projects, including $16,324,032 of gross receipts from State or Federal projects paid for with Federal funds.
Petitioner further *15 characterized its projects as: (1) Substantial renovation or (2) repair or maintenance. Petitioner characterized a project as substantial renovation if petitioner concluded that its work on the project: (1) Substantially prolonged the useful life of real property; (2) materially increased the value of real property; or (3) adapted real property to a new or different use. Petitioner categorized its construction projects as repair or maintenance if petitioner concluded that its work on the project: (1) Was necessary to keep real property (or a component thereof) functioning on a short-term basis or (2) included cosmetic or aesthetic work.
Appendixes A, B, and C list petitioner's projects (other than 32 projects which are the subject of the parties' concessions discussed Petitioner performed this project for the Texas Department of Transportation (TxDOT). Petitioner strengthened a bridge at Highway 123 and McArthur Boulevard. The bridge had been critically damaged by a fire caused by an overturned fuel truck, and most of the bridge was closed. Petitioner strengthened the columns and spans of the bridge using carbon fiber reinforced polymer and structural patching. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. *199 Petitioner performed this project for the North Texas Tollway Authority (NTTA). Petitioner shored up an overhead emergency sign structure on the North Texas Tollway after the sign was damaged. Petitioner's work allowed the NTTA to keep the sign in place. The sign would have been demolished absent petitioner's work. Petitioner concluded that this work substantially prolonged the useful life of the sign. Petitioner *17 performed this project for the TxDOT. Petitioner worked on a bridge near Pampa, Texas, on U.S. Highway 83. The work rehabilitated damaged concrete beams so that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the Oklahoma Department of Transportation (ODOT). Petitioner worked on a bridge in Oklahoma County, Oklahoma, on Interstate Highway 40 over Anderson Road. The work rehabilitated damaged concrete beams so that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a steel bridge on U.S. Highway 64 and 129 West Avenue between Tulsa and Sand Springs, Oklahoma. The work rehabilitated damaged concrete beams so that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner *18 performed this project for the TxDOT. Petitioner worked on a bridge near McKinney, Texas, in Farmersville, Texas, on U.S. Highway 380 and Main Street. The work rehabilitated and/or replaced damaged concrete beams so *200 that the bridge could reopen to traffic and carry its design loads. Petitioner also performed some concrete work. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Farm-to-Market 157 over Interstate Highway 30 in Tarrant County, Texas. The work rehabilitated damaged concrete beams so that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 37 and U.S. Highway 181 in Corpus Christi, Texas. The work rehabilitated damaged concrete beams so that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful *19 life of the bridge and materially increased its value. Petitioner performed this project for the NTTA. Petitioner worked on a highway. Petitioner's work consisted of "PGBT fire damage". Petitioner concluded that this work was repair or maintenance. Petitioner performed this project for the ODOT. Petitioner worked on a bridge on Interstate Highway 40 at Choctaw Road. The work rehabilitated damaged concrete beams so that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 35 at Corinth Street. The work rehabilitated damaged concrete beams so *201 that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at Randall Avenue and Interstate Highway 40 in Oklahoma. Petitioner sealed joints, patched the bridge deck, and retrofitted *20 beam ends. Petitioner also removed existing lead paint (a perceived hazardous material), blasted the bridge to remove corrosion, and applied a protective paint coating designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at County Road and Interstate Highway 40 in Custer County, Oklahoma. Petitioner replaced structural steel portions of the bridge to return the bridge to its original load carrying capacity. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at Ladd Road and Interstate Highway 35 in McClain County, Oklahoma. Petitioner's work strengthened the bridge and returned the bridge to its original load carrying capacity. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at Interstate Highway 244 and the 23rd *21 Street Ramp in Tulsa, Oklahoma. Petitioner strengthened the columns of the bridge to resist future impact damage from derailed train cars in a nearby railroad yard. Petitioner concluded that this work substantially prolonged the useful life of the bridge. *202 Petitioner performed this project for the ODOT. Petitioner worked on a bridge on State Highway 266 and U.S. Highway 169 in Tulsa County, Oklahoma. Petitioner rehabilitated damaged concrete beams so that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 37 and Sundown Bridge in Texas. Petitioner rehabilitated damaged concrete beams so that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 20 at Farm-to-Market 31 in Texas. Petitioner rehabilitated damaged concrete beams to restore the bridge's load carrying capacity. *22 Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at Interstate Highway 30 and Jim Miller Road in Texas. Petitioner rehabilitated damaged concrete beams so that the bridge could reopen to traffic and carry its design loads. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at U.S. Highway 287 and the Trinity River in Texas. Petitioner raised the bridge to keep it out of the flood plain and reduce the chance that the bridge could close on account of high water or drifting debris. Petitioner *203 concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at U.S. Highways 80 and 175 in Texas. Petitioner's work consisted of patching the deck of the bridge. Petitioner concluded that this work substantially prolonged the useful life of the bridge driving surface. Petitioner performed this project for the TxDOT. Petitioner *23 worked on a bridge on Loop 335 in Texas. Petitioner applied an epoxy overlay designed to protect the bridge from the environment. Petitioner concluded that this work substantially prolonged the useful life of the bridge deck. Petitioner performed this project for the City of Dallas, Texas. Petitioner worked on a blast fence at two locations at Love Field Airport in Dallas. The blast fence included catwalks and port holes and was built on an old apron to allow for maintenance run-ups and a staging area for hijacked aircraft. Petitioner concluded that this work materially increased the value of the property and adapted the property to a new or different use. Petitioner performed this project for the TxDOT. Petitioner worked on some bridge joints on Loop 360 in Travis County, Texas. Petitioner rehabilitated pavement and joints. Petitioner concluded that this work substantially prolonged the useful life of the pavement. Petitioner performed this project for the TxDOT. Petitioner worked on some bridge header joints in Williamson County, Texas. Petitioner rehabilitated of pavement and joints. Petitioner concluded that this work substantially prolonged the useful life of the *24 pavement. *204 Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate 35 in Travis County, Texas. Petitioner's work involved structural steel, head joints, and bridge deck patches. Petitioner concluded that this work involving structural steel and head joints substantially prolonged the useful life of an HMAC overlay. Petitioner concluded that this work involving the bridge deck patches substantially prolonged the useful life of the bridge deck and the HMAC overlay. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate 35E in Texas. Petitioner rehabilitated concrete pavement so that an asphalt overlay could be installed properly. Petitioner also rehabilitated joints on the bridge. Petitioner concluded that this work substantially prolonged the useful life of the pavement on the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on State Highway 205 in Texas. Petitioner added turn lanes and driveways and patched paving. Petitioner concluded that the added lanes and driveways adapted the highway to a different use. Petitioner concluded that its pavement work substantially prolonged *25 the useful life of both the concrete pavement and the new HMAC overlay. Petitioner performed this project for the TxDOT. Petitioner worked on Interstate Highway 35E in Dallas, Texas. Petitioner rehabilitated concrete pavement so that an asphalt overlay could be installed properly. Petitioner also rehabilitated joints on the bridge. Petitioner concluded that this work substantially prolonged the useful life of the pavement on the bridge. Petitioner performed this project for Eastfield College in Texas. Petitioner rehabilitated a failed column at a building *205 at the college. Petitioner concluded that this work substantially increased the useful life of the building from zero to its original design life. Petitioner performed this project for the Dallas/Fort Worth Airport Authority. Petitioner worked on a garage ramp at the airport. The ramp had deteriorated, and petitioner rebuilt the ramp to allow for traffic to exit the garage. Petitioner concluded that this work materially increased the value of the garage ramp and adapted the ramp to a new or different use. Petitioner performed this project for the TxDOT. Petitioner worked on U.S. Highway 67 in Texas. Petitioner *26 rehabilitated concrete pavement so that an asphalt overlay could be installed properly. Petitioner also rehabilitated joints on the bridge. Petitioner concluded that this work substantially prolonged the useful life of the pavement on the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on Interstate Highway 35E in Texas. Petitioner rehabilitated concrete pavement so that an asphalt overlay could be installed properly. Petitioner also rehabilitated joints on the bridge. Petitioner concluded that this work substantially prolonged the useful life of the pavement on the bridge. Petitioner performed this project for the Kansas Department of Transportation. Petitioner worked on a bridge on Interstate Highway 35 over 127th Street in Wichita, Kansas. Petitioner applied an epoxy overlay designed to protect the bridge from the environment. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the ODOT. Petitioner worked on a bridge on State Highway 88 over Dog Creek in Rogers County, Oklahoma. Petitioner installed a new traffic *206 rail that upgraded the crash-worthiness rating *27 from the old rail. Petitioner replaced the bridge deck to allow for traffic and increase the bridge's load rating. Petitioner concluded that this work substantially prolonged the useful life of the bridge, materially increased its value, and adapted the bridge to a new or different use. Petitioner performed this project for the City of Dallas, Texas. Petitioner worked on the Marsalis Avenue Bridge over the Dallas Zoo. Petitioner repainted the deteriorating substructure, replaced a portion of the deck (including with a new pedestrian walkway), replaced a number of beams and girders, and applied corrosive painting after removing the old paint. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the Crescent Hotel in Dallas, Texas. Petitioner modified a handrail at the hotel and removed and replaced concrete to comply with the Americans with Disabilities Act of 1990 (ADA), Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at U.S. Highway 287 and *28 Heritage Parkway in Texas. Petitioner rotated the bridge's bearing pads. Petitioner concluded that this work was repair or maintenance. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on U.S. Highway 79 in Panola County, Texas. Petitioner rehabilitated concrete pavement so that an asphalt overlay could be installed properly. Petitioner also rehabilitated joints on the bridge. Petitioner concluded that this work substantially prolonged the useful life of the pavement on the bridge. *207 Petitioner performed this project for the ODOT. Petitioner worked on a steel bridge over Business Interstate Highway 40 in Beckham County, Oklahoma. The contractor renovated the bridge, and petitioner applied the protective coating. Petitioner also removed existing lead paint (a perceived hazardous material), blasted the bridge to remove corrosion, and applied a protective paint coating designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on U.S. Highway 287 in Texas. Petitioner *29 leveled the bearing pads. Petitioner concluded that this work was repair or maintenance. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 20 over the Brazos River in Texas. Petitioner adjusted the bearings of the bridge to prevent damage and rehabilitated cracks in a structural steel diaphragm to allow the bridge to carry the load for which is was originally designed. Petitioner also removed existing lead paint (a perceived hazardous material), blasted the bridge to remove corrosion, and applied a protective paint coating designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge on U.S. Highway 270 over Caston Creek in Le Flore County, Oklahoma. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge. *208 Petitioner performed this project for the TxDOT. Petitioner worked on the pavement on Interstate Highway 20 in Texas. Petitioner *30 rehabilitated concrete pavement so that an asphalt overlay could be installed properly. Petitioner also rehabilitated joints on the bridge. Petitioner concluded that this work substantially prolonged the useful life of the pavement on the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on the intersections at State Highway 356. Petitioner added left and right turn lanes to the intersections to improve traffic flow. Petitioner concluded that this work materially increased the value of the property and adapted it to a new or different use. Petitioner performed this project for the City of Fort Worth, Texas. Petitioner worked on the Hulen Street Bridge in Fort Worth. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the City of Dallas, Texas. Petitioner worked on the aprons at two terminals at the Love Field Airport in Dallas. Petitioner upgraded the ramps to the aprons for heavier aircraft, by removing approximately 12,000 square yards of approximately 50-year-old, 13-inch pavement and *31 replacing it with 16-inch pavement. Petitioner also replaced the existing trench drains with new drains that met applicable Federal standards. Petitioner concluded that this work substantially prolonged the useful life of the property, materially increased its value, and adapted the property to a new or different use. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on U.S. Highway 83 in Texas. Petitioner *209 modified the bearings on the bridge to prevent damage and to maintain the bridge's load carrying capacity. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the City of Oklahoma City, Oklahoma. Petitioner worked on a bridge at Walnut Avenue in Oklahoma City. Petitioner removed existing lead paint (a perceived hazardous material), blasted the bridge to remove corrosion, and applied a protective paint coating designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the Lakes of Coppell housing subdivision in Coppell, Texas. Petitioner worked on a failing *32 retaining wall that spanned the length of the waterways running through the subdivision. The wall had cracked and was falling into the water. Petitioner replaced the failing wall with a new retaining wall and improved the drainage behind the wall. Petitioner concluded that this work substantially prolonged the useful life of the subdivision and materially increased its value. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on U.S. Highway 290 in Texas. Petitioner installed new bridge joints to improve the life of the new overlay. Petitioner concluded that this work substantially prolonged the useful life of the property. Petitioner performed this project for the TxDOT. Petitioner worked on a culvert along State Highway 121 in Texas. Petitioner's work consisted of structural repairs and waterproofing. Petitioner concluded that this work was repair or maintenance. *210 Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 30 in Texas. Petitioner rehabilitated concrete pavement so that an asphalt overlay could be installed properly. Petitioner concluded that this work substantially prolonged the *33 useful life of the pavement on the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on the State Highway 356/Interstate Highway 35E/U.S. Highway 75 bridge in Texas. Petitioner applied an epoxy overlay to restore the driving surface and protect the concrete deck from future corrosion. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner does not explain the jobs that it has included in this project. We understand petitioner not to argue that the work on this project was other than repair or maintenance. Petitioner performed this project for the Dallas/Forth Worth Airport Authority. Petitioner worked on pavement at Dallas/Fort Worth Airport. Petitioner rehabilitated the pavement on the runway/taxiway. Petitioner concluded that this work substantially prolonged the useful life of the runway/taxiway. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 35 and Peachtree Road in Tarrant County, Texas. Petitioner rehabilitated pavement and joints. Petitioner concluded that this work substantially prolonged the useful life *34 of the bridge. Petitioner performed this project for the ODOT. Petitioner worked on various bridges in Garvin, Lincoln, and Johnston*211 Counties, Oklahoma, near State Highways 18, 19, and 99. Petitioner sealed joints, patched bridge decks, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful lives of the bridges. Petitioner performed this project for the ODOT. Petitioner worked on various bridges in Caddo and Love Counties, Oklahoma, near State Highways 32 and 58 and U.S. Highways 77 and 281. Petitioner sealed joints, patched bridge decks, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful lives of the bridges. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 635 in Texas. Petitioner rehabilitated pavement and joints so that an asphalt overlay could be installed properly. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the ODOT. Petitioner worked on bridges at U.S. Highways 39 and 77 in Cleveland and McClain Counties, Oklahoma. The bridges were *35 rapidly deteriorating, and petitioner replaced the concrete decks and floor beams of the bridges. Petitioner's work allowed the load restrictions for truck traffic to be lifted. Petitioner concluded that this work substantially prolonged the useful lives of the bridges, materially increased their values, and adapted the bridges to new or different uses. Petitioner performed this project for the ODOT. Petitioner worked on various bridges in Oklahoma at State Highways 14, 15, and 136. Petitioner removed existing lead paint (a perceived hazardous material), blasted the bridges to remove corrosion, and applied protective paint coatings designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the useful life of the bridges and materially increased their values. *212 Petitioner performed this project for the ODOT. Petitioner worked on a bridge at State Highway 151 and Keystone Dam in Tulsa County, Oklahoma. Traffic had fallen through the bridge's deck, and concrete from the pavement had fallen down into the operating mechanisms of the hoist. Petitioner rehabilitated the concrete pavement of the bridge dam and rehabilitated a guardrail. Petitioner *36 concluded that this work substantially extended the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at State Highway 54 over Calvary Creek in Washita County, Oklahoma. Petitioner added structural steel to the bridge beams which increased the weight of loads that trucks could carry on the bridge. Petitioner concluded that this work substantially prolonged the useful life of the bridge and adapted it to a new or different use. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at State Highway 54 over Horse & Deer Creeks in Custer County, Oklahoma. Petitioner added structural steel to the bridge beams which increased the weight of loads that trucks could carry on the bridge. Petitioner concluded that this work substantially prolonged the useful life of the bridge and adapted it to a new or different use. Petitioner performed this project for the ODOT. Petitioner worked on four bridges on county roads in Oklahoma. Petitioner sealed joints, patched the decks of the bridges, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged *37 the useful lives of the bridges. Petitioner performed this project for the ODOT. Petitioner worked on seven bridges in Oklahoma. Petitioner sealed joints, patched the decks of the bridges, and retrofitted beam *213 ends. Petitioner concluded that this work substantially prolonged the useful lives of the bridges. Petitioner performed this project for the Town of Addison, Texas. Petitioner worked on pavement on a bridge on Belt Line Road in Addison. Petitioner rehabilitated pavement and joints so that an asphalt overlay could be installed properly. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at State Highway 151 and Keystone Dam in Tulsa County, Oklahoma. Petitioner rehabilitated concrete pavement across the dam and applied a sealant. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at State Highway 1 and Gaines Creek in Oklahoma. Petitioner rehabilitated the structural steel, removed old corroded *38 steel, and applied a protective paint coating designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the useful life of the bridge and adapted it to a new or different use. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at State Highway 99 over State Highway 3 and Creek in Pontotoc County, Oklahoma. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the ODOT. Petitioner worked on various steel bridges at Interstate Highway 44 at 12th and 19th Streets in Oklahoma County, Oklahoma. Petitioner sealed joints, patched the decks of the bridges, and retrofitted beam ends. Petitioner also removed existing lead *214 paint (a perceived hazardous material), blasted the bridges to remove corrosion, and applied protective paint coatings designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the useful lives of the bridges and materially increased their value. Petitioner performed this project for the NTTA. Petitioner *39 cleaned and sealed pavement joints to prevent the intrusion of water. Petitioner concluded that this work substantially prolonged the useful life of the existing pavement. Petitioner performed this project for the TxDOT. Petitioner rehabilitated concrete traffic barrier walls. Petitioner concluded that this work substantially prolonged the useful life of the traffic barrier walls. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at State Highway 15 and the Brazos River in Texas. Petitioner repositioned the rocker bearing assemblies and installed new stiffeners so that the bridge would not self-destruct. (A stiffener, sometimes called a gusset plate, is an accessory to a steel structure that restrains a distortion of some or all of the steel.) Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on or at Interstate Highway 35 in Austin (Travis County), Texas. The armor joints on the bridge were coming loose and the steel was sticking up in the traffic. Petitioner rehabilitated the joints and the steel. The bridge would have *40 been closed without this work. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the ODOT. Petitioner worked on a bridge in Oklahoma. Petitioner rehabilitated *215 pavement and joints so that an asphalt overlay could be installed properly. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at U.S. Highway 277 and Valley Creek in Abilene, Texas. Petitioner replaced the bearing pads on the bridge. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at U.S. Highway 59 in Lufkin, Texas. Petitioner rehabilitated the bridge joints. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the NTTA. Petitioner worked on pavement. Petitioner routed and sealed cracks in the pavement to prevent moisture intrusion. Petitioner concluded that this work substantially *41 prolonged the useful life of the pavement. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on U.S. Highway 75 in Grayson County, Texas. Work was also performed on parts of the railing and the deck. Petitioner cleaned and sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at Interstate Highways 40 and 44 in Oklahoma County, Oklahoma. Petitioner removed existing lead paint (a perceived hazardous material), blasted the bridge to remove corrosion, and applied a protective paint coating designed to prevent future corrosion. Petitioner also rehabilitated part of the deck of the bridge. Petitioner concluded *216 that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at Interstate Highways 35 and 44 in Comanche and Garvin Counties, Oklahoma. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner also removed *42 existing lead paint (a perceived hazardous material), blasted the bridge to remove corrosion, and applied a protective paint coating designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge in Beckham County, Oklahoma. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner also removed existing lead paint (a perceived hazardous material), blasted the bridge to remove corrosion, and applied a protective paint coating designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the City of Forth Worth, Texas. Petitioner worked on a bridge on Riverside Drive in Fort Worth. Petitioner removed existing lead paint (a perceived hazardous material), blasted the bridge to remove corrosion, and applied a protective paint coating designed to prevent future corrosion. Petitioner concluded that this work substantially prolonged the *43 useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at Interstate Highway 35 and the Canadian River in Oklahoma. The expansion joints had failed, allowing the bridge deck to spall and deteriorate and allowing salt and/or water to get to the slab substructure. (In *217 the construction industry, the word "spall" as a noun refers to a surface defect and as a verb to the breaking up of a material to create a surface defect.) Petitioner rehabilitated the deck and the joints. Petitioner concluded that this work substantially extended the useful life of the bridge. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at Loop 1 and Gaines Creek in Texas. The bearing pads had failed, and petitioner raised the bridge and installed new and updated pads to keep the bridge from destroying itself. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the NTTA. Petitioner changed the bearing pads on the Mountain Creek Lake Bridge to prevent damage at the beam/bearing seat interface. Petitioner concluded *44 that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the City of Tulsa, Oklahoma. Petitioner worked on the Tulsa Oklahoma Civic Center. Petitioner rehabilitated and waterproofed the deck of the civic center. Petitioner concluded that this work substantially prolonged the useful life of the civic center. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 10. Petitioner removed and replaced failing expansion joints that were allowing the bridge deck to deteriorate and letting moisture into the substructure. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at U.S. Highway 69 and Choctaw Creek in Texas. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner also removed existing *218 lead paint (a perceived hazardous material), blasted the bridge to remove corrosion, and applied a protective paint coating designed to prevent future corrosion. Petitioner concluded that this work substantially *45 prolonged the useful life of the bridge and materially increased its value. Petitioner performed this project for the ODOT. Petitioner worked on a bridge at State Highway 58 over the Washita River in Caddo County, Oklahoma. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the City of Oklahoma City, Oklahoma. Petitioner worked on the Oklahoma City Grandstand. The expansion joints and their supports were failing in various sections of the grandstand, and petitioner rehabilitated those joints. Without the rehabilitation, the grandstand would have been unusable and continuing to self-destruct. Petitioner concluded that this work substantially extended the useful life of the structure. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge at State Highways 82 and 87 in Texas. Petitioner strengthened and retrofitted the structural components to help the bridge regain and maintain its design loads carrying capacity. Petitioner concluded that this work substantially prolonged the useful life *46 of the bridge. Petitioner performed this project for the City of Lawton, Oklahoma. Petitioner worked on a bridge at Gore Boulevard and Cashe Road in Oklahoma. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge and materially increased its value. *219 Petitioner performed this project for the ODOT. Petitioner worked on a bridge at U.S. Highways 62 and 74 in Oklahoma and Logan Counties, Oklahoma. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the City of Dallas, Texas. Petitioner reconfigured the streetscapes on Field, St. Paul, and Harwood Streets to provide better pedestrian movement and safety. Petitioner concluded that this work materially increased the value of the property and adapted the property to a new or different use. Petitioner performed this project for the City of Oklahoma City, Oklahoma. Petitioner worked on a bridge at Cimarron Road over Interstate Highway 40 in Oklahoma City. *47 Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the City of Oklahoma City, Oklahoma. Petitioner worked on the Rockwell Avenue Bridge in Oklahoma City. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for the ODOT. Petitioner worked on the Rockwell Avenue Bridge in Oklahoma. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge. *220 Petitioner performed this project for the NTTA. Petitioner worked on the entrance to a building in Plano, Texas. Petitioner modified the entrance to comply with the ADA. Petitioner concluded that this work substantially prolonged the useful life of the property, materially increased its value, and adapted the property to a new or different use. Petitioner performed this project for the NTTA. Petitioner rehabilitated *48 concrete pavement and joints on a bridge so that an asphalt overlay could be installed properly. Petitioner concluded that this work substantially prolonged the useful life of the bridge. Petitioner performed this project for CPS Energy. Petitioner rehabilitated an old trolley bridge on Mission Road, increasing the load carrying capacity of the bridge to allow for trucks. Petitioner concluded that this work substantially prolonged the useful life of the bridge, materially increased its value, and adapted the bridge to a new or different use. Petitioner performed this project for the TxDOT. Petitioner worked on a bridge on Interstate Highway 20 in Texas. Petitioner sealed joints, patched the bridge deck, and retrofitted beam ends. Petitioner concluded that this work substantially prolonged the useful life of the bridge.
We decide whether the disputed amount is DPGR. The parties agree that the disputed amount is DPGR to the extent that petitioner performed work on projects that erected or substantially renovated real property. In addition, the parties agree that petitioner's work substantially renovated real property to the extent that: (1) The work renovated *49 a major component or substantial structural part of real property and (2) the renovations materially increased the value of the real property, substantially prolonged the useful life of the *221 real property, and/or adapted the real property to a different or new use.
Further, the parties do not dispute that petitioner's work met the first prong of this two-part substantial renovation test. *50 Our decision therefore turns on whether petitioner's work erected property or, to the extent it did not, met the second prong of the test. Respondent determined that none of the disputed amount is DPGR, and respondent's determination is presumed correct. See The record allows us to decide this case without regard to which party bears the burden of proof. We proceed to do so. We need not and do not decide which party bears the burden of proof. Our substantive analysis begins with the relevant text of On January 19, 2005, the Commissioner released As relevant here, Activities constituting construction include activities performed in connection with a project to erect or substantially renovate real property, but do not include tangential services such as hauling trash and debris, and delivering materials, even if the tangential services are essential for construction. However, if the taxpayer performing construction also, in connection with the construction project, provides tangential services such as delivering materials to the construction site and removing its construction debris, the gross receipts derived from the tangential services are DPGR. Improving land (for example, grading and landscaping) and painting are activities constituting construction only if these activities are performed in connection with other activities (whether or not by the same taxpayer) that constitute the erection or substantial renovation of real property. * * * The Service and Treasury Department believe that the standard to be applied in determining whether there has been a substantial renovation of real property is the standard applied under On November 4, 2005, the Secretary published proposed regulations under The definition of the word "construction" in the proposed regulations was similar to its definition in Activities constituting construction include activities performed in connection with a project to erect or substantially renovate real property, but do not include tangential services such as hauling trash and debris, and delivering materials, even if the tangential services are essential for construction. However, if the taxpayer performing construction also, in connection with the construction project, provides tangential services such as delivering materials to the construction site and removing its construction debris, the gross receipts derived from the tangential services are DPGR. Improvements to land that are not capitalized to the land (for example, landscaping) and painting are activities *57 constituting construction only if these activities are performed in connection with other activities (whether or not by the same taxpayer) that constitute the erection or substantial renovation of real property * * * The proposed regulations also followed the definition of the term "substantial renovation" set forth in On June 1, 2006, the Secretary published final regulations under The final regulations stated that "The term Activities constituting construction are activities performed in connection with a project to erect or substantially renovate real property * * * * * * Activities constituting construction do not include tangential services such as hauling trash and debris, and delivering materials, even if the tangential services are essential for construction. However, if the taxpayer performing construction also, in connection with the construction project, provides tangential services such as delivering materials to the construction site and removing its construction debris, then the gross receipts derived from the tangential services are DPGR. * * * Improvements to land that are not capitalizable to the land (for example, landscaping) and painting are activities constituting construction only if these activities are performed in connection with other activities (whether or not by the same *60 taxpayer) that constitute the erection or substantial renovation of real property * * * The final regulations further stated (as did Each party relies on expert testimony to support its or his view that petitioner's work is or is not the erection or substantial renovation of real property. Petitioner called two individuals to testify as experts on engineering in the context of petitioner's business. Respondent called one individual to testify as an expert on construction engineering and construction management. The Court recognized each of the three individuals as an expert. The Court *61 also received into evidence each individual's written report (as supplemented, in the cases of the individuals called by petitioner). See William E. Gibson (Mr. Gibson) was one of petitioner's experts. Mr. Gibson is a licensed professional engineer, and he earned a bachelor of science degree in civil engineering in 1966 and a master of business administration degree in management in 1968. He has worked with highway and bridge construction for over 40 years, he has worked with structural rehabilitation for over 20 years, and he works currently for petitioner as its chief executive officer. *62 of its projects. He reinforced that familiarity by examining petitioner's documents relating to the projects and by visiting a substantial number of the jobsites. He classified the projects into the following groups: (1) Those projects which extended the useful life of real property by more than 3 years; (2) those projects which increased the value of real property by more than 5 percent of the component being worked upon; (3) those projects that adapted the property or component to a new or different use; and (4) those projects that were part of new construction. He characterized the remaining projects which did not fall into one of these four categories as routine maintenance or repairs. Mr. Gibson concluded from his analysis that petitioner's work on over 95 percent of the disputed projects was substantial renovation within the meaning of the final regulations and their predecessors. His report, as *228 supplemented, supported his conclusion with vast amounts of data and with many diagrams, charts, and pictures depicting the specific construction work petitioner performed. His report, as supplemented, further supported his conclusion with detailed bid sheets for the projects and with *63 articles and treatises relating to pavement preservation, the extension of the useful life of roads and bridges, the improvement of the condition of bridges, and bridge management. Douglas L. Smith (Mr. Smith) was petitioner's other expert. Mr. Smith is a licensed professional engineer, and he earned a bachelor of science degree in civil engineering in 1983 and a master of science degree in civil engineering in 1985. He has worked with building or infrastructure construction for over 18 years, and he is an active member of various societies of engineers. He currently works for a consulting, engineering, architectural, and material science firm that is unrelated to petitioner. He and the firm specialize in investigating and repairing infrastructure that fails to meet performance expectations because of deterioration, collapse, or the like. The firm's main clients are State highway departments and the Federal Government. Mr. Smith reviewed all of the disputed projects, including 24 in depth (which represented most of petitioner's gross receipts for the subject year), and he visited 11 of the job sites. He scrutinized the projects and bid sheets, and he spoke to persons who *64 worked on the projects. He concluded that petitioner's work on the disputed projects often was required by deterioration caused by the owner's failure to properly maintain the real property and that rehabilitation of the real property, as opposed to repair, was essential to the survival of the real property. He concluded that the bridge joints that petitioner rehabilitated had deteriorated before petitioner's work, that the deteriorated joints were harming other parts of the bridges, and that petitioner had to tailor its work to protect the structure of the bridges prospectively. He concluded that some of petitioner's work, e.g., replacement of bearing pads, was necessitated by design defects in the originally installed parts and was not routine maintenance. He concluded that petitioner's work on pavement in job No. 02-861 (and in another job not in dispute) substantially prolonged the useful life of the pavement and increased its value. Respondent's expert was Jeff Ronspies (Mr. Ronspies). Mr. Ronspies received a bachelor of science degree in civil engineering in 1995 and a juris doctorate in 2006. He worked as an engineer from 1995 through 2004, and he worked *65 as an attorney for a year and a half during 2006 and 2007. From August 2007 to date, he has worked as a general engineer for the Internal Revenue Service, primarily "Gather[ing] facts related to fixed asset and intangible asset audits [and] Draft[ing] reports used in administrative appeal of audits, and rebuttals to taxpayer protests of proposed tax adjustments." Mr. Ronspies is not a licensed engineer, he is not a current member of any engineering society, and he has never published a paper on engineering. Nor has Mr. Ronspies ever worked as an engineer on a construction project involving bridges, roads, or other infrastructure, other than in his role as an overseer of a firm's basic painting operations. Mr. Ronspies reviewed the bid calculations and the descriptions of all of petitioner's projects, and he visited 10 of the job sites (all within the Dallas/Fort Worth metropolitan area). He concluded that 29 of petitioner's 136 projects qualified as substantial renovation of real property within the meaning of the final regulations, and these 29 projects became (and are) the subject of respondent's concession. Mr. Ronspies concluded that the remaining projects (i.e., the disputed projects *66 plus the projects petitioner conceded) were either repair or maintenance or "accounting anomalies". The "accounting anomalies", Mr. Ronspies stated, were projects with no receipts or job costs for the subject year. Mr. Ronspies explained that he characterized projects as repair or maintenance because petitioner worked on only part of a structure, leaving the rest of the structure to deteriorate at the same rate as before. Mr. Ronspies opined that the useful life of a structure as a whole does not change if work is performed on only part of the structure. Expert testimony is admissible where it assists the Court to understand the evidence or to determine a fact in issue. See We have broad discretion *67 to evaluate the cogency of an expert's analysis. Sometimes, an expert will help us decide a case. See, e.g., By their terms, the final regulations are not necessarily applicable to this case because the subject year began before June 1, 2006. The final regulations, however, allow a taxpayer such as petitioner to rely upon those regulations for taxable years beginning before *69 May 18, 2006. See We proceed to decide the meaning of the phrases "materially increases the value of the property", "substantially prolongs the useful life of the property", and "adapts the property to a new or different use", as used in The words "real property", in turn, are best understood to refer to each freestanding item of real property that operates and performs a discrete function in and of itself. Cf. The capitalization rules of Sometimes, an expense that would otherwise be characterized as a repair may be characterized as a capital expenditure if the expense is part of the property's rehabilitation, modernization, and improvement. See A taxpayer's receipts may be DPGR if the receipts are attributable to renovations that materially increase the value of real property. See An increase in value following a casualty is measured by comparing the value of the real property after the project with the value of the real property before the casualty. See A project may substantially prolong the useful life of property if the project rehabilitates a critical and functional component of the property and gives the property a new life expectancy. See An increase in useful life following a casualty is measured by comparing the useful life of the real property after the project with the remaining useful life of the real property before the casualty. See Property is adapted to a new or different use if the use of the property after the project is not consistent with the taxpayer's intended use of the property before the project. As the parties acknowledge, and we agree, such an adaption often corresponds to a material increase in *78 value or to a substantial prolonging of useful life. If a project qualifies as a substantial renovation under either one of the other two standards, it is not necessary to determine whether the property also is adapted for a new or different use. Job No. 05-1011 is the only project that petitioner characterized as adapting property to a new or different use without substantially prolonging the useful life of the property or materially increasing its value. There, petitioner was paid approximately $30,000 to modify a handrail (and to remove and to replace concrete) to comply with the ADA. Petitioner concluded that this work adapted the property to a new or different use. We agree. Petitioner's modification of the handrail allowed access to the property by those persons to whom the ADA applied, and the handrail could not have been so used without the modifications. We sustain petitioner's conclusion that this project qualified under We now consider whether petitioner's work on the remaining disputed projects was the erection or substantial renovation of real property. *79 We do so on a project by project basis. We are aided by the testimony of Messrs. Gibson and Smith, both of whom are licensed, well-credentialed, and knowledgeable longtime prominent professional engineers in the fields of highway and bridge construction and structural rehabilitation. We heard them and perceived them to be more knowledgeable and reliable than Mr. Ronspies on the matter at hand, and we find the testimony of Messrs. Gibson and Smith to be sincere and most persuasive. *80 Mr. Ronspies, on the other hand, lacks any practical experience in road and bridge construction, and we decline to accept his testimony on that subject to the extent that it conflicts with the testimony of Messrs. Gibson and Smith. We note as to Mr. Ronspies that he ultimately agreed that 7 of petitioner's 10 bridge projects that he visited qualified under Petitioner asserts that its work on each disputed project erected real property or substantially renovated real property. We agree. Petitioner erected real property in job Nos. 04-937 (a blast fence), 04-965 (additional lanes and driveways), 04-971 (a ramp), 05-1002 (a traffic rail and a bridge deck), 05-1043 (additional turn lanes), and 06-1069 (a retaining wall). *237 abated environmental hazards, e.g., by removing or encapsulating lead paint; and/or (6) brought infrastructure into compliance with laws such as the ADA. Petitioner's work on these other projects effected the renovation of a major *81 component or substantial structural part of real property, and we conclude from our description of each project (as set forth in our findings of fact and in appendixes A, B, and C) and our consideration of the expert testimony of Messrs. Gibson and Smith that the work materially increased the value of the real property and/or substantially prolonged the useful life of the real property. The 18 casualty projects in dispute involved petitioner's work on damaged infrastructure (mainly bridges) that either were completely inoperative (e.g., not open to traffic) or not fully operative. Petitioner restored the integrity of the infrastructure through substantial structural rehabilitation that allowed the infrastructure to function as intended for many years thereafter. Much of the infrastructure was of little to no use without petitioner's work. Petitioner's final contract amount for each project ranged from $11,500 to $640,994. We conclude from the record at hand that the functionality and dollar values of the real property underlying most of the casualty projects *82 increased substantially on account of petitioner's work. We also conclude that for those projects, and for each of the other casualty projects for which petitioner does not assert a material increase in value (specifically, job Nos. 05-1023, 05-999, 06-1074, 06-1078, 06-1084, 06-1087, and 06-1091), that petitioner's work substantially prolonged the useful life of the infrastructure. The remaining 80 projects in dispute (i.e., the 86 remaining projects in dispute less the 6 projects that erected real property) involved work that petitioner performed primarily as a subcontractor, which petitioner calls "New Construction", and work that petitioner performed as a contractor rehabilitating dilapidated real property, which petitioner calls "Rehabilitation Projects". While petitioner places *238 these projects into two categories primarily on the basis of its role as a contractor or a subcontractor, we do not do similarly. Each project ultimately involves the rehabilitation of dilapidated real property, and we do not think the characterization of petitioner's work is any different just because petitioner performed its work as a contractor versus a *83 subcontractor. To be sure, petitioner's work on the "new projects" was just as new as its work on the "rehabilitation projects". Petitioner concluded that its work on each of these projects substantially prolonged the useful life of the underlying real property. We agree. *84 to $2,748,957) for these projects. Additional Rationale for All Projects Respondent argues that petitioner's work on the casualty projects "merely brought the bridges back to their normal operating condition" and that petitioner's work on the new construction and rehabilitation projects was routine maintenance. We disagree. Petitioner's work on many of the projects *239 was critical and essential to the well-being and future operation *85 of the structures underlying the projects. Petitioner, for example, removed and replaced the joints on bridges because the old joints were failing from lack of proper maintenance and threatening the structure of each of the bridges as a whole. Similarly, petitioner replaced damaged or deteriorated beams with new beams to give the bridge its requisite support. Likewise, petitioner rehabilitated a beam using specialized materials and procedures such as epoxy, heat, and mechanical force. Mr. Gibson explained that petitioner performed six types of specialized work on the disputed projects and that this work either (or both) substantially prolonged the useful life of the structure underlying the project or materially increased its value. Mr. Gibson listed this work as corrosion protection, concrete structural renovation, steel structural renovation, pavement rehabilitation, implementation of structure redesign, and expansion joint rehabilitation. He described each of these types of work as follows: Mr. Ronspies opined that petitioner's work was primarily routine maintenance, and he identified the following types of work performed by petitioner as routine maintenance: *88 (1) Joint replacement (because, he stated, joints do not have the expected life of the concrete or structural steel bridge spans, and it is recommended that joints be replaced regularly); (2) rehabilitation or replacement of bridge bearings (because, he stated, this work is typically performed as part of a scheduled maintenance program); (3) patching of concrete or asphalt by removing deteriorated concrete and replacing it with new material (because, he stated, the patch material does not increase the life of the surrounding material); (4) painting (because, he stated, this work is typically performed as part of a scheduled maintenance program); and (5) installing stiffeners and other structural steel (because, he stated, this work does not increase the capacity of the bridge). We disagree that these categories of work, as performed by petitioner, are routine maintenance. Mr. Gibson visited many of the job sites of the disputed projects, and he was the individual who was most familiar with the specific work that petitioner performed. He testified persuasively as to the type, extent, and significance of the work that petitioner performed on each project. He testified persuasively that *89 Mr. Ronspies failed to understand the type, extent, and significance of the work that petitioner performed on the projects. *241 simply repair the bridges but had to rehabilitate the bridges significantly. He also explained that petitioner's addition of a protective coating to a bridge is significantly different and more sophisticated and extensive than the outdated basic type of painting job with which Mr. Ronspies was familiar. *90 established to be hazardous to the environment and to human health, and the trend in the last decade or two has been to apply a protective coating to a bridge instead of simply painting it. He explained that the protective coating is designed to last approximately 20 or more years without any additional maintenance and that failing to coat can cause beams to rust, thus resulting in the bridge not being usable anymore. His testimony was echoed in many regards by Mr. Smith's testimony. As respondent would have it, the rehabilitation of one or more components of real property would be a repair unless all of the property's major components were replaced. Such is so, Mr. Ronspies stated, even if the new component was (or components were) superior to the old component(s). We disagree with this view. First, as discussed Respondent argues that petitioner cannot prevail because it has not established with any specificity that its work materially increased the value or substantially prolonged the useful life of the disputed property. We disagree. Although the record may not allow us to pinpoint the exact increases in value or useful life on account of petitioner's work, suffice it to say that the record supports petitioner's conclusion that the applicable standards were met for each disputed project. The bid sheets show the scope of petitioner's work and the dollar amounts of its projects, and petitioner's use of the 3-year and 5-percent benchmarks is reasonable in the setting at hand to establish that petitioner's work substantially increased the value, capacity, efficiency, strength, and/or quality of each of the items of real property underlying the disputed projects. *93 same, Mr. Gibson, on behalf of petitioner, analyzed each project and ascertained whether the work on each project materially increased the value of property or substantially prolonged its useful life. (We have included in our description of each project petitioner's conclusion as to whether the project materially increased the value of property and/or substantially prolonged its useful life.) He explained that maintenance projects are anticipated by the designer and included in a regularly scheduled maintenance plan and considered when determining the life of the structure. He explained that regularly scheduled maintenance was lacking as to many of the structures underlying the disputed projects. He explained that the value of a bridge declines from $400,000 to zero over 40 years if it has little or no maintenance, but with $200,000 of rehabilitation work *243 after 30 years, the value increases from $100,000 to $300,000 and the life of the bridge is extended from 40 years to 60 years. He concluded that petitioner's major rehabilitation work on a bridge increased each bridge's value by the cost of the rehabilitation work and prolonged the bridge's useful life by 20 years. We accept that *94 rationale and understand it to apply with equal strength to petitioner's nonbridge properties as well. We conclude that petitioner's projects qualify under #: *95 Project paid for with Federal funds RM: Repair or maintenance UL: Substantially prolonged useful life of real property V: Materially increased value of real property DU: Adapted real property to different or new use *: Category or categories to which petitioner assigned project #: *96 Project paid for with Federal funds RM: Repair or maintenance UL: Substantially prolonged useful life of real property V: Materially increased value of real property DU: Adapted real property to different or new use *: Category or categories to which petitioner assigned project #: *97 Project paid for with Federal funds RM: Repair or maintenance UL: Substantially prolonged useful life of real property V: Materially increased value of real property DU: Adapted real property to different or new use *: Category or categories to which petitioner assigned project (a) Allowance of Deduction.-- (1) In general.--There shall be allowed as a deduction an amount equal to 9 percent of the lesser of-- (A) the qualified production activities income of the taxpayer for the taxable year, or (B) taxable income (determined without regard to this section) for the taxable year. (2) Phasein.--In the case of any taxable year beginning after 2004 and before 2010, paragraph (1) shall be applied by substituting for the percentage contained therein the transition percentage determined under the following table: (b) Deduction Limited to Wages Paid.-- (1) In general.--The amount of the deduction allowable under subsection (a) for any taxable year shall not exceed 50 percent of the W-2 wages of the taxpayer for the taxable year. * * * * *247 (c) Qualified *98 Production Activities Income.--For purposes of this section-- (1) In general.--The term "qualified production activities income" for any taxable year means an amount equal to the excess (if any) of-- (A) the taxpayer's domestic production gross receipts for such taxable year, over (B) the sum of-- (i) the cost of goods sold that are allocable to such receipts, and (ii) other expenses, losses, or deductions (other than the deduction allowed under this section), which are properly allocable to such receipts. * * * * (4) Domestic production gross receipts.-- (A) In general.--The term "domestic production gross receipts" means the gross receipts of the taxpayer which are derived from-- * * * * (ii) in the case of a taxpayer engaged in the active conduct of a construction trade or business, construction of real property performed in the United States by the taxpayer in the ordinary course of such trade or business * * *Job No. General Type of Work Final Contract Revenue Earned RM UL V DU Amount in Subject Year - 05-1021 Bridge rehabilitation $640,994 $347,837 - * * - 05-1023 Highway sign shoring 22,114 17,114 - * - - 05-1025 Bridge rehabilitation 77,240 77,240 - * * - 05-1029 Bridge rehabilitation 28,200 28,200 - * * - 05-1045 Bridge rehabilitation 395,337 395,337 - * * - 05-1054 Bridge rehabilitation 49,000 49,000 - * * - 05-1056 Bridge rehabilitation 31,935 31,935 - * * - 05-1059 Bridge rehabilitation 43,200 43,200 - * * - 05-1060 Highway repair 398,234 398,234 - - - - 05-1064 Bridge rehabilitation 141,785 140,850 - * * - 05-1065 Bridge rehabilitation 73,000 73,000 - * * - 05-999 Bridge rehabilitation 79,668 6,000 - * - - 06-1072 Bridge rehabilitation 40,853 40,053 - * * - 06-1073 Bridge rehabilitation 25,884 25,784 - * * - 06-1074 Bridge rehabilitation 24,901 24,910 - * - - 06-1078 Bridge rehabilitation 24,900 24,025 - * - - 06-1084 Bridge rehabilitation 39,830 39,830 - * - - 06-1087 Bridge rehabilitation 112,000 1,950 - * - - 06-1091 Bridge rehabilitation 11,500 # 11,500 - * - 1,775,999 Job No. General Type of Work Final Contract Revenue Earned RM UL V DU Amount in Subject Year - - 03-906 Bridge work $85,014 # -0- - * - - 03-921 Bridge work 105,646 # $20,000 - * - - 03-926 Bridge work 62,050 # -0- - * * * 04-937 Built blast fence 2,323,112 # (2,405) - - - - 04-954 Bridge work 77,313 # 500 - * - - 04-955 Bridge work 73,868 # -0- - * - - 04-956 Bridge work 178,661 # 159,340 - * - - 04-959 Bridge work 504,241 # (5,480) - * * * 04-965 Highway work 357,883 # (1,484) - * - - 04-967 Bridge work 153,863 # -0- - * - - 04-968 Building work 112,536 -0- - * * * 04-971 Built airport ramp 406,322 -0- - * - - 04-981 Bridge work 250,166 # 66,072 - * - - 04-982 Bridge work 483,936 # 442,948 - * - - 05-1000 Bridge work 41,456 # 41,456 - * * * 05-1002 Bridge work 140,094 1 - * - - 05-1003 Bridge work 1,391,452 1,034,097 - * - * 05-1011 Modified handrail 29,985 27,485 - - - - 05-1018 Bridge work 41,992 # 37,992 - - - - 05-1019 Bridge work 264,204 264,204 - * * - 05-1028 Bridge work 266,800 # 6,000 - * - - 05-1032 Bridge work 11,328 # 11,328 - - * - 05-1036 Bridge work 422,372 # 35,290 - * - - 05-1037 Bridge work 178,360 # 110,825 - * - - 05-1038 Bridge work 169,012 # 110,700 - * * * 05-1043 Highway work 747,602 # 25,280 - - - - 05-1047 Bridge work 122,000 122,000 - * * * 05-1052 Airport terminal work 2,261,192 # 1,944,968 - * - - 05-1057 Bridge work 57,100 # 100 - * - - 05-995 Bridge work 86,606 86,606 - * * - 06-1069 Built retaining wall 154,273 154,273 - * - - 06-1071 Bridge work 64,530 # 11,000 - * - - 06-1085 Culvert work 45,823 45,823 * - - - 06-1089 Bridge work 65,592 # 58,425 - * - - 06-1093 Bridge work 908,143 # 2,000 - * - - Misc --- 329,273 329,273 - - 5,138,617 Job No. General Type of Work Final Contract Revenue Earned RM UL V DU Amount in Subject Year 02-861 Airport pavement work $2,011,996 # -0- - * - - 03-874 Bridge work 356,500 # -0- - * - - 03-890 Bridge work 159,722 # $21,810 - * - - 03-902 Bridge work 291,789 # (1,885) - * - - 03-915 Bridge work 653,395 # 18,000 - * - - 04-950 Bridge work 2,481,935 # 79,520 - * * * 04-951 Bridge work 179,000 # -0- - * * - 04-958 Bridge work 620,622 # -0- - * * - 04-960 Bridge work 47,870 -0- - * - * 04-961 Bridge work 173,378 2,260 - * - * 04-969 Bridge work 48,086 # 297 - * - - 04-970 Bridge work 534,083 # 140,659 - * - - 04-983 Bridge work 3,990 -0- - * - - 04-985 Bridge work 535,148 # 65,259 - * * - 04-986 Bridge work 161,819 -0- - * - * 04-987 Bridge work 19,981 # 11 - * - - 05-1004 Bridge work 145,174 # 7,713 - * * - 05-1006 Pavement work 719,924 540,103 - * - - 05-1009 Traffic barrier wall 294,863 236,185 - * - - 05-1013 Bridge work 18,600 18,600 - * - - 05-1017 Bridge work 174,716 174,716 - * - - 05-1020 Bridge work 724,352 # 681,101 - * - - 05-1022 Bridge work 24,868 21,368 - * - - 05-1024 Bridge work 167,198 167,198 - * * - 05-1033 Pavement work 116,815 116,815 - * - - 05-1046 Bridge work 294,788 294,788 - * - - 05-1048 Bridge work 959,694 # 97,531 - * * - 05-1049 Bridge work 543,670 # 53,478 - * - - 05-1050 Bridge work 537,943 # 327,661 - * * - 05-1051 Bridge work 256,122 256,122 - * * - 05-1061 Bridge work 370,929 # 164,449 - * - - 05-1062 Bridge work 64,649 64,649 - * - - 05-1063 Bridge work 1,180,258 784,069 - * - - 05-996 Work on Civic center 99,901 2,336 - * - - 05-997 Bridge work 432,030 159,935 - * * - 06-1067 Bridge work 37,079 37,079 - * * - 06-1068 Bridge work 51,179 500 - * - - 06-1070 Work on grandstand 23,400 23,400 - * - - 06-1075 Bridge work 950,931 # 163,395 - * - - 06-1076 Bridge work 89,298 89,298 - * * - 06-1079 Bridge work 434,498 # 3,000 - * - - 06-1080 Streetscape work 2,748,957 # -0- - - * * 06-1081 Bridge work 131,147 67,269 - * - - 06-1082 Bridge work 123,222 122,892 - * - - 06-1088 Bridge work 549,490 # 3,000 - * - - 06-1090 Modified entranceway 24,971 24,971 - * * * 06-1094 Bridge work 1,102,617 -0- - * - - 06-1095 Highway work 159,375 -0- - * * * 06-1096 Bridge work 321,910 1,000 - * - - 5,030,552 For taxable years The transition beginning in: percentage is: 2005 or 2006 3 2007, 2008, or 2009 6
1. Unless otherwise indicated, section references are to the Internal Revenue Code of 1986 (Code), as amended, and Rule references are to the Tax Court Rules of Practice and Procedure. Dollar amounts are rounded.↩
2. As relevant here and discussed
3. Petitioner reported that its DPGR totaled $26,053,570 but now asks the Court to find that its DPGR totaled $25,794,414 (i.e., $259,156 less than reported). Petitioner concedes explicitly that $98,455 of the $259,156 is not DPGR, and we consider petitioner also to concede that the remaining $160,701 ($259,156 - $98,455) is not DPGR as well.
4. A project may be paid for with Federal funds if the Secretary of Transportation concludes that the project is a cost-effective means of extending the useful life of a Federal-aid highway. See
5. Petitioner used the percentage of completion method under
6. Respondent concedes in his opening brief that petitioner's work on the bridges met the first prong but advances no argument as to petitioner's work on the other types of property. Each of those other types of property is "real property" within the meaning of
7. Hereinafter, we use the term "disputed projects" to refer to the 104 projects discussed
8. Mr. Gibson also has a significant financial interest in petitioner.↩
9. (3) Definition of real property.--The term (4) Definition of infrastructure.--The term
10. In
11. Of course, we recognize that the interests of petitioner and Mr. Gibson overlap in that he is petitioner's chief executive officer and has a significant financial interest in this matter. We have taken those considerations into account in our evaluation of his testimony and have concluded that his testimony was sincere and credible.
12. Mr. Ronspies now agrees that job No. 04-937 qualifies under
13. Petitioner also concluded that its work on 16 of these projects materially increased the value of the underlying real property. We need not consider this conclusion given our agreement with petitioner's primary conclusion.↩
14. As to one of the projects in issue, job No. 03-921, petitioner's sole work was "patching" the deck of the bridge. while this work in and of itself would appear to be routine maintenance, petitioner performed this work as a subcontractor on a larger project that rehabilitated the bridge. Given the additional facts that petitioner's final contract amount for this job was $105,646 and that the job was paid for with Federal funds, we conclude that petitioner's work was part of a substantial renovation of the bridge and classify it as such.↩
15. For example, Mr. Ronspies viewed job No. 05-1028 as a simple paint job, and he viewed job No. 06-1089 as isolated asphalt repairs and some new expansion joints. Mr. Ronspies' view was blurred as to both jobs. In the former job, the ODOT paid petitioner approximately $266,000 to remove a perceived hazardous material, to blast a bridge to remove corrosion, and to apply a protective paint coating. In the latter job, the TxDOT paid petitioner approximately $65,000 to rehabilitate the joint and spall of pavement.↩
16. Mr. Ronspies worked for a limited time as an overseer of a construction company's painting operations. Those operations were the basic type of painting that Mr. Gibson opined was routine maintenance and was not the contemporary painting that Mr. Gibson stated was a substantial renovation.↩
17. The same is true as to a material increase in useful life.↩
18. Our conclusion is consistent with the legislative intent for
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