Barr & Prevost

Engineering – Testing

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.

 

 

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.

 

 

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.

 

 

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.

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.

 

 

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.
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.

 

 

Barr & Prevost             HIGHWAY ENGINEERING

Engineering – Testing

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.

 

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.

 

 

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.

 

 

Barr & Prevost                         STREET DESIGN

Engineering – Testing

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.

 

 

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.

 

 

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.

 

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.

 

 

Barr & Prevost                 TRAFFIC ENGINEERING

Engineering – Testing  

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.

 

 

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.

 

 

 

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.

 

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

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.

 

 

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.

 

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.

 

 

Barr & Prevost                 TESTING & INSPECTION

Engineering – Testing

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.

 

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.

 

 

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.

 

 

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.

 

 

Barr & Prevost Inc.

Engineering – Testing

A Certified DBE, MBE, EOE, EDGE, (SBA) 8(a) BD & SDB Program Participant

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

AASHTO Certified Laboratory

5710 Westbourne Avenue

Columbus, Ohio 43213

Contact: John Olivieri

Voice: (614) 892-0162

Email: jolivieri@Barreng.com

Lebanon Branch Office

998 E. Ridge Dr. Unit H

Lebanon, Ohio, 45036

Contact: Michael Moeller, PE

Voice: (513) 228-2128

Email: mmoeller@barreng.com