Best Sitework & Excavation Company
People do business with people they trust. For over 75 years, STEVENS Engineers & Constructors has been engineering and constructing a full range of industrial projects for clients in many challenging markets throughout the United States. It is not difficult to understand how we have withstood the test of time.
First, it’s all built on mutual respect and trust. Second, STEVENS Engineers & Constructors brings lifetime employment systems. We have refined and optimized human performance for reliability, enhancing safety, schedules, and performance.
Third, and perhaps most importantly, STEVENS Engineers & Constructors has the “expertise, molded by experience, which results in the most cost-effective systems for you and your project.”
We invite you to browse our construction case studies listed below for specific examples of our experience and knowledge in action.
| SERVICES | INDUSTRIES | ||
| Project Management | Metals | ||
| Engineering | Energy & Power | ||
| Automation | Oil & Gas | ||
| Construction | Chemical | ||
| Design/Build | |||
| Building Supply |
STEVENS works to ensure that it is on the forefront of the advancements in technology that increases productivity in the construction industry, to give our clients the highest level of quality and service on each and every job.
STEVENS Engineers & Constructors, being more than just an excavation contractor, knows what the final product needs to be for the next phase of a construction project — from de-watering and utility relocation to mass excavating and backfill. STEVENS tailors its plan for safety, environmental protection, and efficiency.
Using the most current technology and software, STEVENS does its own meticulous layout and reporting of factual and accurate progress to keep on schedule. When we complete an excavation, it’s ready for concrete placement, as if we were going to do it ourselves, which is also part of our expertise! (See Civil Concrete)
PROJECTS
Location: Selinsgrove, Pennsylvania
STEVENS, subcontracted by Bechtel, utilized Robotic Total Stations and Carlson Earthwork Software in conjunction with on-site engineering and third-party soils testing to excavate, backfill, import and export 260,000 cy of material, place storm drain piping and structures, road beds and utilize existing recycled concrete and asphalt to stabilize parking and laydown areas.
All local, state and federal permits regarding environmental protections were in place and observed allowing for minimal environmental impacts. Sediment control and erosion best management practices were followed prior to and monitored during construction. Heavy equipment used to accomplish the project included CAT excavators, articulating dumps, backhoes, D8 dozers, rollers, graders and lull forklifts. Every precaution was taken to promote on-site safety including daily and weekly safety meetings, equipment inspections and daily excavation inspections prior to the beginning of work. The expertise of the on-site crew working in conjunction with Bechtel’s engineers allowed for continuous excavation and backfill without neglecting safety or quality of work even when bad soils and ground water were encountered. STEVENS provided daily quantities and weekly drawings for client’s verification of progress.
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Site Work & Excavation
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Location: Washingtonville, Pennsylvania
STEVENS, subcontracted by Stone and Webster, utilized Robotic Total Stations and Carlson Earthwork Software in conjunction with on-site engineering and third-party soils testing to excavate 200,000 cy of earth, 70,000 cy of rock, excavated a stormwater retainage pond, placed storm drain piping, roads and rail beds and backfilled an area of five acres with 2A limestone to create a storage area for the storage of raw limestone used in the process of the FGD system at the PPL Montour Power Plant.
All local, state and federal permits regarding environmental protections were in place and observed, allowing for minimal environmental impacts. Sediment control and erosion best management practices were followed prior to and monitored during construction. Heavy equipment used to accomplish the project included CAT excavators, over-the-road dump trucks, backhoes, D8 dozers, rollers, graders and lull forklifts. Every precaution was taken to promote on-site safety including daily and weekly safety meetings, equipment inspections and daily excavation inspections prior to the beginning of work. The expertise of the on-site crew working in conjunction with Stone and Webster’s engineers allowed for continuous excavation and backfill without neglecting safety or quality of work. All excavated material was loaded onto road trucks with a CAT excavator and hauled to a local landfill. All rock excavation was done with hydraulic hoe rams and after the site was recontoured, the site not used in the storage and or process of limestone was seeded. STEVENS provided daily quantities and weekly drawings for client’s verification of progress.
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Site Work & Excavation
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Location: Scio, Ohio
The Scio Meter Station Earthwork was completed for Kinder Morgan, utilizing the latest drone technology in conjunction with on-site engineering to move 60,000 cy of dirt in the most efficient way possible. All local, state and federal permits regarding environmental protections were in place and observed, allowing for minimal environmental impacts. Erosion and sediment control was installed and maintained prior to construction, during construction and after construction was complete. Heavy equipment was used — including CAT 740 articulating dumps, CAT excavators, CAT rollers and CAT backhoes. Every precaution was taken to ensure the site was safe for heavy equipment to cross the existing pipelines using engineered air bridges. These bridges were installed prior to earthwork activities in locations which allowed for a continual flow of traffic. This made the excavation and backfill activities most efficient. The knowledge and expertise of the on-site team, as well as the cooperation of the client, allowed for excavation spoils of pad one to be transported to pad two, and immediately placed for backfill. On-site third party inspectors worked hand-in-hand with Kinder Morgan and STEVENS to verify that all project specifications were either met or exceeded.
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Site Work & Excavation
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Location: Selinsgrove, Pennsylvania
STEVENS, subcontracted by Bechtel, utilized Robotic Total Stations and Carlson Earthwork Software in conjunction with on-site engineering and third-party soils testing to excavate, backfill, import and export 260,000 cy of material, place storm drain piping and structures, road beds and utilize existing recycled concrete and asphalt to stabilize parking and laydown areas.
All local, state and federal permits regarding environmental protections were in place and observed allowing for minimal environmental impacts. Sediment control and erosion best management practices were followed prior to and monitored during construction. Heavy equipment used to accomplish the project included CAT excavators, articulating dumps, backhoes, D8 dozers, rollers, graders and lull forklifts. Every precaution was taken to promote on-site safety including daily and weekly safety meetings, equipment inspections and daily excavation inspections prior to the beginning of work. The expertise of the on-site crew working in conjunction with Bechtel’s engineers allowed for continuous excavation and backfill without neglecting safety or quality of work even when bad soils and ground water were encountered. STEVENS provided daily quantities and weekly drawings for client’s verification of progress.
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Site Work & Excavation
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Location: Washingtonville, Pennsylvania
STEVENS, subcontracted by Stone and Webster, utilized Robotic Total Stations and Carlson Earthwork Software in conjunction with on-site engineering and third-party soils testing to excavate 200,000 cy of earth, 70,000 cy of rock, excavated a stormwater retainage pond, placed storm drain piping, roads and rail beds and backfilled an area of five acres with 2A limestone to create a storage area for the storage of raw limestone used in the process of the FGD system at the PPL Montour Power Plant.
All local, state and federal permits regarding environmental protections were in place and observed, allowing for minimal environmental impacts. Sediment control and erosion best management practices were followed prior to and monitored during construction. Heavy equipment used to accomplish the project included CAT excavators, over-the-road dump trucks, backhoes, D8 dozers, rollers, graders and lull forklifts. Every precaution was taken to promote on-site safety including daily and weekly safety meetings, equipment inspections and daily excavation inspections prior to the beginning of work. The expertise of the on-site crew working in conjunction with Stone and Webster’s engineers allowed for continuous excavation and backfill without neglecting safety or quality of work. All excavated material was loaded onto road trucks with a CAT excavator and hauled to a local landfill. All rock excavation was done with hydraulic hoe rams and after the site was recontoured, the site not used in the storage and or process of limestone was seeded. STEVENS provided daily quantities and weekly drawings for client’s verification of progress.
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Site Work & Excavation
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Location: Scio, Ohio
The Scio Meter Station Earthwork was completed for Kinder Morgan, utilizing the latest drone technology in conjunction with on-site engineering to move 60,000 cy of dirt in the most efficient way possible. All local, state and federal permits regarding environmental protections were in place and observed, allowing for minimal environmental impacts. Erosion and sediment control was installed and maintained prior to construction, during construction and after construction was complete. Heavy equipment was used — including CAT 740 articulating dumps, CAT excavators, CAT rollers and CAT backhoes. Every precaution was taken to ensure the site was safe for heavy equipment to cross the existing pipelines using engineered air bridges. These bridges were installed prior to earthwork activities in locations which allowed for a continual flow of traffic. This made the excavation and backfill activities most efficient. The knowledge and expertise of the on-site team, as well as the cooperation of the client, allowed for excavation spoils of pad one to be transported to pad two, and immediately placed for backfill. On-site third party inspectors worked hand-in-hand with Kinder Morgan and STEVENS to verify that all project specifications were either met or exceeded.
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Site Work & Excavation
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Location: Selinsgrove, Pennsylvania
STEVENS, subcontracted by Bechtel, utilized Robotic Total Stations and Carlson Earthwork Software in conjunction with on-site engineering and third-party soils testing to excavate, backfill, import and export 260,000 cy of material, place storm drain piping and structures, road beds and utilize existing recycled concrete and asphalt to stabilize parking and laydown areas.
All local, state and federal permits regarding environmental protections were in place and observed allowing for minimal environmental impacts. Sediment control and erosion best management practices were followed prior to and monitored during construction. Heavy equipment used to accomplish the project included CAT excavators, articulating dumps, backhoes, D8 dozers, rollers, graders and lull forklifts. Every precaution was taken to promote on-site safety including daily and weekly safety meetings, equipment inspections and daily excavation inspections prior to the beginning of work. The expertise of the on-site crew working in conjunction with Bechtel’s engineers allowed for continuous excavation and backfill without neglecting safety or quality of work even when bad soils and ground water were encountered. STEVENS provided daily quantities and weekly drawings for client’s verification of progress.
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Site Work & Excavation
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Location: Washingtonville, Pennsylvania
STEVENS, subcontracted by Stone and Webster, utilized Robotic Total Stations and Carlson Earthwork Software in conjunction with on-site engineering and third-party soils testing to excavate 200,000 cy of earth, 70,000 cy of rock, excavated a stormwater retainage pond, placed storm drain piping, roads and rail beds and backfilled an area of five acres with 2A limestone to create a storage area for the storage of raw limestone used in the process of the FGD system at the PPL Montour Power Plant.
All local, state and federal permits regarding environmental protections were in place and observed, allowing for minimal environmental impacts. Sediment control and erosion best management practices were followed prior to and monitored during construction. Heavy equipment used to accomplish the project included CAT excavators, over-the-road dump trucks, backhoes, D8 dozers, rollers, graders and lull forklifts. Every precaution was taken to promote on-site safety including daily and weekly safety meetings, equipment inspections and daily excavation inspections prior to the beginning of work. The expertise of the on-site crew working in conjunction with Stone and Webster’s engineers allowed for continuous excavation and backfill without neglecting safety or quality of work. All excavated material was loaded onto road trucks with a CAT excavator and hauled to a local landfill. All rock excavation was done with hydraulic hoe rams and after the site was recontoured, the site not used in the storage and or process of limestone was seeded. STEVENS provided daily quantities and weekly drawings for client’s verification of progress.
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Site Work & Excavation
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Location: Scio, Ohio
The Scio Meter Station Earthwork was completed for Kinder Morgan, utilizing the latest drone technology in conjunction with on-site engineering to move 60,000 cy of dirt in the most efficient way possible. All local, state and federal permits regarding environmental protections were in place and observed, allowing for minimal environmental impacts. Erosion and sediment control was installed and maintained prior to construction, during construction and after construction was complete. Heavy equipment was used — including CAT 740 articulating dumps, CAT excavators, CAT rollers and CAT backhoes. Every precaution was taken to ensure the site was safe for heavy equipment to cross the existing pipelines using engineered air bridges. These bridges were installed prior to earthwork activities in locations which allowed for a continual flow of traffic. This made the excavation and backfill activities most efficient. The knowledge and expertise of the on-site team, as well as the cooperation of the client, allowed for excavation spoils of pad one to be transported to pad two, and immediately placed for backfill. On-site third party inspectors worked hand-in-hand with Kinder Morgan and STEVENS to verify that all project specifications were either met or exceeded.
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Site Work & Excavation
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STEVENS’ work in Sheet and H-Pile self-performs in conjunction with our excavation and civil concrete work.
Whether driven by schedule, safety, accessibility or efficiency, STEVENS, working with our own engineers or an owner’s engineer of record, can help properly identify soil type and analyze geotechnical reports to properly layout and drive these types of pile as needed.
PROJECTS
Location: Dresden, Ohio
STEVENS Engineers & Constructors received the contract to install the H-Piling for the foundation support for the newly designed Dresden Energy Facility from Williams Service Group. The Dresden Energy Facility, a combined cycle power plant, is owned and operated by Dominion Energy. This site was previously rough graded when STEVENS began to work at the facility. Included in the scope of the contract was the final excavation required for each of the major foundation footprints.
Facts: Excavation – 19,000 cy
H- Pile installation – 1712 pile; 85,300 LF total; 200 splices
Description:
STEVENS performed the excavation work during late fall and through the winter under severe weather conditions. This enabled work to begin in early spring on the foundations, followed by the summer erection of the equipment. STEVENS met the proposed 7-week schedule through the utilization of 3 pile driving rigs and an aggressive 6-day work week schedule.
STEVENS had an impressive performance and safety record on the piling installation and was subsequently awarded the foundation contract for the Dresden Energy Facility foundations. STEVENS always strives for quality workmanship and a safety-first environment, making them a leader in the industry.
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Sheet & H-Pile
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Location: Sparrows Point, Maryland
STEVENS has performed piling on both large and small projects. These projects, ranging from sheet piling, used for a simple earth barrier or shoring, to miles of H-piling, used for structural foundation support, have all been successfully executed by STEVENS.
STEVENS was subcontracted by Fluor to execute the largest H-pile project, Cold Mill at Sparrows Point in Baltimore, Maryland. This project safely drove over 290,400 linear feet or 55 miles of 12 x 55 H-pile, using four pile driving rigs and four splicing crews. Approximately 5,280 sticks of H-piling were spliced at 2,640 individual locations with an average pile length of 110 feet. STEVENS was able to accomplish the piling in less than five months. At that time, this was the largest piling project on the east coast.
STEVENS completed other challenging projects at ATI’s Electric Arc and Reheat Furnaces. While driving sheet piling at ATI’s Electric Arc Furnace, STEVENS was dealing with limited head room. Poor soils were a concern while placing sheet piling at the Reheat Furnace. Public roadways and local authorities were additional obstacles that were present. Driving forty-foot sheet piles with only sixty feet of headroom and limited turning radius against the public right-of-way were obstacles that STEVENS’ project team was able to overcome by drawing from their years of experience to safely and efficiently complete the project.
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Sheet & H-Pile
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Location: Brackenridge, Pennsylvania
STEVENS Engineers & Constructors were under two large contracts to install civil foundations at the ATI Brackenridge location when they were granted a third contract to conduct much of the site excavation. This site was particularly tight due to a new HSM that was being built in an existing facility surrounded by the town of Brackenridge.
STEVENS excavated down approximately three feet below the sidewalk, then drove 700 feet of SKM – 22 sheet piles along the road and 400 feet along the existing buildings. This was completed using two 80-ton with 100 feet boom conventional rigs. As the piling was going on, we moved a total of 70,000 cy of dirt, installed 30,000 square feet of sheet pile, put in the storm water pipe and demoed 10,000 cy of concrete all within five weeks. Working first shift only, along with the piling rigs, we had two 50-ton excavators, one 38-ton excavator with a hydraulic crusher, a 50-ton excavator with hydraulic hammer, a 38-ton excavator, a rubber tire hole, two D-6 dozers, two 30-ton art dump trucks, one road sweeper and 15-18 dump trucks on site.
This job was extremely tight and congested. STEVENS’ ability to self-perform at this type of work, under these conditions, especially considering the sheet pile, promotes the full benefits of safety and efficiency that we constantly realize within our projects.
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Sheet & H-Pile
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Location: Dresden, Ohio
STEVENS Engineers & Constructors received the contract to install the H-Piling for the foundation support for the newly designed Dresden Energy Facility from Williams Service Group. The Dresden Energy Facility, a combined cycle power plant, is owned and operated by Dominion Energy. This site was previously rough graded when STEVENS began to work at the facility. Included in the scope of the contract was the final excavation required for each of the major foundation footprints.
Facts: Excavation – 19,000 cy
H- Pile installation – 1712 pile; 85,300 LF total; 200 splices
Description:
STEVENS performed the excavation work during late fall and through the winter under severe weather conditions. This enabled work to begin in early spring on the foundations, followed by the summer erection of the equipment. STEVENS met the proposed 7-week schedule through the utilization of 3 pile driving rigs and an aggressive 6-day work week schedule.
STEVENS had an impressive performance and safety record on the piling installation and was subsequently awarded the foundation contract for the Dresden Energy Facility foundations. STEVENS always strives for quality workmanship and a safety-first environment, making them a leader in the industry.
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Sheet & H-Pile
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Location: Sparrows Point, Maryland
STEVENS has performed piling on both large and small projects. These projects, ranging from sheet piling, used for a simple earth barrier or shoring, to miles of H-piling, used for structural foundation support, have all been successfully executed by STEVENS.
STEVENS was subcontracted by Fluor to execute the largest H-pile project, Cold Mill at Sparrows Point in Baltimore, Maryland. This project safely drove over 290,400 linear feet or 55 miles of 12 x 55 H-pile, using four pile driving rigs and four splicing crews. Approximately 5,280 sticks of H-piling were spliced at 2,640 individual locations with an average pile length of 110 feet. STEVENS was able to accomplish the piling in less than five months. At that time, this was the largest piling project on the east coast.
STEVENS completed other challenging projects at ATI’s Electric Arc and Reheat Furnaces. While driving sheet piling at ATI’s Electric Arc Furnace, STEVENS was dealing with limited head room. Poor soils were a concern while placing sheet piling at the Reheat Furnace. Public roadways and local authorities were additional obstacles that were present. Driving forty-foot sheet piles with only sixty feet of headroom and limited turning radius against the public right-of-way were obstacles that STEVENS’ project team was able to overcome by drawing from their years of experience to safely and efficiently complete the project.
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Sheet & H-Pile
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Location: Brackenridge, Pennsylvania
STEVENS Engineers & Constructors were under two large contracts to install civil foundations at the ATI Brackenridge location when they were granted a third contract to conduct much of the site excavation. This site was particularly tight due to a new HSM that was being built in an existing facility surrounded by the town of Brackenridge.
STEVENS excavated down approximately three feet below the sidewalk, then drove 700 feet of SKM – 22 sheet piles along the road and 400 feet along the existing buildings. This was completed using two 80-ton with 100 feet boom conventional rigs. As the piling was going on, we moved a total of 70,000 cy of dirt, installed 30,000 square feet of sheet pile, put in the storm water pipe and demoed 10,000 cy of concrete all within five weeks. Working first shift only, along with the piling rigs, we had two 50-ton excavators, one 38-ton excavator with a hydraulic crusher, a 50-ton excavator with hydraulic hammer, a 38-ton excavator, a rubber tire hole, two D-6 dozers, two 30-ton art dump trucks, one road sweeper and 15-18 dump trucks on site.
This job was extremely tight and congested. STEVENS’ ability to self-perform at this type of work, under these conditions, especially considering the sheet pile, promotes the full benefits of safety and efficiency that we constantly realize within our projects.
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Sheet & H-Pile
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Location: Dresden, Ohio
STEVENS Engineers & Constructors received the contract to install the H-Piling for the foundation support for the newly designed Dresden Energy Facility from Williams Service Group. The Dresden Energy Facility, a combined cycle power plant, is owned and operated by Dominion Energy. This site was previously rough graded when STEVENS began to work at the facility. Included in the scope of the contract was the final excavation required for each of the major foundation footprints.
Facts: Excavation – 19,000 cy
H- Pile installation – 1712 pile; 85,300 LF total; 200 splices
Description:
STEVENS performed the excavation work during late fall and through the winter under severe weather conditions. This enabled work to begin in early spring on the foundations, followed by the summer erection of the equipment. STEVENS met the proposed 7-week schedule through the utilization of 3 pile driving rigs and an aggressive 6-day work week schedule.
STEVENS had an impressive performance and safety record on the piling installation and was subsequently awarded the foundation contract for the Dresden Energy Facility foundations. STEVENS always strives for quality workmanship and a safety-first environment, making them a leader in the industry.
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Sheet & H-Pile
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Location: Sparrows Point, Maryland
STEVENS has performed piling on both large and small projects. These projects, ranging from sheet piling, used for a simple earth barrier or shoring, to miles of H-piling, used for structural foundation support, have all been successfully executed by STEVENS.
STEVENS was subcontracted by Fluor to execute the largest H-pile project, Cold Mill at Sparrows Point in Baltimore, Maryland. This project safely drove over 290,400 linear feet or 55 miles of 12 x 55 H-pile, using four pile driving rigs and four splicing crews. Approximately 5,280 sticks of H-piling were spliced at 2,640 individual locations with an average pile length of 110 feet. STEVENS was able to accomplish the piling in less than five months. At that time, this was the largest piling project on the east coast.
STEVENS completed other challenging projects at ATI’s Electric Arc and Reheat Furnaces. While driving sheet piling at ATI’s Electric Arc Furnace, STEVENS was dealing with limited head room. Poor soils were a concern while placing sheet piling at the Reheat Furnace. Public roadways and local authorities were additional obstacles that were present. Driving forty-foot sheet piles with only sixty feet of headroom and limited turning radius against the public right-of-way were obstacles that STEVENS’ project team was able to overcome by drawing from their years of experience to safely and efficiently complete the project.
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Sheet & H-Pile
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Location: Brackenridge, Pennsylvania
STEVENS Engineers & Constructors were under two large contracts to install civil foundations at the ATI Brackenridge location when they were granted a third contract to conduct much of the site excavation. This site was particularly tight due to a new HSM that was being built in an existing facility surrounded by the town of Brackenridge.
STEVENS excavated down approximately three feet below the sidewalk, then drove 700 feet of SKM – 22 sheet piles along the road and 400 feet along the existing buildings. This was completed using two 80-ton with 100 feet boom conventional rigs. As the piling was going on, we moved a total of 70,000 cy of dirt, installed 30,000 square feet of sheet pile, put in the storm water pipe and demoed 10,000 cy of concrete all within five weeks. Working first shift only, along with the piling rigs, we had two 50-ton excavators, one 38-ton excavator with a hydraulic crusher, a 50-ton excavator with hydraulic hammer, a 38-ton excavator, a rubber tire hole, two D-6 dozers, two 30-ton art dump trucks, one road sweeper and 15-18 dump trucks on site.
This job was extremely tight and congested. STEVENS’ ability to self-perform at this type of work, under these conditions, especially considering the sheet pile, promotes the full benefits of safety and efficiency that we constantly realize within our projects.
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Sheet & H-Pile
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When it comes to civil concrete, STEVENS Engineers & Constructors is your contractor. Layout, embedded metal, rebar, anchor bolts, mass pours, expansion and construction joints, quality control, curing, additives, water stops, we do it all. With our experience and the professional oversight and support of our engineers, STEVENS does more than “get it done” we get it done right.
PROJECTS
Location: Brackenridge, Pennsylvania
STEVENS Engineers and Constructors was heavily involved in ATI’s state of the art HRM located in Brackenridge, Pennsylvania.
While primarily based on two large civil foundation packages, STEVENS was also required to excavate an area roughly 300’ wide x 1,100’ long x 20’ deep. STEVENS demoed more than 17,000 cy of old foundation, as well as installed more than 1,100 pounds of sheet pile along with the installation of numerous deep man hole and 36” concrete storm pipe.
At the end of the project, STEVENS had formed and poured more than 89,000 cy of concrete — including embedded metals, anchor bolts and elevated slabs. All of this was done throughout all four seasons, and on an extremely congested site.
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Civil Concrete
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Location: York Haven, Pennsylvania
STEVENS has been involved in numerous environmental projects in the power industry, including Scrubbers.
One such project was at PPL Brunner Island, where as a subcontractor to Shaw, STEVENS performed 36,500 cy of excavation, 8,000 LF of “H” piles (subcontractor) and 10,500 cy mass pours of foundations.
One of the unique challenges with this project was a specific requirement of 72-degree Fahrenheit temperature for all mass pours. During mid to late August near Harrisburg, Pennsylvania presented a challenge within weeks, due to the temperature regularly rising to the 90-degree Fahrenheit range.
STEVENS utilized many of its resources to complete this project. This started with establishing our own batch plant on site, following by chilling aggregate and substituting ice for water and scheduling the pours to start in the evening and run throughout the night. We had to inject liquid nitrogen at the pour site to meet the 72-degree requirement.
The mass pours averaged 3,500 cy each and numerous tankers of liquid nitrogen. STEVENS successfully placed 10,500 cy of concrete per specification, along with an additional 11,000 cy that were not mass pour.
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Civil Concrete
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Location: Elkins, West Virginia
With the constant changes in technology and environmental constraints, STEVENS was excited and pleased to be a part of the Laurel Mountain Wind Farm project as a subcontractor to TVIG.
On this wind farm, STEVENS formed and poured 61 octagon shaped foundations in the mountains of West Virginia. Over a 14 mile, 18’ wide one-way access/exit road, with approximately 15-degree grade, STEVENS poured mud matts ranging from 25-50 yards to establish grade.
STEVENS would later install 22 tons of rebar and 10,000 pound bolt cage using 40 ton and 60 ton hydraulic cranes. Then using a 1100’ belt conveyor, they poured 250 cy of concrete, followed by another 30 cy for the pedestal. This was a difficult job, performed mostly through winter months.
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Civil Concrete
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Location: Brackenridge, Pennsylvania
STEVENS Engineers and Constructors was heavily involved in ATI’s state of the art HRM located in Brackenridge, Pennsylvania.
While primarily based on two large civil foundation packages, STEVENS was also required to excavate an area roughly 300’ wide x 1,100’ long x 20’ deep. STEVENS demoed more than 17,000 cy of old foundation, as well as installed more than 1,100 pounds of sheet pile along with the installation of numerous deep man hole and 36” concrete storm pipe.
At the end of the project, STEVENS had formed and poured more than 89,000 cy of concrete — including embedded metals, anchor bolts and elevated slabs. All of this was done throughout all four seasons, and on an extremely congested site.
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Civil Concrete
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Location: York Haven, Pennsylvania
STEVENS has been involved in numerous environmental projects in the power industry, including Scrubbers.
One such project was at PPL Brunner Island, where as a subcontractor to Shaw, STEVENS performed 36,500 cy of excavation, 8,000 LF of “H” piles (subcontractor) and 10,500 cy mass pours of foundations.
One of the unique challenges with this project was a specific requirement of 72-degree Fahrenheit temperature for all mass pours. During mid to late August near Harrisburg, Pennsylvania presented a challenge within weeks, due to the temperature regularly rising to the 90-degree Fahrenheit range.
STEVENS utilized many of its resources to complete this project. This started with establishing our own batch plant on site, following by chilling aggregate and substituting ice for water and scheduling the pours to start in the evening and run throughout the night. We had to inject liquid nitrogen at the pour site to meet the 72-degree requirement.
The mass pours averaged 3,500 cy each and numerous tankers of liquid nitrogen. STEVENS successfully placed 10,500 cy of concrete per specification, along with an additional 11,000 cy that were not mass pour.
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Civil Concrete
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Location: Elkins, West Virginia
With the constant changes in technology and environmental constraints, STEVENS was excited and pleased to be a part of the Laurel Mountain Wind Farm project as a subcontractor to TVIG.
On this wind farm, STEVENS formed and poured 61 octagon shaped foundations in the mountains of West Virginia. Over a 14 mile, 18’ wide one-way access/exit road, with approximately 15-degree grade, STEVENS poured mud matts ranging from 25-50 yards to establish grade.
STEVENS would later install 22 tons of rebar and 10,000 pound bolt cage using 40 ton and 60 ton hydraulic cranes. Then using a 1100’ belt conveyor, they poured 250 cy of concrete, followed by another 30 cy for the pedestal. This was a difficult job, performed mostly through winter months.
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Civil Concrete
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Location: Brackenridge, Pennsylvania
STEVENS Engineers and Constructors was heavily involved in ATI’s state of the art HRM located in Brackenridge, Pennsylvania.
While primarily based on two large civil foundation packages, STEVENS was also required to excavate an area roughly 300’ wide x 1,100’ long x 20’ deep. STEVENS demoed more than 17,000 cy of old foundation, as well as installed more than 1,100 pounds of sheet pile along with the installation of numerous deep man hole and 36” concrete storm pipe.
At the end of the project, STEVENS had formed and poured more than 89,000 cy of concrete — including embedded metals, anchor bolts and elevated slabs. All of this was done throughout all four seasons, and on an extremely congested site.
| Categories : |
Civil Concrete
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Location: York Haven, Pennsylvania
STEVENS has been involved in numerous environmental projects in the power industry, including Scrubbers.
One such project was at PPL Brunner Island, where as a subcontractor to Shaw, STEVENS performed 36,500 cy of excavation, 8,000 LF of “H” piles (subcontractor) and 10,500 cy mass pours of foundations.
One of the unique challenges with this project was a specific requirement of 72-degree Fahrenheit temperature for all mass pours. During mid to late August near Harrisburg, Pennsylvania presented a challenge within weeks, due to the temperature regularly rising to the 90-degree Fahrenheit range.
STEVENS utilized many of its resources to complete this project. This started with establishing our own batch plant on site, following by chilling aggregate and substituting ice for water and scheduling the pours to start in the evening and run throughout the night. We had to inject liquid nitrogen at the pour site to meet the 72-degree requirement.
The mass pours averaged 3,500 cy each and numerous tankers of liquid nitrogen. STEVENS successfully placed 10,500 cy of concrete per specification, along with an additional 11,000 cy that were not mass pour.
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Civil Concrete
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Location: Elkins, West Virginia
With the constant changes in technology and environmental constraints, STEVENS was excited and pleased to be a part of the Laurel Mountain Wind Farm project as a subcontractor to TVIG.
On this wind farm, STEVENS formed and poured 61 octagon shaped foundations in the mountains of West Virginia. Over a 14 mile, 18’ wide one-way access/exit road, with approximately 15-degree grade, STEVENS poured mud matts ranging from 25-50 yards to establish grade.
STEVENS would later install 22 tons of rebar and 10,000 pound bolt cage using 40 ton and 60 ton hydraulic cranes. Then using a 1100’ belt conveyor, they poured 250 cy of concrete, followed by another 30 cy for the pedestal. This was a difficult job, performed mostly through winter months.
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Civil Concrete
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Whether it’s a raising gang on a building or a crane rail change out in an existing facility, STEVENS’ experienced ironworkers and operators can handle the job. Supported by our Engineers, STEVENS is prepared to execute and design engineered lifts safely. Checking everything from operator qualifications and crane inspections to weather and rigging, we plan the work and work the plan.
Steel erection is all about the safe and efficient movement of iron and disciplined detailing while engineering safety into those activities. Let STEVENS show you how it’s done.
PROJECTS
Location: Hammond, Indiana
STEVENS erected structural steel, joists and decking for a 135,000 square-foot complex. This complex features six basketball courts, twelve volleyball courts, two regulation-size indoor soccer fields and six batting cages. The facility also contains an upper level track that can be used for running and walking, as well as to observe sporting events. The erection of this facility began in September 2017 and was completed in January 2018. Structural steel components were provided by Wilson Iron Works, a local fabrication shop.
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Steel Erection
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Location: Springdale, Pennsylvania
STEVENS Engineers & Constructors, as a subcontractor to Black & Veatch, erected five separate buildings for a combined cycle facility located in Springdale, Pennsylvania. The specific structures that were erected by STEVENS included the following:
Control Building
Generation Building
Combustion Turbine Building
Water Treatment Building
Pump Building
Also included in the scope of work for this project were extensive excavation and foundation installation.
With safety and efficiency in mind, STEVENS had our wholly owned subsidiary, CDMG, design an adjustable spreader beam to lift and set the bridge tress that was assembled on the ground. STEVENS takes pride in being able to utilize the various talents within our family of companies. Due to this ability, we were able to complete this part of the project in a timely and safe manner.
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Steel Erection
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Location: Vandergrift, Pennsylvania
Using various acids for the finishing steel, ATI needed to install a waste acid neutralizing facility. STEVENS performed all of the civil, steel erection and equipment setting.
Some of the work we completed included:
Piping and electrical work were subcontracted to others.
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Steel Erection
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Location: Hammond, Indiana
STEVENS erected structural steel, joists and decking for a 135,000 square-foot complex. This complex features six basketball courts, twelve volleyball courts, two regulation-size indoor soccer fields and six batting cages. The facility also contains an upper level track that can be used for running and walking, as well as to observe sporting events. The erection of this facility began in September 2017 and was completed in January 2018. Structural steel components were provided by Wilson Iron Works, a local fabrication shop.
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Steel Erection
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Location: Springdale, Pennsylvania
STEVENS Engineers & Constructors, as a subcontractor to Black & Veatch, erected five separate buildings for a combined cycle facility located in Springdale, Pennsylvania. The specific structures that were erected by STEVENS included the following:
Control Building
Generation Building
Combustion Turbine Building
Water Treatment Building
Pump Building
Also included in the scope of work for this project were extensive excavation and foundation installation.
With safety and efficiency in mind, STEVENS had our wholly owned subsidiary, CDMG, design an adjustable spreader beam to lift and set the bridge tress that was assembled on the ground. STEVENS takes pride in being able to utilize the various talents within our family of companies. Due to this ability, we were able to complete this part of the project in a timely and safe manner.
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Steel Erection
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Location: Vandergrift, Pennsylvania
Using various acids for the finishing steel, ATI needed to install a waste acid neutralizing facility. STEVENS performed all of the civil, steel erection and equipment setting.
Some of the work we completed included:
Piping and electrical work were subcontracted to others.
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Steel Erection
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Location: Hammond, Indiana
STEVENS erected structural steel, joists and decking for a 135,000 square-foot complex. This complex features six basketball courts, twelve volleyball courts, two regulation-size indoor soccer fields and six batting cages. The facility also contains an upper level track that can be used for running and walking, as well as to observe sporting events. The erection of this facility began in September 2017 and was completed in January 2018. Structural steel components were provided by Wilson Iron Works, a local fabrication shop.
| Categories : |
Steel Erection
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|---|
Location: Springdale, Pennsylvania
STEVENS Engineers & Constructors, as a subcontractor to Black & Veatch, erected five separate buildings for a combined cycle facility located in Springdale, Pennsylvania. The specific structures that were erected by STEVENS included the following:
Control Building
Generation Building
Combustion Turbine Building
Water Treatment Building
Pump Building
Also included in the scope of work for this project were extensive excavation and foundation installation.
With safety and efficiency in mind, STEVENS had our wholly owned subsidiary, CDMG, design an adjustable spreader beam to lift and set the bridge tress that was assembled on the ground. STEVENS takes pride in being able to utilize the various talents within our family of companies. Due to this ability, we were able to complete this part of the project in a timely and safe manner.
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Steel Erection
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Location: Vandergrift, Pennsylvania
Using various acids for the finishing steel, ATI needed to install a waste acid neutralizing facility. STEVENS performed all of the civil, steel erection and equipment setting.
Some of the work we completed included:
Piping and electrical work were subcontracted to others.
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Steel Erection
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Heavy Rigging is part of some other services performed in a scope of work, like steel erection or equipment setting. This is critical work. Work that demands the coordination of engineers, equipment manufacturers, and experienced field personnel are just a few of STEVENS’ specialties. STEVENS also offers to verify weights, rigging limitations, clearances, and planning for alignment and proper installation.
STEVENS sees the big picture and gets equipment rigged and set — right.
PROJECTS
Location: Moundsville, West Virginia
Williams contracted STEVENS to work on the phase three expansion of their Fort Beeler facility near Moundsville, West Virginia. STEVENS’ scope of work consisted of hydro-excavating, the installation of 1,000 cy of concrete and 100 tons of steel, as well as its fabrication. STEVENS was also responsible for the fabrication and subsequent erection of a 200-foot flare stack and all equipment setting.
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Heavy Rigging
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Location: Sherwood & Smithburg, West Virginia
STEVENS used our heavy rigging experience to set a compressor building, control building, gas compressor, electric compressor, electrical room, barrel tank, glycol regen skid, cooler units, methanol tank, lube oil tank, flare stack, knock out separator, pig receiver, sug catcher, tank farm, pipe rack and individual supports throughout plant. Our sister company, CDMG, was assigned the process of piping, designing and checking the layout of the equipment being done by a civil engineering firm. We were hired to perform the foundation installation and stoning of the site. We installed 41 tons of rebar, poured 1,420 cy of concrete and stoned the site with 1,800 tons of limestone installed over geotextile fabric. We performed all on-site excavation and spoil removal. We placed rebar, installed concrete forms, set the templates and anchor bolts, as well as placed and finished all concrete. The concrete was placed either out of the truck, or, at time, we would have to utilize pump trucks. We did all the site layout for forms and anchor bolts. Once the foundation forms were stripped we would rub the concrete, backfill to below grade, we installed geotextile fabric and then installed a 6” stone base.
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Heavy Rigging
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Location: East Chicago, Indiana
A third project well worth highlighting is the #2 Slab Caster Upgrade at ArcelorMittal Indiana Harbor West Facility.
During five months in 2016, STEVENS made extensive modifications to existing foundations. Our crews performed heavy rigging followed by precision level and alignment of a new slab caster along with refurbishing equipment from the tundish down to the cut off the machine — all with minimal engineering. Most of the piping for the new spray chamber, water, grease, air and hydraulic we field routed and installed “as built”.
All of the work was performed over multiple shifts, working more than 70,000 man hours without a single safety incident.
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Heavy Rigging
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Location: Moundsville, West Virginia
Williams contracted STEVENS to work on the phase three expansion of their Fort Beeler facility near Moundsville, West Virginia. STEVENS’ scope of work consisted of hydro-excavating, the installation of 1,000 cy of concrete and 100 tons of steel, as well as its fabrication. STEVENS was also responsible for the fabrication and subsequent erection of a 200-foot flare stack and all equipment setting.
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Heavy Rigging
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Location: Sherwood & Smithburg, West Virginia
STEVENS used our heavy rigging experience to set a compressor building, control building, gas compressor, electric compressor, electrical room, barrel tank, glycol regen skid, cooler units, methanol tank, lube oil tank, flare stack, knock out separator, pig receiver, sug catcher, tank farm, pipe rack and individual supports throughout plant. Our sister company, CDMG, was assigned the process of piping, designing and checking the layout of the equipment being done by a civil engineering firm. We were hired to perform the foundation installation and stoning of the site. We installed 41 tons of rebar, poured 1,420 cy of concrete and stoned the site with 1,800 tons of limestone installed over geotextile fabric. We performed all on-site excavation and spoil removal. We placed rebar, installed concrete forms, set the templates and anchor bolts, as well as placed and finished all concrete. The concrete was placed either out of the truck, or, at time, we would have to utilize pump trucks. We did all the site layout for forms and anchor bolts. Once the foundation forms were stripped we would rub the concrete, backfill to below grade, we installed geotextile fabric and then installed a 6” stone base.
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Heavy Rigging
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Location: East Chicago, Indiana
A third project well worth highlighting is the #2 Slab Caster Upgrade at ArcelorMittal Indiana Harbor West Facility.
During five months in 2016, STEVENS made extensive modifications to existing foundations. Our crews performed heavy rigging followed by precision level and alignment of a new slab caster along with refurbishing equipment from the tundish down to the cut off the machine — all with minimal engineering. Most of the piping for the new spray chamber, water, grease, air and hydraulic we field routed and installed “as built”.
All of the work was performed over multiple shifts, working more than 70,000 man hours without a single safety incident.
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Heavy Rigging
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Location: Moundsville, West Virginia
Williams contracted STEVENS to work on the phase three expansion of their Fort Beeler facility near Moundsville, West Virginia. STEVENS’ scope of work consisted of hydro-excavating, the installation of 1,000 cy of concrete and 100 tons of steel, as well as its fabrication. STEVENS was also responsible for the fabrication and subsequent erection of a 200-foot flare stack and all equipment setting.
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Heavy Rigging
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Location: Sherwood & Smithburg, West Virginia
STEVENS used our heavy rigging experience to set a compressor building, control building, gas compressor, electric compressor, electrical room, barrel tank, glycol regen skid, cooler units, methanol tank, lube oil tank, flare stack, knock out separator, pig receiver, sug catcher, tank farm, pipe rack and individual supports throughout plant. Our sister company, CDMG, was assigned the process of piping, designing and checking the layout of the equipment being done by a civil engineering firm. We were hired to perform the foundation installation and stoning of the site. We installed 41 tons of rebar, poured 1,420 cy of concrete and stoned the site with 1,800 tons of limestone installed over geotextile fabric. We performed all on-site excavation and spoil removal. We placed rebar, installed concrete forms, set the templates and anchor bolts, as well as placed and finished all concrete. The concrete was placed either out of the truck, or, at time, we would have to utilize pump trucks. We did all the site layout for forms and anchor bolts. Once the foundation forms were stripped we would rub the concrete, backfill to below grade, we installed geotextile fabric and then installed a 6” stone base.
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Heavy Rigging
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Location: East Chicago, Indiana
A third project well worth highlighting is the #2 Slab Caster Upgrade at ArcelorMittal Indiana Harbor West Facility.
During five months in 2016, STEVENS made extensive modifications to existing foundations. Our crews performed heavy rigging followed by precision level and alignment of a new slab caster along with refurbishing equipment from the tundish down to the cut off the machine — all with minimal engineering. Most of the piping for the new spray chamber, water, grease, air and hydraulic we field routed and installed “as built”.
All of the work was performed over multiple shifts, working more than 70,000 man hours without a single safety incident.
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Heavy Rigging
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Our skilled millwrights and field engineers use precision laser alignment and robotic total station equipment to achieve owner-required tolerances within thousandths of an inch for process equipment. Precision laser alignment reduces damage to equipment bearings and seals while minimizing energy loss. When incorporated into a maintenance schedule, the procedure will increase the life of our customer’s machines and reduce production downtime.
Our technical expertise sets us apart from other contractors and provides our customers with process equipment aligned to meet the production demands of some of the most sophisticated industrial machinery. We are also experienced at relocating process equipment and are happy to help our customers integrate new equipment into their current production lines or remove and transport entire process lines from one facility to another.
STEVENS takes pride in responding to a client’s needs and performing work in a safe and timely manner to minimize process line shutdown time and maximize maintenance productivity. We are dedicated for the long-haul and do not disappear upon completion of a project.
We are at your service to help develop a maintenance plan for your facility and ensure that the process equipment is running efficiently. Our corporate goal is to develop relationships with our valued clients. We stake our reputation on our performance and the client’s satisfaction.
PROJECTS
Location: Calvert, Alabama
At TKS in Calvert, Alabama, STEVENS was responsible for setting and anchoring all of the equipment on their Tandem Cold Mill, with a pickle line and two hot dip galvanizing line. This expended 1.2 million man hours between 2009-2011.
On the project, STEVENS coordinated through extreme congestion, providing heavy rigging of mill stands and achieved precise alignment of critical production lines.
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Equipment Setting & Precision Alignment
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Location: Lorain, Ohio
STEVENS began this project in September 2013 and completed in May 2017. Existing foundation modifications and new foundation installation were made throughout this project. Equipment Setting for this project included rigging, level and alignment of new and refurbished equipment; including, but not limited to, charging machines at a rotary furnace throughout new stretch reducing mill and onto cooling beds. Also included were new roll lathes, jib cranes and electrical control room setting. Structural pieces included miscellaneous platforms and walkways, as well as new water, grease, air and hydraulics for piping.
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Equipment Setting & Precision Alignment
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Location: Granite City, Illinois
Some jobs are more intense and demanding than others. Performing a slab caster installation for US Steel at their Granite City Works was one such project.
Tying together various components of a process is critical to the success of a project. On this job, STEVENS was contracted to properly set and align the following equipment per area:
Equipment Setting Process
The procedure for the above work started with establishing control throughout the project; i.e., elevation benchmarks and line that is tied to existing equipment. This work was performed by STEVENS’ own surveyors.
The foundations were then cleaned and prepped, and base shim packs were installed. The equipment was then transported from storage and rough set in place. STEVENS performed final level and alignment of the equipment. On this job, the OEM performed a 3rd party check, and the client and OEM signed off on the alignment before STEVENS grouted the equipment in place.
All of this work was performed under a very stringent schedule. Work was coordinated with scopes being performed by piping and electrical contractors.
With over 80 craftsmen working two ten-hour shifts, seven days a week in the second phase of the project, STEVENS finished ahead of schedule. Once the power was connected, all the equipment came online seamlessly.
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Equipment Setting & Precision Alignment
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Location: Calvert, Alabama
At TKS in Calvert, Alabama, STEVENS was responsible for setting and anchoring all of the equipment on their Tandem Cold Mill, with a pickle line and two hot dip galvanizing line. This expended 1.2 million man hours between 2009-2011.
On the project, STEVENS coordinated through extreme congestion, providing heavy rigging of mill stands and achieved precise alignment of critical production lines.
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Equipment Setting & Precision Alignment
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Location: Lorain, Ohio
STEVENS began this project in September 2013 and completed in May 2017. Existing foundation modifications and new foundation installation were made throughout this project. Equipment Setting for this project included rigging, level and alignment of new and refurbished equipment; including, but not limited to, charging machines at a rotary furnace throughout new stretch reducing mill and onto cooling beds. Also included were new roll lathes, jib cranes and electrical control room setting. Structural pieces included miscellaneous platforms and walkways, as well as new water, grease, air and hydraulics for piping.
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Equipment Setting & Precision Alignment
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Location: Granite City, Illinois
Some jobs are more intense and demanding than others. Performing a slab caster installation for US Steel at their Granite City Works was one such project.
Tying together various components of a process is critical to the success of a project. On this job, STEVENS was contracted to properly set and align the following equipment per area:
Equipment Setting Process
The procedure for the above work started with establishing control throughout the project; i.e., elevation benchmarks and line that is tied to existing equipment. This work was performed by STEVENS’ own surveyors.
The foundations were then cleaned and prepped, and base shim packs were installed. The equipment was then transported from storage and rough set in place. STEVENS performed final level and alignment of the equipment. On this job, the OEM performed a 3rd party check, and the client and OEM signed off on the alignment before STEVENS grouted the equipment in place.
All of this work was performed under a very stringent schedule. Work was coordinated with scopes being performed by piping and electrical contractors.
With over 80 craftsmen working two ten-hour shifts, seven days a week in the second phase of the project, STEVENS finished ahead of schedule. Once the power was connected, all the equipment came online seamlessly.
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Equipment Setting & Precision Alignment
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Location: Calvert, Alabama
At TKS in Calvert, Alabama, STEVENS was responsible for setting and anchoring all of the equipment on their Tandem Cold Mill, with a pickle line and two hot dip galvanizing line. This expended 1.2 million man hours between 2009-2011.
On the project, STEVENS coordinated through extreme congestion, providing heavy rigging of mill stands and achieved precise alignment of critical production lines.
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Equipment Setting & Precision Alignment
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|---|
Location: Lorain, Ohio
STEVENS began this project in September 2013 and completed in May 2017. Existing foundation modifications and new foundation installation were made throughout this project. Equipment Setting for this project included rigging, level and alignment of new and refurbished equipment; including, but not limited to, charging machines at a rotary furnace throughout new stretch reducing mill and onto cooling beds. Also included were new roll lathes, jib cranes and electrical control room setting. Structural pieces included miscellaneous platforms and walkways, as well as new water, grease, air and hydraulics for piping.
| Categories : |
Equipment Setting & Precision Alignment
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Location: Granite City, Illinois
Some jobs are more intense and demanding than others. Performing a slab caster installation for US Steel at their Granite City Works was one such project.
Tying together various components of a process is critical to the success of a project. On this job, STEVENS was contracted to properly set and align the following equipment per area:
Equipment Setting Process
The procedure for the above work started with establishing control throughout the project; i.e., elevation benchmarks and line that is tied to existing equipment. This work was performed by STEVENS’ own surveyors.
The foundations were then cleaned and prepped, and base shim packs were installed. The equipment was then transported from storage and rough set in place. STEVENS performed final level and alignment of the equipment. On this job, the OEM performed a 3rd party check, and the client and OEM signed off on the alignment before STEVENS grouted the equipment in place.
All of this work was performed under a very stringent schedule. Work was coordinated with scopes being performed by piping and electrical contractors.
With over 80 craftsmen working two ten-hour shifts, seven days a week in the second phase of the project, STEVENS finished ahead of schedule. Once the power was connected, all the equipment came online seamlessly.
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Equipment Setting & Precision Alignment
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STEVENS wholly-owned subsidiary, CDMG, is proud to be a manufacturer’s representative for high-quality pre-engineered metal buildings from Nucor Building Systems, helping clients design their ideal facilities and build them for long-lasting quality and function.
The designs, layouts, and exterior aesthetics of these steel buildings can be customized and tailored precisely to fit your needs and budget, from simple open-span warehouses and hangars to complex office and retail buildings, institutional facilities, and beyond.
PROJECTS
Location: Weirton, West Virginia
As is often the case, there is much more to a “pre-engineered” building than the building itself.
In the case of Precoat Metals, the scope included providing the geotechnical reports, foundations, storm water, electrical, HVAC, and fire protection as well as obtaining all permits. The storm water piping consisted of 1000 lineal feet, crossing under two roads, to a retention pond.
The civil concrete included spread footers and grade walls and 23,000 square feet of floor slab poured to an FF 50/FL 50 finish specifications. This finish was critical to the owner’s plan to use remote controlled fork lifts for coil storage.
The building itself was 140’x120’ with an offset 70’x70’ attached by 2 tunnels 20’x20’ connecting the finishing line with the shipping building. The main building was 35’ high at the eave and 40 feet high to the ridge. The building also included 5’-0” skylights. The side walls consisted of 20,000 square feet of siding panels with 6” insulation. The building was covered by 23,500 square feet of standing seam roof, also with 6” insulation.
All work was performed to the owner’s satisfaction in terms of quality and schedule and cooperation within their operating facility. Most importantly, ZERO recordable accidents.
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Pre-Engineered Buildings
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Location: York Haven, Pennsylvania
This client required an entire “brown field” waste water treatment facility to support their coal fired generation plant. Our scope included:
Waste Water Treatment Plant, Civil, Building and Site Work 2006
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Pre-Engineered Buildings
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Location: Weirton, West Virginia
As is often the case, there is much more to a “pre-engineered” building than the building itself.
In the case of Precoat Metals, the scope included providing the geotechnical reports, foundations, storm water, electrical, HVAC, and fire protection as well as obtaining all permits. The storm water piping consisted of 1000 lineal feet, crossing under two roads, to a retention pond.
The civil concrete included spread footers and grade walls and 23,000 square feet of floor slab poured to an FF 50/FL 50 finish specifications. This finish was critical to the owner’s plan to use remote controlled fork lifts for coil storage.
The building itself was 140’x120’ with an offset 70’x70’ attached by 2 tunnels 20’x20’ connecting the finishing line with the shipping building. The main building was 35’ high at the eave and 40 feet high to the ridge. The building also included 5’-0” skylights. The side walls consisted of 20,000 square feet of siding panels with 6” insulation. The building was covered by 23,500 square feet of standing seam roof, also with 6” insulation.
All work was performed to the owner’s satisfaction in terms of quality and schedule and cooperation within their operating facility. Most importantly, ZERO recordable accidents.
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Pre-Engineered Buildings
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Location: York Haven, Pennsylvania
This client required an entire “brown field” waste water treatment facility to support their coal fired generation plant. Our scope included:
Waste Water Treatment Plant, Civil, Building and Site Work 2006
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Pre-Engineered Buildings
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Location: Weirton, West Virginia
As is often the case, there is much more to a “pre-engineered” building than the building itself.
In the case of Precoat Metals, the scope included providing the geotechnical reports, foundations, storm water, electrical, HVAC, and fire protection as well as obtaining all permits. The storm water piping consisted of 1000 lineal feet, crossing under two roads, to a retention pond.
The civil concrete included spread footers and grade walls and 23,000 square feet of floor slab poured to an FF 50/FL 50 finish specifications. This finish was critical to the owner’s plan to use remote controlled fork lifts for coil storage.
The building itself was 140’x120’ with an offset 70’x70’ attached by 2 tunnels 20’x20’ connecting the finishing line with the shipping building. The main building was 35’ high at the eave and 40 feet high to the ridge. The building also included 5’-0” skylights. The side walls consisted of 20,000 square feet of siding panels with 6” insulation. The building was covered by 23,500 square feet of standing seam roof, also with 6” insulation.
All work was performed to the owner’s satisfaction in terms of quality and schedule and cooperation within their operating facility. Most importantly, ZERO recordable accidents.
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Pre-Engineered Buildings
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|---|
Location: York Haven, Pennsylvania
This client required an entire “brown field” waste water treatment facility to support their coal fired generation plant. Our scope included:
Waste Water Treatment Plant, Civil, Building and Site Work 2006
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Pre-Engineered Buildings
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Utilizing our temperature-controlled 32,000-square-foot fabrication shop, STEVENS can fabricate piping systems from very large to very small. We have the latest pipe fabricating technology and tooling, state-of-the-art cutting and welding equipment, and a host of mandrel benders. We can efficiently turn out 10,000LF of fabricated pipe a month, complete with all quality control and adherence to applicable codes and national standards.
STEVENS also has complete hydrostatic testing and documentation in place and in-house chemical cleaning and flushing, and protective coating capabilities.
PROJECTS
Location: New Milton, West Virginia
STEVENS has performed several projects for MarkWest.
At their Midpoint Compressor site, near New Milton, West Virginia, our work started with a separate order with our wholly owned subsidiary, CDMG, performing all of the pipe design. That was followed up by our fab shop, fabricating and shipping all of the spools as well as the slug catcher.
On-site, we performed site excavation and spoil removal. We placed 1,700 tons of limestone over a geotextile fabric. STEVENS performed all layout, including anchor bolts and installed more than 1,600 cy of concrete foundations and slabs encasing 110 tons of rebar.
With foundation, anchor bolts and pipe racks in place, STEVENS proceeded to rig and set the three compressors, set and grout all equipment skids and tanks and then install and test all large and small bore piping. Much of this was done in the middle of winter.
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Pipe Fabrication
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Location: East Chicago, Indiana
A third project well worth highlighting is the #2 Slab Caster Upgrade at ArcelorMittal Indiana Harbor West Facility.
During five months in 2016, STEVENS made extensive modifications to existing foundations. Our crews performed heavy rigging followed by precision level and alignment of a new slab caster along with refurbishing equipment from the tundish down to the cut off the machine — all with minimal engineering. Most of the piping for the new spray chamber, water, grease, air and hydraulic we field routed and installed “as built”.
All of the work was performed over multiple shifts, working more than 70,000 man hours without a single safety incident.
| Categories : |
Pipe Fabrication
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Location: New Milton, West Virginia
STEVENS has performed several projects for MarkWest.
At their Midpoint Compressor site, near New Milton, West Virginia, our work started with a separate order with our wholly owned subsidiary, CDMG, performing all of the pipe design. That was followed up by our fab shop, fabricating and shipping all of the spools as well as the slug catcher.
On-site, we performed site excavation and spoil removal. We placed 1,700 tons of limestone over a geotextile fabric. STEVENS performed all layout, including anchor bolts and installed more than 1,600 cy of concrete foundations and slabs encasing 110 tons of rebar.
With foundation, anchor bolts and pipe racks in place, STEVENS proceeded to rig and set the three compressors, set and grout all equipment skids and tanks and then install and test all large and small bore piping. Much of this was done in the middle of winter.
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Pipe Fabrication
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Location: East Chicago, Indiana
A third project well worth highlighting is the #2 Slab Caster Upgrade at ArcelorMittal Indiana Harbor West Facility.
During five months in 2016, STEVENS made extensive modifications to existing foundations. Our crews performed heavy rigging followed by precision level and alignment of a new slab caster along with refurbishing equipment from the tundish down to the cut off the machine — all with minimal engineering. Most of the piping for the new spray chamber, water, grease, air and hydraulic we field routed and installed “as built”.
All of the work was performed over multiple shifts, working more than 70,000 man hours without a single safety incident.
| Categories : |
Pipe Fabrication
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Location: New Milton, West Virginia
STEVENS has performed several projects for MarkWest.
At their Midpoint Compressor site, near New Milton, West Virginia, our work started with a separate order with our wholly owned subsidiary, CDMG, performing all of the pipe design. That was followed up by our fab shop, fabricating and shipping all of the spools as well as the slug catcher.
On-site, we performed site excavation and spoil removal. We placed 1,700 tons of limestone over a geotextile fabric. STEVENS performed all layout, including anchor bolts and installed more than 1,600 cy of concrete foundations and slabs encasing 110 tons of rebar.
With foundation, anchor bolts and pipe racks in place, STEVENS proceeded to rig and set the three compressors, set and grout all equipment skids and tanks and then install and test all large and small bore piping. Much of this was done in the middle of winter.
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Pipe Fabrication
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Location: East Chicago, Indiana
A third project well worth highlighting is the #2 Slab Caster Upgrade at ArcelorMittal Indiana Harbor West Facility.
During five months in 2016, STEVENS made extensive modifications to existing foundations. Our crews performed heavy rigging followed by precision level and alignment of a new slab caster along with refurbishing equipment from the tundish down to the cut off the machine — all with minimal engineering. Most of the piping for the new spray chamber, water, grease, air and hydraulic we field routed and installed “as built”.
All of the work was performed over multiple shifts, working more than 70,000 man hours without a single safety incident.
| Categories : |
Pipe Fabrication
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With a strong understanding of the proposed task at hand and the leadership and thoroughness to follow through, STEVENS Engineers and Constructors will safely and efficiently take on and accomplish jobs that other companies will not even consider.
At STEVENS, we are committed to getting the job done no matter what it takes. One outstanding example of this commitment is the repair of a 32-inch cast iron underground water main. This pipe had been leaking for such a long time that it had created a lake where fish were actually living. To make matters worse, the repair required the closure of a refinery and two steel mills. Despite these challenges, we successfully completed the repair, ensuring the safety and reliability of the water supply.
STEVENS developed a plan, secured the material and equipment necessary, and installed a double 30” stopple that isolated water roughly an eighth of a mile away. STEVENS then drained the lake and installed a custom fabricated set-up of conversion couplings to splice in a piece of standard 30’ steel pipe to the cast iron and correct the problem. All work was completed from start to finish in less than a week, with only 48 hours of interrupted water service to the facilities.
PROJECTS
Location: Burns Harbor, Indiana
STEVENS Engineers & Constructors fabricated and installed almost 40,000 LF of stainless piping between two new continuous casters in Northwest Indiana. STEVENS was able to complete this work, from material procurement to machine start-up, in under three months on a brand-new caster, by utilizing our bending capabilities and our Tip-Tig welders.
On an existing caster, we were able to complete the work on an upgrade outage of Molds and Oscillators in 10 days. This pipe varied in size from 20” all the way to ¾” while the material ranged from carbon steel to 316 stainless and in-schedule from standard to XXS. All this work was performed to B31.1 code with we
ll over 2,000 heli-arc welds. Throughout this entire job, STEVENS did not have a single rejected weld.
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Pipe Fabrication & Installation
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Location: Pittsburgh, Pennsylvania
STEVENS Engineers & Constructors started working for INDSPEC back in the late 1980s. Starting with some small process piping and eventually turned into both a primary maintenance contractor and their primary civil contractor.
Over those years, we performed numerous day-in-day-out maintenance repairs working with INDSPEC engineers and maintenance departments. We coordinated our work with operators/product schedules.
In addition, STEVENS helped, sometimes with CDMG engineers, to develop large capital projects, including preliminary schedules and budgets, working with INDSPEC to have proper permits issued on a timely basis.
Some of these large projects include:
Foam house installation
A 30’x45’x10’ clock building with a poured built-up roof
Included tie-ins to their underground fire loop and a new distribution valve system
Ether extraction/explosion walls
Other major projects included:
The Copeland reactor rebuild
Five mixer replacements
Carbonated liquor tank build and install
These projects included an extensive lock-out, tag-out, and try-out programs.
Large demolition of process equipment
Extensive repair and placement of client foundations
Engineered lifts and heavy rigging of large tanks and meticulous alignments of motors, pumps, and process piping
There was an extremely challenging job that required us to demo an old existing block process building and rebuild it with new explosion-proof materials, with minimum downtime in a very explosive environment. STEVENS successfully completed this job with zero accidents or near misses.
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Pipe Installation
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Location: Pennsylvania, West Virginia and Ohio
STEVENS Engineers & Constructors and/or CDMG have performed work or provided services at numerous PPG facilities including Springdale and Creighton, Pennsylvania as well as in numerous places in West Virginia. Our most involvement has been our presence at PPG Cleveland for more than 30 years.
The wide range of services we have been providing include:
Piping services have included fire line installation and maintenance (above and below grade) and process piping.
We are proud to be able to say that over the past five years, STEVENS has worked nearly 150,000 hours without a recordable accident.
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Pipe Installation
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Location: Burns Harbor, Indiana
STEVENS Engineers & Constructors fabricated and installed almost 40,000 LF of stainless piping between two new continuous casters in Northwest Indiana. STEVENS was able to complete this work, from material procurement to machine start-up, in under three months on a brand-new caster, by utilizing our bending capabilities and our Tip-Tig welders.
On an existing caster, we were able to complete the work on an upgrade outage of Molds and Oscillators in 10 days. This pipe varied in size from 20” all the way to ¾” while the material ranged from carbon steel to 316 stainless and in-schedule from standard to XXS. All this work was performed to B31.1 code with we
ll over 2,000 heli-arc welds. Throughout this entire job, STEVENS did not have a single rejected weld.
| Categories : |
Pipe Fabrication & Installation
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Location: Pittsburgh, Pennsylvania
STEVENS Engineers & Constructors started working for INDSPEC back in the late 1980s. Starting with some small process piping and eventually turned into both a primary maintenance contractor and their primary civil contractor.
Over those years, we performed numerous day-in-day-out maintenance repairs working with INDSPEC engineers and maintenance departments. We coordinated our work with operators/product schedules.
In addition, STEVENS helped, sometimes with CDMG engineers, to develop large capital projects, including preliminary schedules and budgets, working with INDSPEC to have proper permits issued on a timely basis.
Some of these large projects include:
Foam house installation
A 30’x45’x10’ clock building with a poured built-up roof
Included tie-ins to their underground fire loop and a new distribution valve system
Ether extraction/explosion walls
Other major projects included:
The Copeland reactor rebuild
Five mixer replacements
Carbonated liquor tank build and install
These projects included an extensive lock-out, tag-out, and try-out programs.
Large demolition of process equipment
Extensive repair and placement of client foundations
Engineered lifts and heavy rigging of large tanks and meticulous alignments of motors, pumps, and process piping
There was an extremely challenging job that required us to demo an old existing block process building and rebuild it with new explosion-proof materials, with minimum downtime in a very explosive environment. STEVENS successfully completed this job with zero accidents or near misses.
| Categories : |
Pipe Installation
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Location: Pennsylvania, West Virginia and Ohio
STEVENS Engineers & Constructors and/or CDMG have performed work or provided services at numerous PPG facilities including Springdale and Creighton, Pennsylvania as well as in numerous places in West Virginia. Our most involvement has been our presence at PPG Cleveland for more than 30 years.
The wide range of services we have been providing include:
Piping services have included fire line installation and maintenance (above and below grade) and process piping.
We are proud to be able to say that over the past five years, STEVENS has worked nearly 150,000 hours without a recordable accident.
| Categories : |
Pipe Installation
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Location: Burns Harbor, Indiana
STEVENS Engineers & Constructors fabricated and installed almost 40,000 LF of stainless piping between two new continuous casters in Northwest Indiana. STEVENS was able to complete this work, from material procurement to machine start-up, in under three months on a brand-new caster, by utilizing our bending capabilities and our Tip-Tig welders.
On an existing caster, we were able to complete the work on an upgrade outage of Molds and Oscillators in 10 days. This pipe varied in size from 20” all the way to ¾” while the material ranged from carbon steel to 316 stainless and in-schedule from standard to XXS. All this work was performed to B31.1 code with we
ll over 2,000 heli-arc welds. Throughout this entire job, STEVENS did not have a single rejected weld.
| Categories : |
Pipe Fabrication & Installation
|
|---|
Location: Pittsburgh, Pennsylvania
STEVENS Engineers & Constructors started working for INDSPEC back in the late 1980s. Starting with some small process piping and eventually turned into both a primary maintenance contractor and their primary civil contractor.
Over those years, we performed numerous day-in-day-out maintenance repairs working with INDSPEC engineers and maintenance departments. We coordinated our work with operators/product schedules.
In addition, STEVENS helped, sometimes with CDMG engineers, to develop large capital projects, including preliminary schedules and budgets, working with INDSPEC to have proper permits issued on a timely basis.
Some of these large projects include:
Foam house installation
A 30’x45’x10’ clock building with a poured built-up roof
Included tie-ins to their underground fire loop and a new distribution valve system
Ether extraction/explosion walls
Other major projects included:
The Copeland reactor rebuild
Five mixer replacements
Carbonated liquor tank build and install
These projects included an extensive lock-out, tag-out, and try-out programs.
Large demolition of process equipment
Extensive repair and placement of client foundations
Engineered lifts and heavy rigging of large tanks and meticulous alignments of motors, pumps, and process piping
There was an extremely challenging job that required us to demo an old existing block process building and rebuild it with new explosion-proof materials, with minimum downtime in a very explosive environment. STEVENS successfully completed this job with zero accidents or near misses.
| Categories : |
Pipe Installation
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|---|
Location: Pennsylvania, West Virginia and Ohio
STEVENS Engineers & Constructors and/or CDMG have performed work or provided services at numerous PPG facilities including Springdale and Creighton, Pennsylvania as well as in numerous places in West Virginia. Our most involvement has been our presence at PPG Cleveland for more than 30 years.
The wide range of services we have been providing include:
Piping services have included fire line installation and maintenance (above and below grade) and process piping.
We are proud to be able to say that over the past five years, STEVENS has worked nearly 150,000 hours without a recordable accident.
| Categories : |
Pipe Installation
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