PHILLIP C. PIERCE, P.E.
e-mail: phil @ philsbridges.com
EDUCATION: M.E./Pennsylvania
State University/Engineering Science/1983
B.S./Pennsylvania State
University/Civil Engineering/1972
REGISTRATION: Professional
Engineer: NH, NY, PA, VT
SUMMARY OF PROFESSIONAL EXPERIENCE:
Mr. Pierce has over 30
years of extensive and varied experience in structural engineering, primarily
focused on bridges. His background
includes involvement on virtually all types of bridge engineering projects,
ranging from routine minor drainage culverts to world-class suspension and
cable-stayed structures. Project
assignments have included highway, railway and pedestrian bridges having fixed
and movable spans. Tasks have ranged
from design of new structures to evaluation and rehabilitation of existing
structures, including collapse investigations.
Mr. Pierce has also participated in many types of building and general
structural engineering projects and has served as Project Manager on numerous
highway/bridge projects, including all aspects of the complete transportation
package.
Mr. Pierce has served in various positions of responsibility on projects for 15 State DOT's, several transportation/bridge authorities, and many smaller agencies/clients on over 100 design/rehabilitation projects and inspections/evaluations of over 1,000 bridges.
WORK
EXPERIENCE:
Phillip
C. Pierce, P.E. – Proprietor, 1999 to present:
Part-time consulting practice established 1999 with primary
focus on covered bridge engineering.
Recent assignments include work on six covered bridges – described later
under “Covered Bridge Experience”.
Recent selection as Principal Investigator by FHWA for preparation of a Covered
Bridge Manual, as part of the National Historic Covered Bridge Preservation
Program.
Delaware
County Department of Public Works, Delhi, New York – Deputy Commissioner, 10/99
to present:
Responsible for all engineering assignments of the DPW,
including work on about 300 bridges and 300 miles of County-owned roads. Projects support the DPW annual construction
budget of about $4M for bridges. Served
as Engineer for recent work on the Hamden and Fitch’s Covered Bridge
Rehabilitations.
Shumaker
Consulting Engineering and Land Surveying, P.C. , Vestal, NY – Managing
Engineer, 3/1998-9/1999.
Responsible for
structural and bridge engineering activities of the firm, including NYSDOT
biennial bridge inspections. Included
design of an authentic replacement covered bridge in Tunbridge, Vermont.
McFarland-Johnson, Inc., Binghamton, NY – Structures
Department Manager, 1989-2/1998:
Responsible for all
aspects of the variety of structural projects and tasks undertaken by the firm,
and participation in overall management of the firm. Included Project Management of the Statewide Study of Covered
Bridges in Vermont and the rehabilitation of the Hopkins and Paper Mill Covered
Bridges in VT.
Sverdrup Corporation, Falls Church, VA – Deputy Section
Manager, 1987-1989:
Responsible for a
variety of bridge projects, including several world-class structures.
Modjeski and Masters, Harrisburg, PA - Associate, 1972-1980
and 1981-1987:
Increasingly
responsible roles involving all sizes and types of bridges up to and including
many world-class structures, including several historic bridges.
COVERED
BRIDGE EXPERIENCE:
FHWA Research Project – Development of Covered Bridge
Manual, 2000-3 – Principal Investigator to
develop a Manual to be published by FHWA dealing with all aspects of covered
bridges, from initial evaluation and planning through preparation of design and
rehabilitation plans and construction.
Power House Covered
Bridge, Johnson, VT, 2001-2 – Project Engineer
for the preparation of plans for the construction of a replacement covered
bridge to generally replicate the previous bridge destroyed by snow loading in
early 2001. The 72-foot long bridge is
supported by Queen Post trusses.
Fitch’s Covered
Bridge, Delaware County, NY, 2001 – Project Engineer
for the preparation of construction documents and construction inspection for
the rehabilitation of the 1870 bridge supported by Town Lattice trusses. The 100-foot bridge required a complete
floor replacement, new overhead bracing system, new siding, and roofing.
Brown’s River Covered
Bridge, Westford, VT, 2001 – Engineer for the
evaluation and preparation of construction documents for re-siting the 100-foot
long Burr Arch covered bridge, built in 1836, over the Browns River. The project included a review of previous
repairs and recommendations for additional repairs, in addition to relocating
the bridge back over its river setting.
Hectorville, West
Hill & Hutchins Covered Bridges, Montgomery, VT, 2001
– Project Engineer for the evaluation of alternatives for preservation action
at each of the three bridges. All three
are single-span Town Lattice bridges built in the 1800s. Each site is unique and involves a location
on a dead-end road, rural unimproved road, or bypass condition. Alternative actions include potential
relocation and/or identification of other roadway access or improvement. General requirements for rehabilitation were
developed.
Hamden Covered
Bridge, Delaware County, NY, 2000 – Project Engineer
for the preparation of construction documents for the rehabilitation of the
1858 bridge built using the Long truss configuration. The project included removal of an existing timber bent near
mid-span of the structure to reconfigure the bridge back to a single-span
structure. Single piece glue-laminated
tensile chords, 130-foot long, were used to avoid splices.
Bartonsville Covered
Bridge, Rockingham, VT, 2000 – Engineer for the
in-depth analytical evaluation of the 160-foot Town Lattice supported bridge,
built 1870, over the Williams River.
The project included an extensive computer simulation of the loading of
the bridge, along with field load testing for verification of computer
predictions. The capacity of the bridge
was documented for an increase from 3 tons to 17 tons without rehabilitation.
Fuller Covered
Bridge, Montgomery, VT, 2000 – Engineer for the
design of a replacement floor system and preparation of record plans for the
rehabilitation of a 50-foot Town Lattice supported bridge, built 1890, over
Black Falls Creek. The project was
handled as a design-build contract for Blow & Cote, Inc.
Mill Covered Bridge,
Tunbridge, VT, 1999 – Project Manager/Engineer for
the design of the 72-foot single-lane highway bridge replacement of a previous
structure destroyed by ice. The
structure is supported by multiple king post trusses and is designed of all
sawn material to support a 15-ton design vehicle. The project was handled by a design-build contract for Daniels
Construction, Inc.
Long Range, Town‑owned, Covered Bridge Study, Vermont
AOT, Statewide, VT, 1992-95 ‑ Project
Manager for evaluations and report generation for 75 timber, covered bridges
located throughout the State. The
Study, costing over $870,000, was the most expensive ever undertaken for work
on covered bridges. The project
involved traffic and structural considerations, computing the load rating
capacities, and making recommendations to assist in preserving these historic
structures indefinitely. Field testing
of distribution beams was included to assess the behavior of these
controversial components. Work also
included research involving wooden peg testing at the Massachusetts Institute
of Technology to assist evaluation of Town Lattice trusses.
Hopkins and Paper Mill Covered Bridges, Vermont AOT,
Enosburg and Bennington, VT, 1996-99
‑ Project Manager/Engineer for the preparation of
construction documents for the rehabilitation of two Town Lattice style covered
bridges. Research included large‑scale
destructive testing of components of the bridges that helped to establish
appropriate allowable stresses for redesign.
On‑site intensive evaluation by an expert wood scientist allowed
determination of site‑specific allowable stresses for comparison with
test results. Three‑dimensional
computer modeling of the structures enabled refined force determination.
OTHER TIMBER STRUCTURE EXPERIENCE
Navy Ships Part Control Center (NSPCC), Mechanicsburg, PA
‑ Project Manager/Engineer for inspection, analysis and rehabilitation of
timber trusses and timber crane support systems contained in 25 large timber
warehouse structures built during early 1940's.
NSPCC ‑ After
completing the preceding assignment, was awarded open‑end contract (work spanned over a ten‑year period)
for structural investigations in which Mr. Pierce served as Project Manager for
assignments involving Timber floor system investigation for multiple buildings
and Rehabilitation of crane supports in multiple buildings.
Salvation Army, Binghamton, NY
‑ Responsible for investigation and repair of a three‑story,
150,000 square foot timber‑framed building.
Watertown Municipal Airport, Watertown, NY
‑ Responsible for structural evaluation and rehabilitation of 10,000
square foot timber hangar.
Shinnecock Nation Cultural Center & Museum, Southampton,
NY ‑ Responsible for design of connections of truss
construction using logs.
84 Lumber Building
Collapse Investigation, Harrisburg, PA –
Participated as engineer in the investigation of collapse of a timber-framed
building supported by timber bowstring trusses.
TIMBER TESTING EXPERIENCE:
Lattice member testing at Virginia Tech
(1995/6)
– Responsible for development and management of a laboratory testing
program of eight lattice members removed from Town Lattice supported covered
bridges in Vermont (preparatory for rehabilitation work of the bridges). The tests were conducted at Virginia Tech
under the direction of Professor Joe Loferski, as a specialty
subcontractor. Destructive and
non-destructive tests were performed in accordance with the protocol contained
in ASTM D198 for large specimens and D143 for small, clear specimens, obtained
from the residue of the fractured components of the D198 tests.
Wooden peg connection tests (1995/6)
– Responsible for development and management of a laboratory testing program of
various full-size joint configurations simulating those of Town Lattice covered
bridges. The work was performed at MIT
under the direction of Drs. Ben Brungraber and Leonard Morse-Fortier, as
specialty subconsultants. Measurement
of several structural parameters included: tension, compression, bearing, and
shear, parallel and perpendicular to grain.
Timber “distribution beam” tests (1993)
– Responsible for development and management of a field testing program to
ascertain the effectiveness of such beams.
These longitudinally-oriented structural elements have been added
beneath the transverse floor beams at a number of covered bridges. Yet their effectiveness in distributing axle
loads over a number of floor beams is controversial. That work included field instrumentation, engineering evaluation,
and report preparation documentation.
Town Lattice Chord Element Distribution Tests (2001)
– Responsible for development, management, and engineering associated with a
field-testing program of a Town Lattice supported covered bridge. The work measured the strains in the bottom
chord elements at various locations to determine how loads are distributed
around terminations of chord elements.
PROFESSIONAL
AFFILIATIONS:
Fellow, past Section officer and Council Delegate ‑
American Society of Civil Engineers
Professional Member of the Prestressed Concrete Institute;
recently served as an editor for a new comprehensive Design Manual.
Professional Member of the American Institute of Steel
Construction.
Member – Timber Framers’ Guild of North America
Member – 10 separate covered bridge preservation societies
in North America
PRESENTATIONS / PUBLICATIONS:
Mr. Pierce has
authored several articles for national trade journals and has made numerous
presentations to local, regional, and national seminars and conferences. The more important conferences include
multiple presentations at the International Bridge Conference at Pittsburgh,
PA, the Transportation Research Board Annual Meeting at Washington, D.C., and
World Structures Congresses (various locations) sponsored by the American
Society of Civil Engineers.
Representative
Presentations about covered bridges to larger audiences:
·
“Covered Bridges – Unique
Transportation Structures”, presentation at the 58th Annual New York
State Association of State Transportation Engineers Conference, Corning, NY,
April 1998.
·
“Covered Bridges – Life Cycle Cost
Advantages?”, presentation at the 15th ASCE Structures Congress,
Portland, OR, April 1997.
·
"Vermont's Town-owned Covered
Bridges – the Rest of the Story", presentation at the 14th Annual
International Bridge Conference, Pittsburgh, PA, June 1997.
·
“Long-Range Study of Vermont’s
Town-Owned Covered Bridges”, presentation at the 11th Annual
International Bridge Conference, Pittsburgh, PA, June 1994.
Selected Publications
about covered bridges:
·
Covered
Bridge Manual, being prepared for publication by
FHWA, via a research grant associated with the National Historic Covered Bridge
Preservation Program.
·
“Rehabilitation of Historic Covered Bridges”, article in Wood
Design Focus – A Newsletter of Contemporary Wood Engineering, published by The
Forest Products Society, Madison, WI; V.10, N.3, Fall, 1999.
·
“Covered Bridges”, Chapter 15 of Timber Construction for Architects and Builders,
McGraw-Hill, 1998, edited by Eliot W. Goldstein, AIA.