holding that we “may embrace or reject an expert’s opinion in toto, or we may pick and choose the portions of the opinion we choose to adopt”
How later courts described this case
- holding that we “may embrace or reject an expert’s opinion in toto, or we may pick and choose the portions of the opinion we choose to adopt”
- “The name of the AJCA and the statute’s wage limitation on the amount of the deduction under section 199(a) indicate that Congress intended that section 199 create jobs in the United States and otherwise strengthen the U.S. economy.”
- “[T]he statute’s wage limitation on the amount of the deduction under section 199(a) indicate[s] that Congress intended that section 199 create jobs * * * and otherwise strengthen the U.S. economy.”
- addressing the same limitation in former section 199
Written by the judges who cited it.
The opinion
GIBSON & ASSOCIATES, INC., PETITIONER v. COMMISSIONER
OF INTERNAL REVENUE, RESPONDENT
Docket No. 5863–08. Filed February 24, 2011.
P is an engineering and heavy construction company that
primarily erects or rehabilitates streets, bridges, airport run-
ways, and other related real property (collectively, real prop-
erty). 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 sec. 199, I.R.C., and
claimed a $63,435 deduction under that section. R determined
in the notice of deficiency that none of P’s receipts qualified
as DPGR. Held: P’s receipts are DPGR to the extent P erected
or substantially renovated real property, and the extent to
which P substantially renovated real property turns on
whether P’s activities with respect to each freestanding item
of real property that operated and performed a discrete func-
tion in and of itself: (1) Materially increased the value of the
real property, (2) substantially prolonged the useful life of the
real property, and/or (3) adapted the real property to a dif-
ferent or new use. Held, further, P’s activities materially
increased the value of the real property, substantially pro-
longed the useful life of the real property, and/or adapted the
real property to a different or new use to the extent that P’s
activities were not repairs (within the meaning of sec. 263(a),
I.R.C.), unrelated to P’s primary business. Held, further, P’s
activities did not materially increase the value of the real
property, substantially prolong the useful life of the real prop-
erty, and/or adapt the real property to a different or new use
to the extent that P’s activities repaired or otherwise main-
tained real property unrelated to P’s primary business.
195
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196 136 UNITED STATES TAX COURT REPORTS (195)
Charles D. Lieser, for petitioner.
George E. Gasper, for respondent.
PARIS, Judge: Petitioner petitioned the Court to redeter-
mine respondent’s determination of a $21,568 deficiency in
its Federal income tax for its taxable year ended June 30,
2006 (subject year). The deficiency results from respondent’s
determination that petitioner may not deduct $63,435 under
section 199(a). 1 Respondent disallowed that deduction after
determining that petitioner had no ‘‘domestic production
gross receipts’’ (DPGR) within the meaning of section
199(c)(4). Petitioner reported that its DPGR totaled
$26,053,570. 2
Respondent now concedes that petitioner had DPGR of
$13,849,246, and petitioner concedes that it incorrectly
reported $259,156 of the $26,053,570 as DPGR. 3 We decide
whether the remaining $11,945,168 ($26,053,570 –
$13,849,246 – $259,156) (disputed amount) is DPGR. We hold
it is to the extent stated herein.
FINDINGS OF FACT
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 construc-
tion company that primarily erects or rehabilitates streets,
bridges, airport runways, and other major components or
substantial structural parts of real property (primarily, infra-
structure) in Texas, Oklahoma, Arkansas, and Kansas. Peti-
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 infra, the deduction under sec. 199(a) equals 3 percent of
the lesser of a taxpayer’s qualified production activities income (QPAI) or the taxpayer’s taxable
income (as computed without the deduction under sec. 199(a)), and a taxpayer’s QPAI equals
the taxpayer’s DPGR less the sum of its cost of goods sold (allocable to the DPGR) plus certain
expenses and other items. Petitioner’s reported deduction of $63,435 equals 3 percent of its re-
ported taxable income (as computed without the deduction).
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.
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 197
tioner specializes in structural rehabilitation, epoxy injection,
concrete paving, bridge jacking, lead abatement, and protec-
tive coatings. Petitioner also maintains and repairs infra-
structure and other real property.
Petitioner works through its employees. During the subject
year, petitioner employed approximately 90 individuals.
These employees were mainly engineers or heavy construc-
tion 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. 4
Petitioner reported the $25,794,414 (and the now conceded
$259,156) as DPGR and claimed a $63,435 deduction under
section 199. 5 Respondent determined that petitioner could
not deduct the $63,435 because petitioner had no DPGR.
Petitioner placed its construction projects into three cat-
egories. The first category, ‘‘casualty’’ projects, involved work
that petitioner performed on infrastructure that was signifi-
cantly damaged by an act of God or by a casualty such as a
fire or an overheight or overweight vehicle hitting or trav-
eling on a bridge. The second category, ‘‘new construction’’
projects, involved work that petitioner performed primarily
as a subcontractor on contractors’ multimillion dollar projects
involving major rehabilitation of real property (primarily,
infrastructure). The third category, ‘‘rehabilitation’’ projects,
involved work that petitioner performed as a contractor
rehabilitating dilapidated real property (primarily, infra-
structure). Petitioner classified its projects into these three
categories after reviewing the bid sheets and the other data
in its files and after talking to individuals involved with the
projects. Petitioner’s bid sheets were papers that petitioner
prepared to calculate and place a bid on a project offered to
contractors (or subcontractors). Each bid sheet contained an
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 23 U.S.C. sec. 116 (2006); see also id. sec. 101(a)(31) (defining the word ‘‘Secretary’’ for pur-
poses of tit. 23 as the ‘‘Secretary of Transportation’’).
5 Petitioner used the percentage of completion method under sec. 460 to compute its taxable
income.
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198 136 UNITED STATES TAX COURT REPORTS (195)
estimate of the amounts and types of costs that petitioner
expected to incur in performing the project.
Petitioner further characterized its projects as: (1)
Substantial renovation or (2) repair or maintenance. Peti-
tioner characterized a project as substantial renovation if
petitioner concluded that its work on the project: (1) Substan-
tially prolonged the useful life of real property; (2) materially
increased the value of real property; or (3) adapted real prop-
erty 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’ conces-
sions discussed supra p. 196) as categorized by petitioner.
The appendixes show for each of those 104 remaining
projects (disputed projects): (1) The job number, (2) the gen-
eral type of work that petitioner performed, (3) the final con-
tract amount, (4) the revenue that petitioner earned for the
subject year, (5) whether the project was paid for with Fed-
eral funds, and (6) petitioner’s characterization of the project
as repair or maintenance, substantially prolonging the useful
life of real property, materially increasing the value of real
property, and/or adapting real property to a different or new
use. The specific work that petitioner performed on each
project is as follows:
Casualty Projects
05–1021
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. Peti-
tioner concluded that this work substantially prolonged the
useful life of the bridge and materially increased its value.
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05–1023
Petitioner performed this project for the North Texas Toll-
way 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.
05–1025
Petitioner 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. Peti-
tioner concluded that this work substantially prolonged the
useful life of the bridge and materially increased its value.
05–1029
Petitioner performed this project for the Oklahoma Depart-
ment of Transportation (ODOT). Petitioner worked on a bridge
in Oklahoma County, Oklahoma, on Interstate Highway 40
over Anderson Road. The work rehabilitated damaged con-
crete 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.
05–1045
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. Peti-
tioner concluded that this work substantially prolonged the
useful life of the bridge and materially increased its value.
05–1054
Petitioner 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
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200 136 UNITED STATES TAX COURT REPORTS (195)
that the bridge could reopen to traffic and carry its design
loads. Petitioner also performed some concrete work. Peti-
tioner concluded that this work substantially prolonged the
useful life of the bridge and materially increased its value.
05–1056
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 rehabili-
tated damaged concrete beams so that the bridge could
reopen to traffic and carry its design loads. Petitioner con-
cluded that this work substantially prolonged the useful life
of the bridge and materially increased its value.
05–1059
Petitioner performed this project for the TxDOT. Petitioner
worked on a bridge on Interstate Highway 37 and U.S. High-
way 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 life of the bridge
and materially increased its value.
05–1060
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.
05–1064
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 pro-
longed the useful life of the bridge and materially increased
its value.
05–1065
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
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 201
that the bridge could reopen to traffic and carry its design
loads. Petitioner concluded that this work substantially pro-
longed the useful life of the bridge and materially increased
its value.
05–999
Petitioner performed this project for the ODOT. Petitioner
worked on a bridge at Randall Avenue and Interstate High-
way 40 in Oklahoma. Petitioner sealed joints, patched the
bridge deck, and retrofitted beam ends. Petitioner also
removed existing lead paint (a perceived hazardous mate-
rial), 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.
06–1072
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 struc-
tural 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.
06–1073
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 strength-
ened 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.
06–1074
Petitioner performed this project for the ODOT. Petitioner
worked on a bridge at Interstate Highway 244 and the 23d
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.
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202 136 UNITED STATES TAX COURT REPORTS (195)
06–1078
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.
06–1084
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 substan-
tially prolonged the useful life of the bridge.
06–1087
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 con-
crete beams to restore the bridge’s load carrying capacity.
Petitioner concluded that this work substantially prolonged
the useful life of the bridge.
06–1091
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 substan-
tially prolonged the useful life of the bridge.
New Construction Projects
03–906
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
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 203
concluded that this work substantially prolonged the useful
life of the bridge.
03–921
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.
03–926
Petitioner performed this project for the TxDOT. Petitioner
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 substan-
tially prolonged the useful life of the bridge deck.
04–937
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 cat-
walks and port holes and was built on an old apron to allow
for maintenance run-ups and a staging area for hijacked air-
craft. Petitioner concluded that this work materially
increased the value of the property and adapted the property
to a new or different use.
04–954
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. Peti-
tioner concluded that this work substantially prolonged the
useful life of the pavement.
04–955
Petitioner performed this project for the TxDOT. Petitioner
worked on some bridge header joints in Williamson County,
Texas. Petitioner rehabilitated pavement and joints. Peti-
tioner concluded that this work substantially prolonged the
useful life of the pavement.
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204 136 UNITED STATES TAX COURT REPORTS (195)
04–956
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 pro-
longed the useful life of an HMAC overlay. Petitioner con-
cluded that this work involving the bridge deck patches
substantially prolonged the useful life of the bridge deck and
the HMAC overlay.
04–959
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.
04–965
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 con-
cluded that the added lanes and driveways adapted the high-
way to a different use. Petitioner concluded that its pave-
ment work substantially prolonged the useful life of both the
concrete pavement and the new HMAC overlay.
04–967
Petitioner performed this project for the TxDOT. Petitioner
worked on Interstate Highway 35E in Dallas, Texas. Peti-
tioner rehabilitated concrete pavement so that an asphalt
overlay could be installed properly. Petitioner also rehabili-
tated joints on the bridge. Petitioner concluded that this
work substantially prolonged the useful life of the pavement
on the bridge.
04–968
Petitioner performed this project for Eastfield College in
Texas. Petitioner rehabilitated a failed column at a building
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 205
at the college. Petitioner concluded that this work substan-
tially increased the useful life of the building from zero to its
original design life.
04–971
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.
04–981
Petitioner performed this project for the TxDOT. Petitioner
worked on U.S. Highway 67 in Texas. Petitioner rehabili-
tated concrete pavement so that an asphalt overlay could be
installed properly. Petitioner also rehabilitated joints on the
bridge. Petitioner concluded that this work substantially pro-
longed the useful life of the pavement on the bridge.
04–982
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.
05–1000
Petitioner performed this project for the Kansas Depart-
ment 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.
05–1002
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
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206 136 UNITED STATES TAX COURT REPORTS (195)
rail that upgraded the crash-worthiness rating 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.
05–1003
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 sub-
structure, 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 pro-
longed the useful life of the bridge.
05–1011
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), 42 U.S.C. secs. 12101–
12213 (2006). Petitioner concluded that this work adapted
the property to a new or different use.
05–1018
Petitioner performed this project for the TxDOT. Petitioner
worked on a bridge at U.S. Highway 287 and Heritage Park-
way in Texas. Petitioner rotated the bridge’s bearing pads.
Petitioner concluded that this work was repair or mainte-
nance.
05–1019
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 pave-
ment on the bridge.
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 207
05–1028
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 haz-
ardous 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.
05–1032
Petitioner performed this project for the TxDOT. Petitioner
worked on a bridge on U.S. Highway 287 in Texas. Petitioner
leveled the bearing pads. Petitioner concluded that this work
was repair or maintenance.
05–1036
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 it was originally designed. Petitioner also
removed existing lead paint (a perceived hazardous mate-
rial), 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.
05–1037
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. Peti-
tioner concluded that this work substantially prolonged the
useful life of the bridge.
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208 136 UNITED STATES TAX COURT REPORTS (195)
05–1038
Petitioner performed this project for the TxDOT. Petitioner
worked on the pavement on Interstate Highway 20 in Texas.
Petitioner rehabilitated concrete pavement so that an asphalt
overlay could be installed properly. Petitioner also rehabili-
tated joints on the bridge. Petitioner concluded that this
work substantially prolonged the useful life of the pavement
on the bridge.
05–1043
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.
05–1047
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.
05–1052
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 replacing it with 16-inch pave-
ment. 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.
05–1057
Petitioner performed this project for the TxDOT. Petitioner
worked on a bridge on U.S. Highway 83 in Texas. Petitioner
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 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.
05–995
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.
06–1069
Petitioner performed this project for the Lakes of Coppell
housing subdivision in Coppell, Texas. Petitioner worked on
a failing retaining wall that spanned the length of the water-
ways 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 substan-
tially prolonged the useful life of the subdivision and materi-
ally increased its value.
06–1071
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.
06–1085
Petitioner performed this project for the TxDOT. Petitioner
worked on a culvert along State Highway 121 in Texas. Peti-
tioner’s work consisted of structural repairs and water-
proofing. Petitioner concluded that this work was repair or
maintenance.
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210 136 UNITED STATES TAX COURT REPORTS (195)
06–1089
Petitioner performed this project for the TxDOT. Petitioner
worked on a bridge on Interstate Highway 30 in Texas. Peti-
tioner rehabilitated concrete pavement so that an asphalt
overlay could be installed properly. Petitioner concluded that
this work substantially prolonged the useful life of the pave-
ment on the bridge.
06–1093
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.
Misc. Jobs
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.
Rehabilitation Projects
02–861
Petitioner performed this project for the Dallas/Forth
Worth Airport Authority. Petitioner worked on pavement at
Dallas/Fort Worth Airport. Petitioner rehabilitated the pave-
ment on the runway/taxiway. Petitioner concluded that this
work substantially prolonged the useful life of the runway/
taxiway.
03–874
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 of the bridge.
03–890
Petitioner performed this project for the ODOT. Petitioner
worked on various bridges in Garvin, Lincoln, and Johnston
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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.
03–902
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. High-
ways 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.
03–915
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 con-
cluded that this work substantially prolonged the useful life
of the bridge.
04–950
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 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.
04–951
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.
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212 136 UNITED STATES TAX COURT REPORTS (195)
04–958
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 concluded that this work
substantially extended the useful life of the bridge and mate-
rially increased its value.
04–960
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.
04–961
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 struc-
tural steel to the bridge beams which increased the weight
of loads that trucks could carry on the bridge. Petitioner con-
cluded that this work substantially prolonged the useful life
of the bridge and adapted it to a new or different use.
04–969
Petitioner performed this project for the ODOT. Petitioner
worked on four bridges on county roads in Oklahoma. Peti-
tioner sealed joints, patched the decks of the bridges, and
retrofitted beam ends. Petitioner concluded that this work
substantially prolonged the useful lives of the bridges.
04–970
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
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ends. Petitioner concluded that this work substantially pro-
longed the useful lives of the bridges.
04–983
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.
04–985
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.
04–986
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 steel, and applied a protective paint
coating designed to prevent future corrosion. Petitioner con-
cluded that this work substantially prolonged the useful life
of the bridge and adapted it to a new or different use.
04–987
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.
05–1004
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. Peti-
tioner sealed joints, patched the decks of the bridges, and
retrofitted beam ends. Petitioner also removed existing lead
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214 136 UNITED STATES TAX COURT REPORTS (195)
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.
05–1006
Petitioner performed this project for the NTTA. Petitioner
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.
05–1009
Petitioner performed this project for the TxDOT. Petitioner
rehabilitated concrete traffic barrier walls. Petitioner con-
cluded that this work substantially prolonged the useful life
of the traffic barrier walls.
05–1013
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.
05–1017
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 been closed without this work. Petitioner con-
cluded that this work substantially prolonged the useful life
of the bridge.
05–1020
Petitioner performed this project for the ODOT. Petitioner
worked on a bridge in Oklahoma. Petitioner rehabilitated
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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.
05–1022
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.
05–1024
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 con-
cluded that this work substantially prolonged the useful life
of the bridge and materially increased its value.
05–1033
Petitioner performed this project for the NTTA. Petitioner
worked on pavement. Petitioner routed and sealed cracks in
the pavement to prevent moisture intrusion. Petitioner con-
cluded that this work substantially prolonged the useful life
of the pavement.
05–1046
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.
05–1048
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 con-
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216 136 UNITED STATES TAX COURT REPORTS (195)
cluded that this work substantially prolonged the useful life
of the bridge and materially increased its value.
05–1049
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 existing lead paint (a perceived haz-
ardous 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.
05–1050
Petitioner performed this project for the ODOT. Petitioner
worked on a bridge in Beckham County, Oklahoma. Peti-
tioner 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.
05–1051
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 useful life of the
bridge and materially increased its value.
05–1061
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
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 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.
05–1062
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.
05–1063
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 that this work substantially prolonged
the useful life of the bridge.
05–996
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 substan-
tially prolonged the useful life of the civic center.
05–997
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.
06–1067
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
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218 136 UNITED STATES TAX COURT REPORTS (195)
lead paint (a perceived hazardous material), blasted the
bridge to remove corrosion, and applied a protective paint
coating designed to prevent future corrosion. Petitioner con-
cluded that this work substantially prolonged the useful life
of the bridge and materially increased its value.
06–1068
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. Peti-
tioner concluded that this work substantially prolonged the
useful life of the bridge.
06–1070
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.
06–1075
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 compo-
nents to help the bridge regain and maintain its design loads
carrying capacity. Petitioner concluded that this work
substantially prolonged the useful life of the bridge.
06–1076
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. Peti-
tioner concluded that this work substantially prolonged the
useful life of the bridge and materially increased its value.
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06–1079
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. Peti-
tioner concluded that this work substantially prolonged the
useful life of the bridge.
06–1080
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.
06–1081
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. Peti-
tioner sealed joints, patched the bridge deck, and retrofitted
beam ends. Petitioner concluded that this work substantially
prolonged the useful life of the bridge.
06–1082
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 con-
cluded that this work substantially prolonged the useful life
of the bridge.
06–1088
Petitioner performed this project for the ODOT. Petitioner
worked on the Rockwell Avenue Bridge in Oklahoma. Peti-
tioner sealed joints, patched the bridge deck, and retrofitted
beam ends. Petitioner concluded that this work substantially
prolonged the useful life of the bridge.
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220 136 UNITED STATES TAX COURT REPORTS (195)
06–1090
Petitioner performed this project for the NTTA. Petitioner
worked on the entrance to a building in Plano, Texas. Peti-
tioner modified the entrance to comply with the ADA. Peti-
tioner 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.
06–1094
Petitioner performed this project for the NTTA. Petitioner
rehabilitated concrete pavement and joints on a bridge so
that an asphalt overlay could be installed properly. Peti-
tioner concluded that this work substantially prolonged the
useful life of the bridge.
06–1095
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.
06–1096
Petitioner performed this project for the TxDOT. Petitioner
worked on a bridge on Interstate Highway 20 in Texas. Peti-
tioner sealed joints, patched the bridge deck, and retrofitted
beam ends. Petitioner concluded that this work substantially
prolonged the useful life of the bridge.
OPINION
I. Background
We decide whether the disputed amount is DPGR. The par-
ties 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 par-
ties agree that petitioner’s work substantially renovated real
property to the extent that: (1) The work renovated 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
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 221
real property, and/or adapted the real property to a different
or new use. Further, the parties do not dispute that peti-
tioner’s work met the first prong of this two-part substantial
renovation test. 6 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. 7
Petitioner argues that it ‘‘erected’’ or ‘‘substantially ren-
ovated’’ real property and therefore the disputed amount is
DPGR. Respondent argues that petitioner’s work falls outside
of the meanings of those terms and therefore the disputed
amount is not DPGR. We agree with petitioner.
II. Burden of Proof
Respondent determined that none of the disputed amount
is DPGR, and respondent’s determination is presumed correct.
See Welch v. Helvering, 290 U.S. 111, 115 (1933); see also
Interstate Transit Lines v. Commissioner, 319 U.S. 590, 593
(1943) (stating that deductions are a matter of legislative
grace for which taxpayers must prove their entitlement); cf.
Helvering v. Bliss, 293 U.S. 144, 150–151 (1934) (stating that
tax provisions should not be narrowly construed where, as
here, they are ‘‘liberalizations of the law in the taxpayer’s
favor, * * * begotten from motives of public policy’’). A tax-
payer generally must prove the Commissioner’s determina-
tion wrong in order to prevail. See Rule 142(a). Section
7491(a), however, sometimes places the burden of proof upon
the Commissioner.
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.
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 sec. 199 because it is
either a building or other property that is and ordinarily will remain affixed to real property
for an indefinite period. See sec. 1.199–3(m)(2)(i), Income Tax Regs.; see also sec. 1.263A–8(c)(3),
Income Tax Regs. Furthermore, we find in the record that petitioner’s work on these other types
of property renovated a major component or a substantial structural part of that property. We
conclude that all of the properties in dispute meet the first prong of this two-part test.
7 Hereinafter, we use the term ‘‘disputed projects’’ to refer to the 104 projects discussed supra
p. 198, less the 5 of those projects that petitioner characterizes as repair or maintenance.
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222 136 UNITED STATES TAX COURT REPORTS (195)
III. Section 199
A. Applicable Text
Our substantive analysis begins with the relevant text of
section 199. (We set forth that text in appendix D.) Section
199(a) allows a corporate taxpayer such as petitioner to
deduct a percentage (equal to 3 percent for the subject year)
of the lesser of (1) its qualified production activities income
or (2) its taxable income (as computed without regard to the
deduction under section 199(a)). Section 199(b)(1) limits that
deduction to 50 percent of the wages that the taxpayer pays
during the year. Section 199(c)(1) defines the term ‘‘qualified
production activities income’’ as the taxpayer’s DPGR less the
sum of its cost of goods sold (allocable to the DPGR) plus cer-
tain expenses and other items. Section 199(c)(4)(A)(ii) pro-
vides that DPGR includes a taxpayer’s gross receipts from the
construction of real property performed in the United States
if the taxpayer is engaged in the active conduct of a construc-
tion business and the gross receipts are derived in the ordi-
nary course of that business.
Section 199 does not define the phrase ‘‘construction of real
property’’ as its appears in section 199(c)(4)(A)(ii), and it is
the meaning of that phrase that is the focus of our analysis.
The parties do not dispute that petitioner is entitled to a
deduction under section 199(a) to the extent that petitioner’s
work on the disputed projects falls within the meaning of
that phrase. Nor do the parties dispute that petitioner’s work
will fall within the meaning of that phrase if the work
‘‘erected’’ or ‘‘substantially renovated’’ real property within
the meaning of section 1.199–3(m), Income Tax Regs.
B. Legislative History
Section 199 was added to the Code by the American Jobs
Creation Act of 2004 (AJCA), Pub. L. 108–357, sec. 102(a), 118
Stat. 1424, to give domestic manufacturers a tax deduction
for certain domestic production activities. The conferees
noted that then-present law did not reduce a corporate tax-
payer’s income tax for income from domestic activities and
stated that section 199 would provide such a reduction in
certain cases. See H. Conf. Rept. 108–755, at 265–275 (2004).
The conferees stated that ‘‘construction activities performed
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 223
in the United States’’ was one of those cases, that ‘‘activities
that are directly related to the erection or substantial ren-
ovation of residential and commercial buildings and infra-
structure’’ were ‘‘construction activities’’, and that ‘‘structural
improvements, but not mere cosmetic changes, such as
painting’’ were ‘‘substantial renovation’’. Id. at 271 & n.26.
The name of the AJCA and the statute’s wage limitation on
the amount of the deduction under section 199(a) indicate
that Congress intended that section 199 create jobs in the
United States and otherwise strengthen the U.S. economy.
IV. Guidance From the Commissioner and From the Sec-
retary
A. Notice 2005–14
On January 19, 2005, the Commissioner released Notice
2005–14, 2005–1 C.B. 498, to provide ‘‘interim guidance’’ on
section 199. The notice stated that the Secretary was cur-
rently developing regulations under section 199 and that tax-
payers could rely on the interim guidance until the regula-
tions were issued. Id. sec. 1, 2005–1 C.B. at 502.
As relevant here, Notice 2005–14, sec. 4.04(11)(a) and (b),
2005–1 C.B. at 520, stated that ‘‘The term ‘construction’
means the construction or erection of real property’’ and that
Activities constituting construction include activities performed in connec-
tion with a project to erect or substantially renovate real property, but do
not include tangential services such as hauling trash and debris, and deliv-
ering materials, even if the tangential services are essential for construc-
tion. However, if the taxpayer performing construction also, in connection
with the construction project, provides tangential services such as deliv-
ering 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. * * *
Notice 2005–14, sec. 4.04(11)(d), 2005–1 C.B. at 520, stated
that the ‘‘term ‘substantial renovation’ means the renovation
of a major component or substantial structural part of real
property that materially increases the value of the property,
substantially prolongs the useful life of the property, or
adapts the property to a new or different use.’’ Notice 2005–
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224 136 UNITED STATES TAX COURT REPORTS (195)
14, sec. 3.04(11)(d), 2005–1 C.B. at 511, explained as to that
meaning:
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 § 263(a) to determine whether
a taxpayer’s activities result in permanent improvements or betterments
of property, such that the cost of the activities must be capitalized * * *
[and that the definition of the term substantial renovation as set forth in
the notice is] consistent with the rules under § 263(a) * * *
B. 2005 Proposed Regulations
On November 4, 2005, the Secretary published proposed
regulations under section 199. See secs. 1.199–0 through
1.199–8, Proposed Income Tax Regs., 70 Fed. Reg. 67240
(Nov. 4, 2005). The proposed regulations stated that the final
regulations, when published, would apply to taxable years
beginning after December 31, 2004. See sec. 1.199–8(g), Pro-
posed Income Tax Regs., 70 Fed. Reg. 67276 (Nov. 4, 2005).
The proposed regulations stated that taxpayers could
rely on the proposed regulations and/or the interim guidance
set forth in Notice 2005–14, supra, until the final regulations
were published in the Federal Register. See id.
The definition of the word ‘‘construction’’ in the proposed
regulations was similar to its definition in Notice 2005–14,
supra. Section 1.199–3(l)(1)(i) and (2), Proposed Income Tax
Regs., 70 Fed. Reg. 67254, 67255 (Nov. 4, 2005), stated that
‘‘The term construction means the construction or erection of
real property’’ and
Activities constituting construction include activities performed in connec-
tion with a project to erect or substantially renovate real property, but do
not include tangential services such as hauling trash and debris, and deliv-
ering materials, even if the tangential services are essential for construc-
tion. However, if the taxpayer performing construction also, in connection
with the construction project, provides tangential services such as deliv-
ering 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 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 Notice 2005–14,
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 225
supra. Section 1.199–3(l)(4), Proposed Income Tax Regs., 70
Fed. Reg. 67255 (Nov. 4, 2005), stated that the ‘‘term
substantial renovation means the renovation of a major
component or substantial structural part of real property
that materially increases the value of the property, substan-
tially prolongs the useful life of the property, or adapts the
property to a new or different use.’’ While this definition
adopted some of the grounds for capitalization under section
263(a) and the regulations thereunder, see sec. 1.263(a)–1(b),
Income Tax Regs. (stating that an expense is generally a cap-
ital expenditure if the expense adds to the value or substan-
tially prolongs the useful life of property owned by the tax-
payer or adapts the property to a new or different use), the
proposed regulations did not explicitly adopt all of those
grounds. The proposed regulations, for example, did not
explicitly adopt the standard of section 1.263(a)–2(a), Income
Tax Regs., that ‘‘The cost of acquisition, construction, or erec-
tion of buildings, machinery and equipment, furniture and
fixtures, and similar property having a useful life substan-
tially beyond the taxable year’’ is a capital expenditure. See
also INDOPCO, Inc. v. Commissioner, 503 U.S. 79, 87–89
(1992) (holding that an expenditure that produces a signifi-
cant future benefit is a capital expenditure under section
263(a)).
C. 2006 Final Regulations
On June 1, 2006, the Secretary published final regulations
under section 199. See secs. 1.199–0 through 1.199–9, Income
Tax Regs., 71 Fed. Reg. 31283 (June 1, 2006). The final regu-
lations are applicable to taxable years beginning on or after
June 1, 2006. See sec. 1.199–8(i)(1), Income Tax Regs. The
final regulations also stated, however, that a taxpayer could
rely on the final regulations for taxable years beginning
before May 18, 2006, provided that the taxpayer followed all
of those final regulations. See id. The final regulations stated
that taxpayers who do not rely on the final regulations for
taxable years beginning before June 1, 2006, may rely on the
proposed regulations and/or the interim guidance set forth in
Notice 2005–14, supra. See id.
The final regulations stated that ‘‘The term construction
means activities and services relating to the construction or
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226 136 UNITED STATES TAX COURT REPORTS (195)
erection of real property’’. Sec. 1.199–3(m)(i)(1), Income Tax
Regs. The final regulations also stated:
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 serv-
ices 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 construc-
tion 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 taxpayer) that constitute the erection or
substantial renovation of real property * * *
[Sec. 1.199–3(m)(2), Income Tax Regs.]
The final regulations further stated (as did Notice 2005–
14, supra, and the proposed regulations) that ‘‘the term
substantial renovation means the renovation of a major
component or substantial structural part of real property
that materially increases the value of the property, substan-
tially prolongs the useful life of the property, or adapts the
property to a new or different use.’’ Sec. 1.199–3(m)(5),
Income Tax Regs. The final regulations, like the proposed
regulations, did not explicitly adopt other grounds for capital-
ization under section 263(a) and the regulations thereunder.
V. Expert Testimony
A. Overview
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 also received into
evidence each individual’s written report (as supplemented,
in the cases of the individuals called by petitioner). See Rule
143(g) (stating that an expert witness shall submit to the
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 227
Court a written report that serves as his or her direct testi-
mony).
B. Petitioner’s Experts
1. Mr. Gibson
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 cur-
rently for petitioner as its chief executive officer. 8 Mr. Gib-
son is an active member of many associations/societies of
engineers, and he or petitioner has received numerous
awards for his or its work in the field of construction. He has
advised Federal and State highway departments on the
construction of bridges and of other infrastructure.
Mr. Gibson is familiar with the specific work that peti-
tioner performed on each 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 prop-
erty 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 regu-
lations and their predecessors. His report, as 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
8 Mr. Gibson also has a significant financial interest in petitioner.
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228 136 UNITED STATES TAX COURT REPORTS (195)
supplemented, further supported his conclusion with detailed
bid sheets for the projects and with articles and treatises
relating to pavement preservation, the extension of the use-
ful life of roads and bridges, the improvement of the condi-
tion of bridges, and bridge management.
2. Mr. Smith
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 engineer-
ing 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 materials science
firm that is unrelated to petitioner. He and the firm spe-
cialize 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 high-
way 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
jobsites. He scrutinized the projects and bid sheets, and he
spoke to persons who 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 pave-
ment in job No. 02–861 (and in another job not in dispute)
substantially prolonged the useful life of the pavement and
increased its value.
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 229
C. Respondent’s Expert
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 as
an attorney for a year and a half during 2006 and 2007.
From August 2007 to date, he has worked as a general engi-
neer 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 adjust-
ments.’’ 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 jobsites (all within the Dallas/Fort Worth metropolitan
area). He concluded that 29 of petitioner’s 136 projects quali-
fied 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 dis-
puted projects 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 per-
formed on only part of the structure.
D. General Rules Applicable to Expert Testimony
Expert testimony is admissible where it assists the Court
to understand the evidence or to determine a fact in issue.
See Fed. R. Evid. 702; see also ASAT, Inc. v. Commissioner,
108 T.C. 147, 168 (1997). The testimony of an expert does not
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230 136 UNITED STATES TAX COURT REPORTS (195)
assist the Court when the testimony merely expresses a legal
conclusion. See Alumax, Inc. v. Commissioner, 109 T.C. 133,
171 (1997), affd. 165 F.3d 822 (11th Cir. 1999). Determining
whether expert testimony is helpful to the Court is a matter
within the Court’s sound discretion. See Laureys v. Commis-
sioner, 92 T.C. 101, 127 (1989).
We have broad discretion to evaluate the cogency of an
expert’s analysis. Sometimes, an expert will help us decide a
case. See, e.g., Trans City Life Ins. Co. v. Commissioner, 106
T.C. 274, 302 (1996). Other times, he or she will not. See,
e.g., Estate of Scanlan v. Commissioner, T.C. Memo. 1996–
331, affd. without published opinion 116 F.3d 1476 (5th Cir.
1997). We weigh an expert’s testimony in the light of his or
her qualifications and with due regard to all other credible
evidence in the record. We may embrace or reject an expert’s
opinion in toto, or we may pick and choose the portions of the
opinion we choose to adopt. See Helvering v. Natl. Grocery
Co., 304 U.S. 282, 294–295 (1938); Silverman v. Commis-
sioner, 538 F.2d 927, 933 (2d Cir. 1976), affg. T.C. Memo.
1974–285; IT&S of Iowa, Inc. v. Commissioner, 97 T.C. 496,
508 (1991); Parker v. Commissioner, 86 T.C. 547, 562 (1986).
We are not bound by an expert’s opinion and will reject an
expert’s opinion to the extent that it is contrary to the judg-
ment we form on the basis of our understanding of the record
as a whole. See Orth v. Commissioner, 813 F.2d 837, 842 (7th
Cir. 1987), affg. Lio v. Commissioner, 85 T.C. 56 (1985);
Silverman v. Commissioner, supra at 933; IT&S of Iowa, Inc.
v. Commissioner, supra at 508; Chiu v. Commissioner, 84
T.C. 722, 734 (1985).
VI. Standards of Substantial Renovation
A. Applicable Guidance
Section 199(c)(4)(A)(ii) states that DPGR is derived from the
‘‘construction of real property performed in the United
States’’, but section 199 does not define the word ‘‘construc-
tion’’. Petitioner relies in part upon the final regulations to
assert that its work on the disputed projects qualifies as
construction because those projects involved erecting or
substantially renovating real property. Petitioner also relies
upon the final regulations to assert that some of its work
substantially renovated real property because petitioner ren-
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 231
ovated a major component or substantial structural part of
real property and that work materially increased the value
of the property, substantially prolonged the useful life of the
property, or adapted the property to a new or different use.
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 tax-
payer such as petitioner to rely upon those regulations for
taxable years beginning before May 18, 2006. See sec. 1.199–
8(i)(1), Income Tax Regs. Petitioner relies on portions of the
final regulations to support its position. Petitioner’s reliance
on portions of the final regulations means those regulations
are applicable to this case in their entirety. See id. Peti-
tioner’s reliance on portions of the final regulations also
means that the other above-discussed guidance from the Sec-
retary and from the Commissioner is not directly applicable
to this case.
B. Overview
We proceed to decide the meaning of the phrases ‘‘materi-
ally increases the value of the property’’, ‘‘substantially pro-
longs the useful life of the property’’, and ‘‘adapts the prop-
erty to a new or different use’’, as used in section 1.199–
3(m)(5), Income Tax Regs. These phrases had their genesis
in the capitalization rules set forth in section 263(a) and the
regulations thereunder. See Notice 2005–14, sec. 3.04(11)(d);
see also sec. 1.263(a)–1(b), Income Tax Regs. The increased
value, prolonged useful life, and adapted use standards con-
tained in those phrases are measured by reference to the
‘‘real property’’ (here, primarily infrastructure), inclusive of
all of its components and parts. See sec. 1.199–3(m)(3) and
(4), Income Tax Regs.; 9 see also sec. 1.199–3(m)(5), Income
9 Sec. 1.199–3(m), Income Tax Regs., defines the terms ‘‘real property’’ and ‘‘infrastructure’’ as
follows:
(3) Definition of real property.—The term real property means buildings (including items that
are structural components of such buildings), inherently permanent structures (as defined in §
1.263A–8(c)(3)) other than machinery (as defined in § 1.263A–8(c)(4)) (including items that are
structural components of such inherently permanent structures), inherently permanent land im-
provements, oil and gas wells, and infrastructure (as defined in paragraph (m)(4) of this section).
* * * For purposes of this paragraph (m)(3), structural components of buildings and inherently
permanent structures include property such as walls, partitions, doors, wiring, plumbing, central
air conditioning and heating systems, pipes and ducts, elevators and escalators, and other simi-
lar property.
Continued
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232 136 UNITED STATES TAX COURT REPORTS (195)
Tax Regs. (using the words ‘‘the property’’ in reference to the
words ‘‘real property’’).
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. Smith
v. Commissioner, 300 F.3d 1023, 1030 (9th Cir. 2002)
(holding that aluminum reduction cells were sufficiently free-
standing to constitute units of property separate and apart
from the interconnected cell lines in aluminum smelting
facility, for purposes of characterizing the expense of
replacing the cell linings as a repair), affg. Vanalco, Inc. v.
Commissioner, T.C. Memo. 1999–265; Ingram Indus.,
Inc. v. Commissioner, T.C. Memo. 2000–323 (holding that
tugboat engines were not treated separately from tugboats in
determining whether engine repair costs were capital
expenditures); sec. 1.263A–10(b)(1), Income Tax Regs.
(stating that a unit of real property includes any components
of real property owned by the taxpayer that are functionally
interdependent). Thus, the relevant property that we analyze
to measure whether a standard of substantial renovation is
met is generally each building, bridge, or other permanent
structure on which petitioner worked. As the expert testi-
mony in this case shows, each of the bridges and the other
real property at issue normally is constructed with a number
of major interrelated components any one of which is critical
to the property’s overall functionality, and the separate
components of the property generally do not perform a dis-
crete function in the setting of the property as a whole that
would allow the component to operate and be used by itself.
To the contrary, the placing in service of one component (i.e.,
the readiness and availability of that component for its spe-
cific use) is generally dependent on the placing in service of
the other components of the bridge or the other real prop-
erty.
C. Repairs
The capitalization rules of section 263(a) and the regula-
tions thereunder do not treat an expense to repair property
as a capital expenditure. Such an expense is not a capital
(4) Definition of infrastructure.—The term infrastructure includes roads, power lines, water
systems, railroad spurs, communications facilities, sewers, sidewalks, cable, and wiring. The
term also includes inherently permanent oil and gas platforms.
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 233
expenditure because it fails to increase the value or prolong
the useful life of the property (or adapt the property to a dif-
ferent or new use). See Plainfield-Union Water Co. v.
Commissioner, 39 T.C. 333, 338 (1962). 10 Instead, the repair
generally keeps the property in its ordinarily efficient oper-
ating condition over the useful life for which it was acquired.
See Ill. Merchs. Trust Co. v. Commissioner, 4 B.T.A. 103, 106
(1926); see also sec. 1.162–4, Income Tax Regs. (stating that
‘‘incidental repairs’’ do not ‘‘materially add to the value of the
property’’ or ‘‘appreciably prolong its life, but keep it in an
ordinarily efficient operating condition’’ and that ‘‘Repairs in
the nature of replacements, to the extent that they arrest
deterioration and appreciably prolong the life of the property,
shall * * * be capitalized’’). Whether an expense is a repair
is a factual determination that turns on a finding that the
work did or did not prolong the life of the property, increase
its value, or make it adaptable to a different use. See R.R.
Hensler, Inc. v. Commissioner, 73 T.C. 168, 178–182 (1979).
Sometimes, an expense that would otherwise be character-
ized as a repair may be characterized as a capital expendi-
ture if the expense is part of the property’s rehabilitation,
modernization, and improvement. See United States v.
Wehrli, 400 F.2d 686, 689–690 (10th Cir. 1968); Jones v.
Commissioner, 242 F.2d 616 (5th Cir. 1957), affg. 24 T.C. 563
(1955). Such may be so even if the property was not com-
pletely out of service or in total disrepair. See Norwest Corp.
& Subs. v. Commissioner, 108 T.C. 265, 279–280 (1997)
(holding that the costs of removing asbestos-containing mate-
rials must be capitalized because they were part of a general
plan of rehabilitation and renovation that improved the
building); see also Bank of Houston v. Commissioner, T.C.
Memo. 1960–110. In addition, the Secretary has proposed a
regulation under which an expense is a capital expenditure,
rather than a repair, where the property has deteriorated to
10 In Plainfield-Union Water Co. v. Commissioner, 39 T.C. 333, 338 (1962), the taxpayer
claimed deductions for the cleaning and lining of cement pipe which restored the original water-
carrying capacity of the pipes. The Court held that the expenses were repairs because the tax-
payer continued to use the property in its normal course of business and the useful life of the
water main was not increased, nor was its strength or capacity enhanced. Id. The Court noted
that a repair returns property to the state it was before the condition necessitating the expendi-
ture arose and does not make the property more valuable, more useful, or longer lived. Id. The
Court noted that a capital expenditure under sec. 263(a) generally results in a longer lasting
increase in the longevity, utility, or worth of the property. Id.; see also Norwest Corp. & Subs.
v. Commissioner, 108 T.C. 265, 279–280 (1997).
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234 136 UNITED STATES TAX COURT REPORTS (195)
a state of disrepair and is no longer functional for its
intended use and the expense returns the property to its
former ordinarily efficient operating condition. See sec.
1.263(a)–3(e)(2)(iv), Proposed Income Tax Regs., 73 Fed. Reg.
12859 (Mar. 10, 2008).
D. Substantial Renovation Standards
1. Materially Increases the Value
A taxpayer’s receipts may be DPGR if the receipts are
attributable to renovations that materially increase the value
of real property. See sec. 1.199–3(m)(5), Income Tax Regs.
Respondent asserts that a material increase in the value of
real property in the context of public works projects requires
that the functional value of the property increase on account
of the project. We agree. See Plainfield-Union Water Co. v.
Commissioner, supra at 338. Each of petitioner’s projects
may have materially increased the value of the underlying
real property only to the extent that the project led to a more
permanent increment in the longevity, utility, or worth of the
property. Such a permanent increment may have occurred,
for example, if the project rehabilitated a critical component
of the property, thus making the rehabilitation tantamount
to replacing the property as a whole.
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
R.R. Hensler, Inc. v. Commissioner, supra at 180–182. An
increase in value in other cases is measured by comparing
the value of the real property after the project with the value
of the real property before the project. See Plainfield-Union
Water Co. v. Commissioner, supra at 337. In all cases, any
increase in value must be ‘‘material’’ to qualify the receipts
as DPGR.
2. Substantially Prolongs the Useful Life
A project may substantially prolong the useful life of prop-
erty if the project rehabilitates a critical and functional
component of the property and gives the property a new life
expectancy. See Smith v. Commissioner, 300 F.3d 1023 (9th
Cir. 2002). The replacement of a component that is so
integral to the overall functioning of property effectively con-
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(195) GIBSON & ASSOCIATES, INC. v. COMMISSIONER 235
fers a new lifespan on the property equivalent to the life of
the component. Id. at 1033. The useful life of property may
be substantially prolonged where the useful life of the prop-
erty as a whole was increased or the replacement of a compo-
nent effectively increased the useful life of the property.
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 R.R. Hensler, Inc. v. Commissioner,
supra at 180–182. An increase in useful life in other cases 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 project. See Plainfield-Union Water Co. v.
Commissioner, 39 T.C. at 337; Ill. Merchs. Trust Co. v.
Commissioner, 4 B.T.A. at 106. In all cases, any prolonging
of useful life must be ‘‘substantial’’ to qualify the receipts as
DPGR.
3. Adapts the Property to a New or Different Use
Property is adapted to a new or different use if the use of
the property after the project is not consistent with the tax-
payer’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 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 prop-
erty also is adapted for a new or different use.
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