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Barr &
Prevost
Engineering – Testing |
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Company Profile :
Originally
established in 1992 as a transportation engineering design firm specializing in
transportation planning and bridge, highway and traffic engineering projects, we
have expanded our capabilities to include geotechnical, soil and concrete
testing, civil and site engineering and construction inspection services. Barr &
Prevost serves both public and private clients. We maintain a seasoned and
innovative staff of 35 engineers, inspectors and technicians, augmenting their
abilities with the most recent design software releases and progressive
production equipment, and encouraging them in meeting continuing education
goals.
AASHTO-Certified Testing Laboratory:
Tests are performed in
accordance with ASTM, AASHTO, EPA, OSHA, and military test procedures. Our firm
is one of the first in Ohio to utilize the groundbreaking Maturity Monitoring
System employed by the Ohio Department of Transportation for the past three
years.
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MAH-76-0091 (MAH-76-1.464) Bridge
Rehabilitation
Barr & Prevost was
retained by the Ohio Department of Transportation to rehabilitate this
structure over Lake Milton in Mahoning County, Ohio. The project was
initiated by performing an in-depth inspection. This inspection of the
original design of the steel girder-concrete deck superstructure
included the evaluation of the fatigue prone intermediate hinge
connections of girders. Fatigue analyses were completed to determine the
remaining useful life of the girders.
The scope of services for the rehabilitation plan
preparation was later modified to include an alternative design of a
totally new pre-stressed concrete I-beam superstructure. This alternate
proved to be the more economical of the two alternatives and was thus
selected for construction. The picture above reflects the newly
constructed bridge.
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CUY-77-1143/part of CUY-77-11.11 Bridge Replacement
As a sub consultant to Baker and Associates, Barr &
Prevost provided all design related to the replacement of the existing
2-span bridge CUY-77-1143 carrying Grant Avenue over I-77. The revised
scope of services called for a bridge design without piers, dictating a
minimum face to face of abutment distance of 129.5’ to clear I-77 and
meet lateral clearance requirements. To minimize superstructure depth
and meet vertical clearances, a creative design solution was developed
using short anchored end spans, which reduced bending and deflection in
the main span and helped in controlling the depth.
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STA-30-0.00/6.70/11.57 Bridge
Rehabilitation/Replacement
This two-part contract with District 4 involved
preliminary inspection of 4 bridges and rehabilitation/replacement
recommendations. Two of the structures are 5-span twin structures on US
30 over Tuscarawas River and CJ Corman Railroad. Profile adjustments on
US 30 were designed to achieve the required vertical clearance under the
structures. The project included bridge inspection, complex roadway
design, Level 2 bridge design, maintenance of traffic and right-of-way
plan preparation. Right-of-way plan preparation was accelerated to
completion at an early stage of design to allow sufficient time for
right-of-way acquisition. |
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STA-30-0.00 (Deerfield Avenue): In-depth
inspection of this 4-span steel beam bridge revealed it to be in overall
good condition. All 9 rehabilitation options included pier cap
replacement to support HS-20 and HS-25 loading. A fatigue analysis was
performed.
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STA-30-06.70
L&R (Tuscarawas River): The mainline twin structure, STA-30-0670
L&R, over the Tuscarawas River is nearly 60’ high. A snooper was used to
access the underside of the bridge and the top part of the piers. The
substructure concrete was sounded, steel was visually inspected and dye
penetration testing was used as necessary. A boat was needed for
inspecting the river piers. |
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STA-30-11.57
(Perry Drive): The original structure was designed for CF 400 (57)
loading. An in-depth inspection was made. Based on those findings,
bridge rehabilitation plans including substructure strengthening and
superstructure replacement were prepared. |
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Barr & Prevost
HIGHWAY ENGINEERING
Engineering – Testing
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FRA-315-2.40 Interstate Rehabilitation
This 2.78 mile-long, $11.5M interstate rehabilitation
project included resurfacing and bridge rehabilitation on a major
Columbus-area freeway. Four interchanges and ten bridges fall within the
project corridor. Design elements consist of profile adjustment on the
mainline and ramps, drainage, barrier and lighting upgrades and bridge
rehabilitation. A comprehensive MOT plan to maintain three lanes of
traffic in each direction during construction was included. |
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HAM-275-0.00 Interstate Rehabilitation
This project involved approximately 7 ½ miles of
interstate rehabilitation on I-275 initiating from the state line to the
I-275 and I-74 interchange. Ten bridges within the project limits will
be rehabilitated. New and partial interchange lighting was designed at
the I-275 and I-74 interchange and at the Kilby Road interchange.
Structural bridge engineering, maintenance of traffic, roadway,
drainage, traffic control and lighting were involved in this project.
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HAM-471-0.26 Interstate Rehabilitation
This Design-Build Interstate project involved the
rehabilitation of 16 bridges, including 9 on ramps and a ½ mile of full
depth concrete pavement replacement on the NB and SB lanes of IR-471.
The SB profile of IR 471 was lowered to provide a 16’ vertical clearance
under overhead bridges. The project required daily communication between
the contractor, ODOT District 8 and city and county representatives. The
design and construction was completed within an aggressive one-year
schedule.
One of the crucial aspects of the project was to
provide a phase construction MOT plan that was coordinated with the
30-day ramp closures, the bridge expansion joint fabrication and
adequate clearance for the construction equipment. Two 10’ lanes of
traffic were maintained on the mainline and one 10 ft lane remained open
on each ramp except for a 30 day closure period. The MOT plan had to be
coordinated efficiently to respond to the critique comments of several
parties involved with the project: ODOT District 8, Complete General
Construction, City of Cincinnati, A&A Safety, and Hamilton County were
all involved in this project.
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Barr & Prevost
STREET DESIGN
Engineering – Testing
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North High Street/Clintonville Rehabilitation
This streetscape and rehabilitation project involved
turn lane additions, improved sidewalk, gutter and curb, drainage
design, traffic control replacement, and pavement resurfacing. The 1.25
mile long section extended from the intersection of Arcadia and North
High Street to Torrence Road. The existing curbs and sidewalks along
North High Street were replaced and upgraded in compliance with the ADA.
Nine of the signalized intersections were upgraded from span wire
traffic signals to mast arms.
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Marietta Boat Dock
The City of Marietta, Ohio hosts an annual Stern
Wheel Festival. To improve spectator access and convenience to downtown
business from the boats, Barr & Prevost was retained by the City to
design a boat dock, ramped walkway and miscellaneous improvements to
this recreational area. The ramped walkway was constructed of concrete
for durability but matched the traditional brick aesthetics of the City
by a stamped pattern finish and coloring of the concrete.
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West 110th Street Rehabilitation
This project
involved the reconstruction of approximately ½ mile of 2-lane industrial
roadway on West 110th Street, including the intersections at Western
Avenue and Berea Road. In addition to widening the pavement to
accommodate significant semi-trailer truck traffic, the design
incorporated new profile alignment for improved pavement transitions at
the Norfolk & Southern Railroad at-grade crossing. Inclusion of the West
110th Street stakeholders throughout the design process resulted in
optimal layout of parking lanes and commercial driveway aprons, serving
to improve overall traffic control and access to adjacent industrial
facilities. This project also included concrete pavement, curb and
sidewalk along with the replacement of all pavement drainage inlets and
coordination of overhead utility relocations. Though through traffic was
detoured, a phasing sequence was utilized to maintain complete access to
all businesses located along West 110th Street during construction.
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Rings Road Widening
Reconstruction plans for upgrading a 3/4 mile stretch
of Rings Road from a 2-lane country road to a 5-lane boulevard provided
for a sidewalk, bike path, two 3-sided culverts (one flat and one
Conspan) over Cramer Ditch, a 16’ wide center median with median cuts at
intersections and selected driveways, and landscaping details. Also
included were closed system and open channel drainage, R/W, MOT and
traffic control plans. A flood plain study was prepared. Aesthetic
considerations involved stone-facing the parapets and wingwalls, using
decorative railing and landscaping.
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Barr & Prevost
TRAFFIC ENGINEERING
Engineering – Testing
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West 150th Street Traffic Recommendation Report
Barr & Prevost was hired by EG&G Development to study
the West 150th Street Corridor between Emery Avenue and Puritas Avenue
in Cleveland, Ohio. The existing traffic volume and operational
characteristics at intersections were obtained from on site observations
and data collection. After the existing conditions were generated and a
level-of-service identified utilizing Highway Capacity Software, the
proposed geometry and projected traffic volumes were analyzed using
Highway Capacity Software. Proposed traffic patterns and signal
operation were analyzed and suggested methods to improve the level of
service were provided in the traffic study recommendation report.
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MOT-75-15.82: I-75 & Wagner Ford
Barr & Prevost was hired by the Ohio Department of
Transportation to perform traffic analysis and to identify existing
geometric and safety deficiencies at the location of the I-75/Wagner
Ford interchange. The study area of the project is from Needmore Road to
the north, North Dixie Highway to the west, Stanley Avenue to the south
and Webster Drive to the east. The scope included gathering existing
information and performing a crash analysis, safety study and geometric
analysis of the existing conditions. This project developed an
understanding of what alignment corrections need to be accomplished to
correct the geometric deficiencies.
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Wal-Mart Site, SR 345 & Panther Drive Traffic Study
Atwell Hicks retained Barr & Prevost to perform a
traffic study for a proposed development located in Perry County, Ohio,
just northeast of the City of New Lexington, Ohio. The proposed
development will accommodate a Wal-Mart, a bank, and a restaurant.
Traffic counts were performed to determine level of service, signal
warrant, turn lane warrant and capacity analyses. Additional services
included signal design and intersection details.
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JAC-93-17.00/17.10
This project entailed
reconstruction of two urban bridges on SR 93 in the City of Jackson,
Ohio including one signal upgrade with interconnection to the existing
City of Jackson closed loop traffic control system along with signing
and marking. The comprehensive intersection traffic study for the
intersection of SR 93 and SR 788 included photographs, location map,
traffic counts, study narrative, conceptual improvement schemes, highway
capacity analyses for current, opening and design years, left turn lane
warrant analyses, signal phasing review, and volume data analyses. A
maintenance of traffic plan for various construction ph |

Barr & Prevost
BRIDGE INSPECTION
Engineering – Testing
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LAK-90-2342 L&R Bridge Inspection

This project consisted of a five (5) year condition
inspection of the twin truss bridges, LAK-90-2342 L&R, carrying 2 lanes
each of Eastbound and Westbound I–90 traffic over the Grand River in
Lake County, Ohio. The scope of work called for an in-depth inspection
in year 2002. Routine inspections were performed in the following 3
years. Ultrasonic testing of 16 pins was required in year 2002 and year
2005.
The inspection of the bridges was visual and by
non-destructive testing. Some welded connections required dye
penetration tests. In addition to a visual inspection, suspicious areas
of substructure concrete were sounded. Ultrasonic testing of pins was
performed. Traffic control was necessary to close one lane during
off-peak hours only. An MT505 permit was obtained from ODOT District 12.
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Jennings-Randolph Bridge Inspection
The Jennings Randolph Bridge carries US Route 30 over
the Ohio River in Hancock County, West Virginia. The bridge’s main span
has a 750’ long steel truss. The east approach, which is approximately
1300’ long, has two steel girders and eight stringer spans of various
lengths. The truss and east approach spans have four traffic lanes
separated by a concrete barrier.
The scope of this project included bridge inspection,
structural analyses and preparation of annual reports with load rating
and repair recommendations. Barr & Prevost completed a hands-on,
In-Depth Periodic inspection in 2005 per the requirements and in
accordance with the current West Virginia Bridge Inspection Manual and
AASHTO Manual for Condition Evaluation of Bridges Second Edition, the
Department of Transportation Bridge Inspector’s Reference Manual (BIRM)
updated October 2002 and the National Bridge Inspection Standards (NBIS).
Truss connections were inspected by snooper and by
climbing methods. Non-destruction testing, both dye-penetration and
magnetic particle testing were used. Land piers and abutments were
accessed by man lift and/or ladder. Suspicious areas of concrete were
sounded. An underwater inspection was also performed to evaluate river
pier foundations and stone condition at the waterline. Inspections were
carried out as per the current West Virginia Department of
Transportation Manual for Condition Evaluation of Bridges and according
to National Bridge Inspection Standards (NBIS). Load rating analyses
were prepared by using measured section losses for structural members.
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LOR-6-0967 Bridge Inspection

Built from 1939 to 1940, LOR-6-0967, the Charles
Berry Memorial Bridge, carries four lanes of Erie Avenue and USR 6
traffic, and pedestrians, over the CSX railroad tracks, the Black River
Landing and Transportation Center and the Black River in the harbor area
of Lorain, Ohio. The bridge has had as many as 2,500 openings per year
in the past.
The three-year inspection contract for this 1053'
long, twelve-span bridge that includes a 333' long leaf bascule span,
involved an in-depth inspection in 2004 and a routine inspection in each
of the two subsequent years. Due to the complexity of the bascule span,
the inspection elements included civil, electrical, mechanical and HVAC
systems. The majority of the inspection focused on the bascule span
where the electrical system, the gear drives, bearings, center locks,
tail locks and trunion supports were thoroughly inspected. An in-depth
report containing findings and including a maintenance and repair
schedule prioritized with associated estimated costs was prepared in
2004 and updated after each of the following inspections .
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Barr & Prevost
TESTING & INSPECTION
Engineering – Testing
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FAY-41-22.18, PID 76564
This reconstruction of 0.28 miles of S.R. 41 and the
superstructure replacement and widening of Bridge No. FAY-41-2229 over
I-71 in Fayette County included material inspection, geotechnical
recommendations and design. The project was administered by ODOT
District 6. Material testing entailed compliance to ODOT Supplemental
Specification 898 QC/QA Concrete for Structures, Section 08 Contractor
Quality Control and Acceptance Testing. Concrete Maturity Monitoring was
used for the bridge deck curing process, enabling the contractor to
remove forms and begin parapet construction within 3 days after the deck
pour, facilitating the reopening of S.R. 41 ahead of schedule. |
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City of Columbus Compost Facility
This project involved phased construction inspection
to prevent any downtime of the City of Columbus Southern Compost
Facility. Lagoon grading and reconfiguration provided for better
equipment access. The improvements consisted of a new concrete ramp,
push wall, and asphalt pavement. Construction was completed within a
3-month period, within budget and ahead of schedule.
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Columbus Academy
Barr & Prevost provided mate inspection supervision
for this build Columbus Academy, an independent school located in the Gahanna,
Ohio included supervision of the inspection crew and oversight of
construction activities.
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SHE-75-1.52, PID 25160
Barr & Prevost (sub to Complete General) was responsible
for the inspection of six concrete abutments that were rehabilitated on
slab structures in Shelby County for ODOT District 7. Our scope included
analytical structural assessments as well as site inspection of concrete
back-wall demolition, replacement and shoring design and construction
inspection. The inspection and temporary shoring allowed for ensured
uninterrupted highway traffic on I-75.
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Barr & Prevost Inc.
Engineering – Testing
A Certified DBE, MBE, EOE, EDGE, (SBA) 8(a) BD & SDB
Program Participant |
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Corporate Headquarters
2800 Corporate Exchange Dr.
Suite 240
Columbus, Ohio 43231
Contact: James Prevost, PE
Voice: (614) 714-0270 ext. 102
Email: jprevost@barreng.com
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AASHTO Certified Laboratory
5710 Westbourne Avenue
Columbus, Ohio 43213
Contact: John Olivieri
Voice: (614) 892-0162
Email: jolivieri@Barreng.com
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Lebanon Branch Office
998 E. Ridge Dr. Unit H
Lebanon, Ohio, 45036
Contact: Michael Moeller, PE
Voice: (513) 228-2128
Email: mmoeller@barreng.com
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