Airport Boulevard Railroad Grade Separation Project presented August 20, 2015, at the ASCE OC Branch Meeting, by John Ashlock, PE from County of Riverside Transportation.
This document discusses best practices for flexible pavement widening projects. Widening projects are undertaken to improve safety by reducing edge failures, provide greater traffic separation, and enhance pavement performance by addressing issues like rutting and drainage problems at the edges. Construction challenges include narrow work areas, variable subgrade support, drainage issues, and limitations on equipment. Failures can occur due to differences in the old and new pavement structures, improper joint construction, insufficient compaction and settlement, moisture penetration issues, and drainage or slope stability problems. The document proposes a webinar to gather input from transportation agencies, contractors, and equipment manufacturers on successful and unsuccessful pavement widening projects to identify good practices and standards.
The City of Toronto is in the final stages of detailed design for the new pedestrian / cycling bridge to be constructed over the Metrolinx Union Station Rail Corridor, from Douro Street to the western leg of Western Battery Road.
We invite you to view the latest drawings and information on our recently updated web page:
www.toronto.ca/king-liberty-bridge
The presentation provides an overview of bridges, including their definition, historical background, basic components, types based on structure, materials, loads, design procedure, reinforcement detailing, and failure causes. It discusses ancient Roman bridges, the use of cast iron and steel in later bridges, and components such as arches, girders, and trusses. The presentation also includes examples of famous bridges worldwide and in Bangladesh.
This document provides details of the design workshop for Package 5A, a 9.6 km section of a highway project between Raub and Bentong in Pahang, Malaysia. Key information includes:
- The section has 2 interchanges and 2 signalized junctions. There are 5 bridges, 2 vehicular box culverts, and 1 underpass.
- Geometrical design standards include a design speed of 50-90 kmph and maximum gradient of 5%.
- Earthworks include over 2.9 million cubic meters of cut material and over 2.7 million cubic meters of fill.
- 5 bridges ranging from 25-40 meters in span are designed for heavy vehicle loading.
-
The Renault distribution centre completed in 1982 has a tensile structure covering 25,000 square meters. The structure is supported by brightly colored tubular masts and arched steel beams, providing an expansive horizontal span and 7.5 meter clearance. The structural system is based around a repeating 24 by 24 meter module of pre-stressed circular steel masts connected by radiating steel beams and an exterior cable system, forming an elaborate structure that combines suspension and reinforcement.
Airport Boulevard Railroad Grade Separation Project presented August 20, 2015, at the ASCE OC Branch Meeting, by John Ashlock, PE from County of Riverside Transportation.
This document discusses best practices for flexible pavement widening projects. Widening projects are undertaken to improve safety by reducing edge failures, provide greater traffic separation, and enhance pavement performance by addressing issues like rutting and drainage problems at the edges. Construction challenges include narrow work areas, variable subgrade support, drainage issues, and limitations on equipment. Failures can occur due to differences in the old and new pavement structures, improper joint construction, insufficient compaction and settlement, moisture penetration issues, and drainage or slope stability problems. The document proposes a webinar to gather input from transportation agencies, contractors, and equipment manufacturers on successful and unsuccessful pavement widening projects to identify good practices and standards.
The City of Toronto is in the final stages of detailed design for the new pedestrian / cycling bridge to be constructed over the Metrolinx Union Station Rail Corridor, from Douro Street to the western leg of Western Battery Road.
We invite you to view the latest drawings and information on our recently updated web page:
www.toronto.ca/king-liberty-bridge
The presentation provides an overview of bridges, including their definition, historical background, basic components, types based on structure, materials, loads, design procedure, reinforcement detailing, and failure causes. It discusses ancient Roman bridges, the use of cast iron and steel in later bridges, and components such as arches, girders, and trusses. The presentation also includes examples of famous bridges worldwide and in Bangladesh.
This document provides details of the design workshop for Package 5A, a 9.6 km section of a highway project between Raub and Bentong in Pahang, Malaysia. Key information includes:
- The section has 2 interchanges and 2 signalized junctions. There are 5 bridges, 2 vehicular box culverts, and 1 underpass.
- Geometrical design standards include a design speed of 50-90 kmph and maximum gradient of 5%.
- Earthworks include over 2.9 million cubic meters of cut material and over 2.7 million cubic meters of fill.
- 5 bridges ranging from 25-40 meters in span are designed for heavy vehicle loading.
-
The Renault distribution centre completed in 1982 has a tensile structure covering 25,000 square meters. The structure is supported by brightly colored tubular masts and arched steel beams, providing an expansive horizontal span and 7.5 meter clearance. The structural system is based around a repeating 24 by 24 meter module of pre-stressed circular steel masts connected by radiating steel beams and an exterior cable system, forming an elaborate structure that combines suspension and reinforcement.
PCC Pavement: Repair vs. Overlay vs. ReconstructionJill Reeves
Repair, overlay, and reconstruction options were compared for maintaining and rehabilitating PCC pavements. Considerations included thickness, age, condition, traffic, and budget. Reconstruction using 8" DCP on prepared subgrade was estimated at $990K/mi. 3R with 10% repair and 4" HMA overlay was estimated at $490K/mi. Maintenance repair of 2% and joint sealing was estimated at $90K/mi.
The ASCE-Orange County Geo-Institute (GI) hosted a luncheon on August 16, 2016 at the University of California, Irvine (UCI) University Club. The luncheon consisted of a presentation on the geotechnical design aspects of the Anaheim Regional Transportation Intermodal Center (ARTIC) project. ARTIC is a uniquely designed public transportation facility in Anaheim, California that provides rail, bus, taxi and other services for daily commuters, visitors, and leisure travelers. The presentation was given by Mr. Allen Yourman, PE, GE, who is a Principal Engineer and co-founder of Diaz●Yourman & Associates, Inc. in Santa Ana, California.
Case study bridge construction upto pier and road constructionSatish Kambaliya
The document provides details about the construction of a flyover bridge along the SP Ring Road in Ahmedabad, India. Some key details include:
- The project involves constructing a 1,415 meter long flyover bridge with 30 piers and 32 pile caps.
- Pile construction is a major aspect of the project, with 408 piles of 1,200 mm diameter being constructed using a hydraulic rig by boring and concreting.
- Other construction activities discussed include pile cap construction, pier construction, road construction and the use of various equipment.
- The flyover is expected to improve connectivity and prevent traffic congestion along the busy SP Ring Road in Ahmedabad.
PetroTeach Casing and cementing Design webinar 01 10_2020Petro Teach
How do we design a casing program when drilling and completing a well? What are the industry standards for casing? How do we design and perform a cementing job after running a casing string? How do we evaluate a casing and cementing job?
Join PetroTeach webinar by Jerry Rusnak! In this webinar, Jerry will talk about casing and cementing job processes including design and related calculations.
Your Score 1420Not bad. Your score means youre slightly bette.docxodiliagilby
Your Score: 14/20
Not bad. Your score means you're slightly better than the average at reading expressions. And research suggests that people can improve their emotion recognition skills with practice. So keep an eye out for our forthcoming empathy training tool, designed to boost your emotional intelligence. Sign upfor our e-newsletter for updates on it.
Drilling Engineering
Class 8
1
Casing
• What is casing?
• Pipe that is API certified for its specific application
• Why is casing set?
• Zonal Isolation when cemented in place
• Casing point selection
• Regulations
• Area Geology
• Formation Pressures
• As the operator, who decides on casing points?
2
Casing
• API casing is available in standard sizes from 4-1/2” to 20” OD
• Usually steel but can be aluminum, fiberglass, stainless steel,
plastic, titanium etc.
• One piece of casing pipe is referred to as a “joint” of casing
• Casing length is dependent on the “range” of pipe
• Range-1: 18-22ft
• Range-2: 27-30ft
• Range-3: 38-45ft
• Casing Threads are defined by the coupling type
• API Threads
• LTC: Long thread coupling
• STC: Short thread coupling
• BTC: Buttress thread coupling
• Semi & Premium Threads
• See VAM Presentation
3
Casing
• Casing Components
• Casing
• Size, Weight, Grade, Threads
• 9-5/8" 53.5# P-110 LTC Rg 3
• See Casing Data Chart
• What is Drift Diameter?
• Pup Joints
• Float Collars
• Float Shoe
• Guide Shoe
• Centralizers
• Baskets
• Scratchers/Scrapers
4
Casing
• Running Casing
• Bales/Elevators
• Power Tongs
• Torque Turn
• Calculate weight and Hookload HL
• Calculate collapse, how often should you fill the pipe?
• Is the pipe taking the proper amount of fluid to fill? CSGcap
• Is the proper amount of fluid coming back to the pits as the
casing is run in the hole? CSGcap & CSGdisp
• Once casing is landed, circulated mud. Calculate B/U
5
Casing
• Centralization
• Vertical Wells
• Never truly vertical, usually spiral
• Typically use bow spring type centralizers
• There are state regulations on centralizer placement
• The shoe is very important to be centralized
• Horizontal Wells
• Balance between too many and not enough centralizers
• Many types: rigid, floating, bow spring, bladed, spiral bladed, etc.
• Centralizer design software can model the well as drilled and suggest
centralizer placement
• High dogleg areas need more frequent centralizers to obtain
sufficient standoff
6
Casing
• Stand-off
• Pipe Stand-off is a major contributor to hole cleaning, mud
removal, and cement quality.
• % 𝑆𝑡𝑎𝑛𝑑𝑜𝑓𝑓 = ൗ𝑊𝑛 𝑅2−𝑅1 ∗ 100%
7
Casing
• Stand-off
• The Stand-off formula results a percentage, where 0% represents
the pipe in contact with the wellbore wall. 100% represents the
pipe is perfectly centered in the well.
• When the pipe is not centered, the wider portions will promote
flow due to less resistance. There can be pockets of cuttings or
mud in the tighter areas causing
This document discusses the use of precast concrete panels (PCP) for repairing and rehabilitating high-traffic concrete and asphalt pavements. PCP allows for rapid renewal with short lane closure times and improved work zone safety. Nominal reinforcement and pre-tensioning of panels reduces thickness and allows for wider/longer panels. Proper bedding and leveling of panels is important for performance. PCP can provide 15-20 years of service for repairs or 40+ years for continuous applications. States commonly use PCP for heavily traveled interstates, ramps, intersections and other critical locations requiring minimal traffic disruptions.
This presentation discusses fiber reinforced concrete (FRC) pavements. It provides an overview of pavement problems like joints, different pavement designs including jointed reinforced concrete pavement (JRCP) and continuously reinforced concrete pavement (CRCP), and fiber options at different dosages. It summarizes research conducted by the Louisiana Transportation Research Center (LTRC) evaluating fatigue and toughness of FRC. The research found that macro synthetic fibers at dosages of 7.5-10.5 lbs/cu yd provided benefits over steel fibers. It concludes with summaries of several pavement projects using FRC with normal joint spacing.
CONSTRUCTION PROCESSES in CIVIL ENGINEERING (HISTORICAL AND MODERN) Hamza Waheed
Hamza Waheed conducted a study of construction practices in Multan, Pakistan. He visited 5 construction sites, documenting materials, machinery, and processes used. Brick, cement, aggregate, and steel were commonly used materials. Construction involved laying foundations, formwork, concrete mixing and pouring, masonry, and finishing. English bond was most often used, and ratios of 1:2:4 for RCC and 1:4 or 1:6 for mortar were prevalent. The study provided insight into current construction methods in Multan.
This document discusses the benefits of Cold In-Place Recycling (CIR) and Full Depth Reclamation (FDR) for road construction and rehabilitation. CIR and FDR involve pulverizing the existing asphalt pavement and a portion of the base materials, mixing them with stabilizing additives, and compacting them to form a new stabilized flexible base that provides increased structural integrity and moisture resistance compared to traditional granular bases. The document emphasizes that CIR and FDR are more cost-effective alternatives to full removal and replacement of roads, and help to create stronger and more sustainable roads for future generations.
Miami River Tunnel Feasibility Study (GPC VI Work Order 6) presentation, by ATKINS and Caltran Engineering, at the TPO Transportation and Mobility Committee (TMC) meeting on May 31, 2017.
Proper Maintenance for the Long Life of Concrete PavementsJill Reeves
This document discusses techniques for maintaining and preserving concrete pavements to extend their service life. It outlines various preservation activities like diamond grinding, full and partial depth repairs, dowel bar retrofit, joint sealing, and concrete overlays. It provides details on how each technique works and its benefits. The document also references guides on concrete pavement preservation best practices and lists online training resources. The goal is to provide cost-effective solutions to maintain pavement investment and meet transportation challenges through proper concrete pavement maintenance.
SynTerra / US Bridge Presentation (10 24 11)dgonano
The document discusses the advantages of using pre-fabricated truss bridges for two bridge replacement projects in South Carolina. It notes that pre-fabricated truss bridges have a shallower structure depth, require less construction activity within railroad rights-of-way, and provide significant cost savings compared to traditional bridge options. The document provides details on the design, fabrication, and construction process for the pre-fabricated truss bridges.
This document provides an overview and summary of the Walterdale Bridge replacement project in Edmonton, Alberta. It discusses the design team, construction team, road map, project scope and context, stakeholder involvement, public consultation, aboriginal consultation, concept studies that were considered, the selected arch bridge design, engineering analysis conducted, and construction plans and progress to date. The replacement bridge aims to provide an iconic architectural structure while accommodating vehicles, pedestrians and cyclists.
At the California Asphalt Pavement Association (CalAPA) Fall Asphalt Pavement Conference held Oct. 27, 2022 in Sacramento, a presentation titled, "Effective Pavement Program Management" was delivered by
John Harvey PhD, Director – City and County Pavement Improvement Center (CCPIC).
Agencies throughout California utilize pavement management systems to monitor existing pavement condition. A successful program integrates the existing pavement condition with a toolbox of various treatments for different pavement needs. The director of the influential University of California Pavement Research Center will offer insight and best practices drawn from many years of research into effective pavement program management.
Civil Solutions presented the final design for developing a 29.5 acre site into a residential and park area. The design included a layout with single family homes, an apartment complex, and a 4 acre public park. It featured roadways, utilities like sewer, water and storm drainage, and structures like a large gazebo, restroom, and small gazebos. The goals of the project were to profit the city and land owner, provide community amenities, increase the aesthetics, and improve the quality of life.
This document discusses the importance of understanding historical significance when planning projects involving metal truss bridges. It provides examples of case studies where properly assessing a bridge's significance helped define the project outcome. Understanding what makes a bridge significant can help analyze prudent and feasible alternatives to avoid or minimize harm. The level of significance may also determine how much effort is deserved to preserve a bridge. Clear statements of significance educate decision makers and the public. Assessing bridges on a case by case basis can help identify those most worthy of preservation efforts to remain in service or find alternative uses.
Caledonia Station, West Portal and Elevated Guideway Open HouseCrosstown TO
The document provides information on the construction of the Eglinton Crosstown LRT project in Toronto, including:
- An overview of Metrolinx and their regional transportation plan which included the Eglinton Crosstown LRT.
- Details on the 19km LRT route, including 15 underground stations, surface stops, maintenance facility, and links to other transit lines.
- An emphasis on safety as the top priority during construction.
- Renderings and descriptions of station designs and their accessibility, environmental, and sustainability features.
- Explanations of the cut-and-cover and mined tunnel construction methods being used.
- Updates on construction progress in 2017, including tunnel excav
Bridge-Plate & Multi-Plate Applications and Case Studies (Randy McDonald, P.E...Communications Branding
Ron Prychitko, P.Eng. & Randy McDonald, P.Eng. will provide a complete overview of Bridge-Plate and Multi-Plate applications in Canada. Please join them for a review of engineering, construction, and performance considerations in various applications. This webinar includes case examples for bridges, culverts, stream enclosures, mine portals, road and rail grade separations, pedestrian tunnels and more.
Roller-compacted concrete (RCC) is a concrete that is mixed in a pugmill and placed with dump trucks and spread with bulldozers. It is compacted in lifts of 100-250mm thick using vibratory steel drum rollers. RCC does not require internal vibration and can be used for port, rail, highway, and industrial facilities. Some advantages are reduced cement, no formwork, and ability to maintain traffic flow during placement. Limitations include a rougher surface and difficulty compacting near edges.
US Duct & US Tubing is a fabrication shop that provides a total solution for ductwork and tubing needs. They offer various duct system options like rolled lip, flanged, and gasketed clamp together designs. US Duct also supplies ancillary products and special fabrications. They aim to provide quality products with fast delivery and service at competitive prices.
This document summarizes a presentation on drone applications in concrete paving given by Olsson. It discusses Olsson's UAV program and experience providing drone services for infrastructure projects like concrete paving, surveying, asset inspections, and environmental monitoring. Specific applications highlighted include stockpile inventories, pavement surveys, construction documentation, and upcoming capabilities like onboard LiDAR. The presentation outlines Olsson's safety practices and the regulatory compliance of its drone operations.
This document provides an overview of Thrasher Commercial Group, which offers engineered solutions for deep foundations, earth retention, concrete lifting and leveling. It introduces the company's sales team and describes various client solutions including helical piles, push piers, helical soil nails, helical anchors and tiebacks, geo-lock wall anchors, polyurethane injection for concrete lifting and leveling, box culvert void filling, and case studies of road and bridge projects. Videos and questions are offered at the end for further discussion.
More Related Content
Similar to Concrete Overlay Performance in Nebraska
PCC Pavement: Repair vs. Overlay vs. ReconstructionJill Reeves
Repair, overlay, and reconstruction options were compared for maintaining and rehabilitating PCC pavements. Considerations included thickness, age, condition, traffic, and budget. Reconstruction using 8" DCP on prepared subgrade was estimated at $990K/mi. 3R with 10% repair and 4" HMA overlay was estimated at $490K/mi. Maintenance repair of 2% and joint sealing was estimated at $90K/mi.
The ASCE-Orange County Geo-Institute (GI) hosted a luncheon on August 16, 2016 at the University of California, Irvine (UCI) University Club. The luncheon consisted of a presentation on the geotechnical design aspects of the Anaheim Regional Transportation Intermodal Center (ARTIC) project. ARTIC is a uniquely designed public transportation facility in Anaheim, California that provides rail, bus, taxi and other services for daily commuters, visitors, and leisure travelers. The presentation was given by Mr. Allen Yourman, PE, GE, who is a Principal Engineer and co-founder of Diaz●Yourman & Associates, Inc. in Santa Ana, California.
Case study bridge construction upto pier and road constructionSatish Kambaliya
The document provides details about the construction of a flyover bridge along the SP Ring Road in Ahmedabad, India. Some key details include:
- The project involves constructing a 1,415 meter long flyover bridge with 30 piers and 32 pile caps.
- Pile construction is a major aspect of the project, with 408 piles of 1,200 mm diameter being constructed using a hydraulic rig by boring and concreting.
- Other construction activities discussed include pile cap construction, pier construction, road construction and the use of various equipment.
- The flyover is expected to improve connectivity and prevent traffic congestion along the busy SP Ring Road in Ahmedabad.
PetroTeach Casing and cementing Design webinar 01 10_2020Petro Teach
How do we design a casing program when drilling and completing a well? What are the industry standards for casing? How do we design and perform a cementing job after running a casing string? How do we evaluate a casing and cementing job?
Join PetroTeach webinar by Jerry Rusnak! In this webinar, Jerry will talk about casing and cementing job processes including design and related calculations.
Your Score 1420Not bad. Your score means youre slightly bette.docxodiliagilby
Your Score: 14/20
Not bad. Your score means you're slightly better than the average at reading expressions. And research suggests that people can improve their emotion recognition skills with practice. So keep an eye out for our forthcoming empathy training tool, designed to boost your emotional intelligence. Sign upfor our e-newsletter for updates on it.
Drilling Engineering
Class 8
1
Casing
• What is casing?
• Pipe that is API certified for its specific application
• Why is casing set?
• Zonal Isolation when cemented in place
• Casing point selection
• Regulations
• Area Geology
• Formation Pressures
• As the operator, who decides on casing points?
2
Casing
• API casing is available in standard sizes from 4-1/2” to 20” OD
• Usually steel but can be aluminum, fiberglass, stainless steel,
plastic, titanium etc.
• One piece of casing pipe is referred to as a “joint” of casing
• Casing length is dependent on the “range” of pipe
• Range-1: 18-22ft
• Range-2: 27-30ft
• Range-3: 38-45ft
• Casing Threads are defined by the coupling type
• API Threads
• LTC: Long thread coupling
• STC: Short thread coupling
• BTC: Buttress thread coupling
• Semi & Premium Threads
• See VAM Presentation
3
Casing
• Casing Components
• Casing
• Size, Weight, Grade, Threads
• 9-5/8" 53.5# P-110 LTC Rg 3
• See Casing Data Chart
• What is Drift Diameter?
• Pup Joints
• Float Collars
• Float Shoe
• Guide Shoe
• Centralizers
• Baskets
• Scratchers/Scrapers
4
Casing
• Running Casing
• Bales/Elevators
• Power Tongs
• Torque Turn
• Calculate weight and Hookload HL
• Calculate collapse, how often should you fill the pipe?
• Is the pipe taking the proper amount of fluid to fill? CSGcap
• Is the proper amount of fluid coming back to the pits as the
casing is run in the hole? CSGcap & CSGdisp
• Once casing is landed, circulated mud. Calculate B/U
5
Casing
• Centralization
• Vertical Wells
• Never truly vertical, usually spiral
• Typically use bow spring type centralizers
• There are state regulations on centralizer placement
• The shoe is very important to be centralized
• Horizontal Wells
• Balance between too many and not enough centralizers
• Many types: rigid, floating, bow spring, bladed, spiral bladed, etc.
• Centralizer design software can model the well as drilled and suggest
centralizer placement
• High dogleg areas need more frequent centralizers to obtain
sufficient standoff
6
Casing
• Stand-off
• Pipe Stand-off is a major contributor to hole cleaning, mud
removal, and cement quality.
• % 𝑆𝑡𝑎𝑛𝑑𝑜𝑓𝑓 = ൗ𝑊𝑛 𝑅2−𝑅1 ∗ 100%
7
Casing
• Stand-off
• The Stand-off formula results a percentage, where 0% represents
the pipe in contact with the wellbore wall. 100% represents the
pipe is perfectly centered in the well.
• When the pipe is not centered, the wider portions will promote
flow due to less resistance. There can be pockets of cuttings or
mud in the tighter areas causing
This document discusses the use of precast concrete panels (PCP) for repairing and rehabilitating high-traffic concrete and asphalt pavements. PCP allows for rapid renewal with short lane closure times and improved work zone safety. Nominal reinforcement and pre-tensioning of panels reduces thickness and allows for wider/longer panels. Proper bedding and leveling of panels is important for performance. PCP can provide 15-20 years of service for repairs or 40+ years for continuous applications. States commonly use PCP for heavily traveled interstates, ramps, intersections and other critical locations requiring minimal traffic disruptions.
This presentation discusses fiber reinforced concrete (FRC) pavements. It provides an overview of pavement problems like joints, different pavement designs including jointed reinforced concrete pavement (JRCP) and continuously reinforced concrete pavement (CRCP), and fiber options at different dosages. It summarizes research conducted by the Louisiana Transportation Research Center (LTRC) evaluating fatigue and toughness of FRC. The research found that macro synthetic fibers at dosages of 7.5-10.5 lbs/cu yd provided benefits over steel fibers. It concludes with summaries of several pavement projects using FRC with normal joint spacing.
CONSTRUCTION PROCESSES in CIVIL ENGINEERING (HISTORICAL AND MODERN) Hamza Waheed
Hamza Waheed conducted a study of construction practices in Multan, Pakistan. He visited 5 construction sites, documenting materials, machinery, and processes used. Brick, cement, aggregate, and steel were commonly used materials. Construction involved laying foundations, formwork, concrete mixing and pouring, masonry, and finishing. English bond was most often used, and ratios of 1:2:4 for RCC and 1:4 or 1:6 for mortar were prevalent. The study provided insight into current construction methods in Multan.
This document discusses the benefits of Cold In-Place Recycling (CIR) and Full Depth Reclamation (FDR) for road construction and rehabilitation. CIR and FDR involve pulverizing the existing asphalt pavement and a portion of the base materials, mixing them with stabilizing additives, and compacting them to form a new stabilized flexible base that provides increased structural integrity and moisture resistance compared to traditional granular bases. The document emphasizes that CIR and FDR are more cost-effective alternatives to full removal and replacement of roads, and help to create stronger and more sustainable roads for future generations.
Miami River Tunnel Feasibility Study (GPC VI Work Order 6) presentation, by ATKINS and Caltran Engineering, at the TPO Transportation and Mobility Committee (TMC) meeting on May 31, 2017.
Proper Maintenance for the Long Life of Concrete PavementsJill Reeves
This document discusses techniques for maintaining and preserving concrete pavements to extend their service life. It outlines various preservation activities like diamond grinding, full and partial depth repairs, dowel bar retrofit, joint sealing, and concrete overlays. It provides details on how each technique works and its benefits. The document also references guides on concrete pavement preservation best practices and lists online training resources. The goal is to provide cost-effective solutions to maintain pavement investment and meet transportation challenges through proper concrete pavement maintenance.
SynTerra / US Bridge Presentation (10 24 11)dgonano
The document discusses the advantages of using pre-fabricated truss bridges for two bridge replacement projects in South Carolina. It notes that pre-fabricated truss bridges have a shallower structure depth, require less construction activity within railroad rights-of-way, and provide significant cost savings compared to traditional bridge options. The document provides details on the design, fabrication, and construction process for the pre-fabricated truss bridges.
This document provides an overview and summary of the Walterdale Bridge replacement project in Edmonton, Alberta. It discusses the design team, construction team, road map, project scope and context, stakeholder involvement, public consultation, aboriginal consultation, concept studies that were considered, the selected arch bridge design, engineering analysis conducted, and construction plans and progress to date. The replacement bridge aims to provide an iconic architectural structure while accommodating vehicles, pedestrians and cyclists.
At the California Asphalt Pavement Association (CalAPA) Fall Asphalt Pavement Conference held Oct. 27, 2022 in Sacramento, a presentation titled, "Effective Pavement Program Management" was delivered by
John Harvey PhD, Director – City and County Pavement Improvement Center (CCPIC).
Agencies throughout California utilize pavement management systems to monitor existing pavement condition. A successful program integrates the existing pavement condition with a toolbox of various treatments for different pavement needs. The director of the influential University of California Pavement Research Center will offer insight and best practices drawn from many years of research into effective pavement program management.
Civil Solutions presented the final design for developing a 29.5 acre site into a residential and park area. The design included a layout with single family homes, an apartment complex, and a 4 acre public park. It featured roadways, utilities like sewer, water and storm drainage, and structures like a large gazebo, restroom, and small gazebos. The goals of the project were to profit the city and land owner, provide community amenities, increase the aesthetics, and improve the quality of life.
This document discusses the importance of understanding historical significance when planning projects involving metal truss bridges. It provides examples of case studies where properly assessing a bridge's significance helped define the project outcome. Understanding what makes a bridge significant can help analyze prudent and feasible alternatives to avoid or minimize harm. The level of significance may also determine how much effort is deserved to preserve a bridge. Clear statements of significance educate decision makers and the public. Assessing bridges on a case by case basis can help identify those most worthy of preservation efforts to remain in service or find alternative uses.
Caledonia Station, West Portal and Elevated Guideway Open HouseCrosstown TO
The document provides information on the construction of the Eglinton Crosstown LRT project in Toronto, including:
- An overview of Metrolinx and their regional transportation plan which included the Eglinton Crosstown LRT.
- Details on the 19km LRT route, including 15 underground stations, surface stops, maintenance facility, and links to other transit lines.
- An emphasis on safety as the top priority during construction.
- Renderings and descriptions of station designs and their accessibility, environmental, and sustainability features.
- Explanations of the cut-and-cover and mined tunnel construction methods being used.
- Updates on construction progress in 2017, including tunnel excav
Bridge-Plate & Multi-Plate Applications and Case Studies (Randy McDonald, P.E...Communications Branding
Ron Prychitko, P.Eng. & Randy McDonald, P.Eng. will provide a complete overview of Bridge-Plate and Multi-Plate applications in Canada. Please join them for a review of engineering, construction, and performance considerations in various applications. This webinar includes case examples for bridges, culverts, stream enclosures, mine portals, road and rail grade separations, pedestrian tunnels and more.
Roller-compacted concrete (RCC) is a concrete that is mixed in a pugmill and placed with dump trucks and spread with bulldozers. It is compacted in lifts of 100-250mm thick using vibratory steel drum rollers. RCC does not require internal vibration and can be used for port, rail, highway, and industrial facilities. Some advantages are reduced cement, no formwork, and ability to maintain traffic flow during placement. Limitations include a rougher surface and difficulty compacting near edges.
US Duct & US Tubing is a fabrication shop that provides a total solution for ductwork and tubing needs. They offer various duct system options like rolled lip, flanged, and gasketed clamp together designs. US Duct also supplies ancillary products and special fabrications. They aim to provide quality products with fast delivery and service at competitive prices.
Similar to Concrete Overlay Performance in Nebraska (20)
This document summarizes a presentation on drone applications in concrete paving given by Olsson. It discusses Olsson's UAV program and experience providing drone services for infrastructure projects like concrete paving, surveying, asset inspections, and environmental monitoring. Specific applications highlighted include stockpile inventories, pavement surveys, construction documentation, and upcoming capabilities like onboard LiDAR. The presentation outlines Olsson's safety practices and the regulatory compliance of its drone operations.
This document provides an overview of Thrasher Commercial Group, which offers engineered solutions for deep foundations, earth retention, concrete lifting and leveling. It introduces the company's sales team and describes various client solutions including helical piles, push piers, helical soil nails, helical anchors and tiebacks, geo-lock wall anchors, polyurethane injection for concrete lifting and leveling, box culvert void filling, and case studies of road and bridge projects. Videos and questions are offered at the end for further discussion.
LDCC is a lightweight cellular concrete made with cement, water, and preformed foam to produce a hardened material with a density of 50 lbs or less per cubic foot. It replaces coarse aggregate with air bubbles, making it flowable and self-compacting for rapid placement into structures. LDCC comes in permeable and non-permeable varieties and has a broad range of applications including backfill, trench filling, and retaining walls due to its versatility, durability, and environmental friendliness.
The 40th Annual Concrete Paving Workshop will be held January 22-23, 2019 at the Cornhusker Marriott in Lincoln, NE. There are several gold eagle sponsors including Ash Grove Cement, Lafarge-Holcim, Central Plains Cement, GCC of America, and GOMACO. There are also many other sponsors and a planning committee listed. The workshop provides information on concrete paving projects and practices.
This document summarizes a presentation on optimizing concrete mix design for pavement. It discusses:
- Using a modified Toufar model and experimental testing to determine aggregate packing and optimum gradations.
- Conducting experiments with different aggregate blends and cement contents to evaluate fresh properties, strength, and permeability. Promising blends were identified.
- Further reducing cement contents of promising blends by adjusting water reducer dosage and retesting. Cement could be reduced by up to 1 sack without compromising performance.
- Proposing a mix design procedure considering aggregate packing from modeling/testing, minimum excess paste, and verification with a box test to ensure adequate strength and surface quality.
Concrete Overlays: A Proven Resurfacing StrategyJill Reeves
This document discusses concrete overlays as a proven resurfacing strategy. It provides an overview of different types of concrete overlays, including bonded and unbonded overlays of concrete and asphalt pavements. Data is presented on the performance and longevity of concrete overlays constructed in Iowa over several decades, with many showing excellent performance up to 40 years. Thicker overlays and shorter joint spacings are associated with better performance. Overall, concrete overlays are shown to be a highly effective resurfacing solution with a expected service life of 30-40 years for Iowa's highway network.
This document provides information about slag cement and its use in concrete applications. It discusses the production of slag cement, its chemical and physical properties compared to portland cement, benefits of using slag cement such as improved workability, strength, and durability. It provides examples of projects that have used slag cement concrete mixtures with replacement rates ranging from 20-50% and achieved strength gains. Contact information is also provided for follow up questions.
Performance Engineered: Mixtures and AASHTO PP 84: It's Time for a ChangeJill Reeves
This document summarizes a presentation on Performance Engineered Mixtures and AASHTO PP 84 given by Michael Praul, a Senior Concrete Engineer at FHWA. The presentation discusses the need for a change from prescriptive concrete specifications to performance-based specifications that focus on properties related to concrete durability. It outlines the development of AASHTO PP 84, a guide specification that requires testing of properties like strength, shrinkage and permeability. The presentation emphasizes that PP 84 allows for innovation while providing a framework for quality control and assurance. It also discusses efforts to help agencies and industry transition to performance-based specifications through resources on specification development and quality control testing.
Fly ash availability is decreasing due to plant closures across 25 states. Over 11% of coal fired generating capacity has been reduced, with over 40% reductions in the Midwest, Mid-Atlantic, and Southeast regions. This has led to over 7 million tons less fly ash being produced annually. The document was presented by Megan Dangel from Central Plains Cement Company at a concrete paving workshop to discuss issues regarding decreasing fly ash supply.
Federal Motor Carrier Rules and RegulationsJill Reeves
This document provides an overview of federal and state motor carrier rules and regulations for Nebraska. It discusses several key topics:
- There are both state and Federal Motor Carrier Safety Administration (FMCSA) regulations that apply.
- State regulations cover rules of the road, registration, taxation, weights and dimensions. FMCSA regulations cover equipment, commercial driver's licensing, medical requirements, hours of service, and safe driving.
- There are various permit options for intrastate hauling in Nebraska by non-Nebraska registered vehicles, as well as agreements with neighboring states for operations within certain city limits.
- Dimensional and weight laws, along with permit requirements for oversized loads, are also reviewed
This document discusses updates to OSHA's silica rule, including new training materials, fact sheets, and videos about silica hazards. It provides details on engineering controls, exposure monitoring requirements, medical surveillance, and citations issued for violations. It also describes equipment that can help mitigate silica dust, such as exhaust systems, vacuums, sweepers, and blowing systems. Regular maintenance is important to ensure effectiveness of dust controls.
ABC in Nebraska: Belden to Laurel BridgeJill Reeves
This document summarizes the replacement of the Belden-Laurel Bridge in Nebraska using accelerated bridge construction (ABC) techniques. The old 3-span steel girder bridge from 1938 was deteriorating and in need of replacement. The new single-span bridge features precast concrete girders, deck panels, abutment caps, wing walls, and approach slabs that were assembled on site to replace the bridge over a weekend, minimizing road closure time. The precast elements were connected using self-consolidating concrete, ultra-high performance concrete, and high-early strength concrete to accelerate construction.
The document summarizes information from the 4040th Annual Concrete Paving Workshop regarding upcoming airport projects. $1 billion in supplemental appropriations are available through September 2020 primarily for general aviation airports. About 1,400 airports qualify for priority consideration. Round 1 applications were due in August and selections were made in fall 2018. Round 2 requests were due in October with announcements expected by late January 2019. The FAA Reauthorization Act extends the Airport Improvement Program through 2023 with many changes still needing interpretation. An economic impact study of Nebraska aviation is underway to provide updated data.
- NDOT is using design-build project delivery for the US-275 Expressway project from Scribner to West Point to accelerate project completion.
- The 18.5 mile, $109 million project will construct new lanes parallel to existing lanes using a 2+2 configuration and bypass Scribner.
- NDOT issued a Request for Qualifications in September 2017 and shortlisted design-build teams in January 2018 for the design-build procurement process.
This document summarizes Nebraska's approach to pavement asset management. It discusses collecting pavement data, measuring performance through IRI and NSI metrics, analyzing the system using a Pavement Optimization Program for life-cycle cost analysis, prioritizing treatments, and setting performance targets. It outlines Nebraska's objectives to maintain pavements in good repair, optimize budgets, and meet or exceed asset lifespans. Key aspects of the management process include automated and manual data collection, deterioration modeling, treatment decision trees, and a risk-based approach to prioritizing projects.
Iowa DOT - Council Bluffs Border City AgreementsJill Reeves
1. For loads coming into Sioux City, Iowa under the exempt commercial zone, operating authority is not needed as long as the load is delivered within 6 miles of Sioux City.
2. For intrastate loads originating and ending in Iowa, a motor carrier needs an Iowa Motor Carrier Permit which must be carried in each vehicle.
3. Sioux City ordinance allows vehicles legal in weight and length in Nebraska or South Dakota to operate in Sioux City without an Iowa permit if traveling to or from those states.
This document outlines Nebraska's testing of aggregates for alkali-silica reaction (ASR) from 2008 to present. It discusses:
1) Correlating ASTM C1293 testing from 2008-2016 with FHWA TP-65 to classify aggregate reactivity.
2) Introducing AASHTO T380 mini prism testing in 2016 and correlating results to ASTM C1293.
3) Changing the blended/interground cement specification in 2016 to require ASTM C1567 or AASHTO T380 testing depending on expansion results. Testing aims to ensure aggregates and cements do not cause excessive expansion due to ASR.
This document contains information about Joel Sedlacek, the territory manager for Central Plains Cement Company and its related companies. It lists the locations of various cement production facilities. It also provides information about a concrete product called slag and its use in road projects. Finally, it discusses a road project replacing asphalt with concrete on a portion of Interstate 10 in Tucson, Arizona.
This document discusses various repair options for concrete roadways including partial depth repairs, full depth repairs, dowel bar retrofit, cross stitching, diamond grinding, joint resealing, and concrete overlays. The techniques aim to restore the structure and ride quality of deteriorating concrete pavement through minimally disruptive rehabilitation methods.
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...shadow0702a
This document serves as a comprehensive step-by-step guide on how to effectively use PyCharm for remote debugging of the Windows Subsystem for Linux (WSL) on a local Windows machine. It meticulously outlines several critical steps in the process, starting with the crucial task of enabling permissions, followed by the installation and configuration of WSL.
The guide then proceeds to explain how to set up the SSH service within the WSL environment, an integral part of the process. Alongside this, it also provides detailed instructions on how to modify the inbound rules of the Windows firewall to facilitate the process, ensuring that there are no connectivity issues that could potentially hinder the debugging process.
The document further emphasizes on the importance of checking the connection between the Windows and WSL environments, providing instructions on how to ensure that the connection is optimal and ready for remote debugging.
It also offers an in-depth guide on how to configure the WSL interpreter and files within the PyCharm environment. This is essential for ensuring that the debugging process is set up correctly and that the program can be run effectively within the WSL terminal.
Additionally, the document provides guidance on how to set up breakpoints for debugging, a fundamental aspect of the debugging process which allows the developer to stop the execution of their code at certain points and inspect their program at those stages.
Finally, the document concludes by providing a link to a reference blog. This blog offers additional information and guidance on configuring the remote Python interpreter in PyCharm, providing the reader with a well-rounded understanding of the process.
Applications of artificial Intelligence in Mechanical Engineering.pdfAtif Razi
Historically, mechanical engineering has relied heavily on human expertise and empirical methods to solve complex problems. With the introduction of computer-aided design (CAD) and finite element analysis (FEA), the field took its first steps towards digitization. These tools allowed engineers to simulate and analyze mechanical systems with greater accuracy and efficiency. However, the sheer volume of data generated by modern engineering systems and the increasing complexity of these systems have necessitated more advanced analytical tools, paving the way for AI.
AI offers the capability to process vast amounts of data, identify patterns, and make predictions with a level of speed and accuracy unattainable by traditional methods. This has profound implications for mechanical engineering, enabling more efficient design processes, predictive maintenance strategies, and optimized manufacturing operations. AI-driven tools can learn from historical data, adapt to new information, and continuously improve their performance, making them invaluable in tackling the multifaceted challenges of modern mechanical engineering.
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...IJECEIAES
Climate change's impact on the planet forced the United Nations and governments to promote green energies and electric transportation. The deployments of photovoltaic (PV) and electric vehicle (EV) systems gained stronger momentum due to their numerous advantages over fossil fuel types. The advantages go beyond sustainability to reach financial support and stability. The work in this paper introduces the hybrid system between PV and EV to support industrial and commercial plants. This paper covers the theoretical framework of the proposed hybrid system including the required equation to complete the cost analysis when PV and EV are present. In addition, the proposed design diagram which sets the priorities and requirements of the system is presented. The proposed approach allows setup to advance their power stability, especially during power outages. The presented information supports researchers and plant owners to complete the necessary analysis while promoting the deployment of clean energy. The result of a case study that represents a dairy milk farmer supports the theoretical works and highlights its advanced benefits to existing plants. The short return on investment of the proposed approach supports the paper's novelty approach for the sustainable electrical system. In addition, the proposed system allows for an isolated power setup without the need for a transmission line which enhances the safety of the electrical network
Software Engineering and Project Management - Introduction, Modeling Concepts...Prakhyath Rai
Introduction, Modeling Concepts and Class Modeling: What is Object orientation? What is OO development? OO Themes; Evidence for usefulness of OO development; OO modeling history. Modeling
as Design technique: Modeling, abstraction, The Three models. Class Modeling: Object and Class Concept, Link and associations concepts, Generalization and Inheritance, A sample class model, Navigation of class models, and UML diagrams
Building the Analysis Models: Requirement Analysis, Analysis Model Approaches, Data modeling Concepts, Object Oriented Analysis, Scenario-Based Modeling, Flow-Oriented Modeling, class Based Modeling, Creating a Behavioral Model.
Null Bangalore | Pentesters Approach to AWS IAMDivyanshu
#Abstract:
- Learn more about the real-world methods for auditing AWS IAM (Identity and Access Management) as a pentester. So let us proceed with a brief discussion of IAM as well as some typical misconfigurations and their potential exploits in order to reinforce the understanding of IAM security best practices.
- Gain actionable insights into AWS IAM policies and roles, using hands on approach.
#Prerequisites:
- Basic understanding of AWS services and architecture
- Familiarity with cloud security concepts
- Experience using the AWS Management Console or AWS CLI.
- For hands on lab create account on [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
# Scenario Covered:
- Basics of IAM in AWS
- Implementing IAM Policies with Least Privilege to Manage S3 Bucket
- Objective: Create an S3 bucket with least privilege IAM policy and validate access.
- Steps:
- Create S3 bucket.
- Attach least privilege policy to IAM user.
- Validate access.
- Exploiting IAM PassRole Misconfiguration
-Allows a user to pass a specific IAM role to an AWS service (ec2), typically used for service access delegation. Then exploit PassRole Misconfiguration granting unauthorized access to sensitive resources.
- Objective: Demonstrate how a PassRole misconfiguration can grant unauthorized access.
- Steps:
- Allow user to pass IAM role to EC2.
- Exploit misconfiguration for unauthorized access.
- Access sensitive resources.
- Exploiting IAM AssumeRole Misconfiguration with Overly Permissive Role
- An overly permissive IAM role configuration can lead to privilege escalation by creating a role with administrative privileges and allow a user to assume this role.
- Objective: Show how overly permissive IAM roles can lead to privilege escalation.
- Steps:
- Create role with administrative privileges.
- Allow user to assume the role.
- Perform administrative actions.
- Differentiation between PassRole vs AssumeRole
Try at [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
Discover the latest insights on Data Driven Maintenance with our comprehensive webinar presentation. Learn about traditional maintenance challenges, the right approach to utilizing data, and the benefits of adopting a Data Driven Maintenance strategy. Explore real-world examples, industry best practices, and innovative solutions like FMECA and the D3M model. This presentation, led by expert Jules Oudmans, is essential for asset owners looking to optimize their maintenance processes and leverage digital technologies for improved efficiency and performance. Download now to stay ahead in the evolving maintenance landscape.
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...IJECEIAES
Medical image analysis has witnessed significant advancements with deep learning techniques. In the domain of brain tumor segmentation, the ability to
precisely delineate tumor boundaries from magnetic resonance imaging (MRI)
scans holds profound implications for diagnosis. This study presents an ensemble convolutional neural network (CNN) with transfer learning, integrating
the state-of-the-art Deeplabv3+ architecture with the ResNet18 backbone. The
model is rigorously trained and evaluated, exhibiting remarkable performance
metrics, including an impressive global accuracy of 99.286%, a high-class accuracy of 82.191%, a mean intersection over union (IoU) of 79.900%, a weighted
IoU of 98.620%, and a Boundary F1 (BF) score of 83.303%. Notably, a detailed comparative analysis with existing methods showcases the superiority of
our proposed model. These findings underscore the model’s competence in precise brain tumor localization, underscoring its potential to revolutionize medical
image analysis and enhance healthcare outcomes. This research paves the way
for future exploration and optimization of advanced CNN models in medical
imaging, emphasizing addressing false positives and resource efficiency.
3. Terminology
• Whitetopping Vs. Concrete Overlay
• Bonded vs. UnBonded
• Designed as part of pavement struct
• Must behave as monolithic pavement
• Bonding critical
• Preventative Maintenance/Minor Rehab
• Add structural capacity and eliminate surface distress of a good
pavement
• Thickness (T): 2” - 6”
• Joints: 3’-8’ (1.5xT) over HMA
Match joints over PCC
2014 Guide to Concrete Overlay
4. Terminology
• Bonded vs. UnBonded
• Designed as new structure on stable base
• Acts as independent structure
• Bonding to HMA not needed “structurally” but beneficial
• Adds some load carrying capacity
• Holds slabs together in absence of ties
• Bonding to underlying concrete not allowed
• Use HMA or Geotextile to avoid matching joints
• Minor/Major Rehab
• Restore structural cap. to a deteriorated pavement
• Thickness (T): 4”-11”
• Joints: 1.5xT for T<6”*
2xT for T>6” up to 15’
2014 Guide to Concrete Overlay
*CPTech Recommendation revised between 2008 & 2014 Guide to Concrete Overlay
5. • Hwy 6, Lincoln – Greenwood & Greenwood -
Chalco
• Base: 1929/1930 9”-6”-9” x 20’ PCC
• PCC Overlay: 1948 & 1952
• 10 mi of 6” x 24’ RCP (wire mesh)
• 2.8 mi of 5-6” x24’ RCP on 1.5” Bit mat
• Resurfaced w/HMA in 1972,1985 or 1991
• 24-40 yr life (some correlation)
• Hwy 6, “B” Street in McCook
• Base: 1931 9”-7”-9” x 20’ PCC
• PCC Overlay: 1964
• 0.5 mi of 5” RCP on 1.5” Granular FC
• Reconstructed with PCC in 2001/2006
• 37-42 yr life
“Historical” PCC Overlays (40’s – 60’s)
6. “Modern” PCC Overlays (1980’s)
• Hwy 81
• Belvidere N&S, Hebron N, Strang S
• 600 – 900 Trucks
• Base ~ 6-8” HMA milled var. depth
• PCC Overlay: 1982 & 1985
• 16.3 mi of 9” Unbonded* (non-doweled) PCC
• Random 12-19’ Joints
• 33-36 yrs old
• Significant PCC Repairs present
• Ready for resurfacing
2017
2017
7. “Modern” PCC Overlays (1990’s)
• Hwy 2, Ansley – Mason City
• 400 Trucks
• Base~10” HMA milled var. depth
• PCC Overlay: 1991
• 5.9 mi of 9” Unbonded (non-doweled) PCC
• 16.5’ Joints
• Resurfaced w/HMA in 2017
• 26 yr life
• Significant maintenance required
• Significant ASR Deterioration
1995
2016
8. “Modern” PCC Overlays (2000’s)
• Hwy 50, Tecumseh North
• 600 Trucks
• Base: 1952 8”-6’-8”x22’ PCC
• PCC Overlay: 2001
• 1500’ of 110mm (4.5”) Bonded PCC overlay
• Milled PCC
• Matched joints
• Included fibers and 3’ widening
• Will be removed in 2023
• 22 yr life
• Repaired multiple times
• Significant cracking, de-bonding
9. “Modern” PCC Overlays (2000’s)
• Hwy 2, Berwyn – Ansley
• 325 Trucks
• Base ~11” HMA milled 0”-6”
• PCC Overlay: 2003
• 5.7 mi of 8” Unbonded (doweled) PCC
• 16.5’ Joints
• 15 years old – Good condition
• Slight ASR Staining?
• May need Silane Sealer
2003
2016
2003
10. “Modern” PCC Overlays (2000’s)
• Hwy 20, In O’Neill
• 600 Trucks
• Base ~ 11” HMA milled 4”
• PCC Overlay: 2008
• 0.6 mi of 8” Unbonded (doweled) PCC
• 16.5’ Joints
• 10 years old, excellent condition
• Few cracked slabs
2008
2017
14. Hwy 30 Concrete Overlays
• More details
• Constructed 1 lane at a time, closed road conditions
• Opposing lane used for local access and construction equip.
• Construction equip limited to 1 dir, and not on shoulders
• Min 1” HMA required between slabs,including PCC repr
• Paid for PCC in CY (max 110%) and Placement in SY
• Cross-Slope/Supers corrected w/milling and/or HMA
• Why Hwy 30?
• Parallels I-80 – Convenient Detour
• Composite provides solid base to minimize PCC depth
• ML: 5” PCC vs. Traditional 4” HMA
• Existing HMA provides bond breaker between slabs
• HMA allows milling to limit grade raise/shld costs
Cozad - Lexington
15. • Lessons Learned - Hwy 30
• Center Lane tie bars difficult to install when paving 5”x12’
• Sufficient manpower/equipment critical for timely sawing of thin pavements
• Test strip can identify problems with sawing, tie bar placement
• Required sealing of joints prior to traffic
• Milled 1’ beyond PCC edge to allow inspection/clean-out of trench
• Need to look into isolated drainage issues
• Lessons Learned – All
• Thin, 4.5” Bonded Overlay test section performed poorly
• ~30 mi of 8-9” Unbonded PCC overlays have performed very well
• Neglecting material defects (ASR)
• ~ 50 mi of 5-6” Unbonded Overlays are performing well but <8yrs old
Concrete Overlay Performance in Nebraska
16. Concrete Overlay Performance in Nebraska
Future of PCC Overlays in NE
• Hwy 30, Sutherland – Hershey - 2018
• Continue to look for good candidates
• Detour route, good base, ability to minimize grade raise through milling
Sources
• NDOT Archives & Pavement Management
• CP Tech Guide to Concrete Overlays, May 2014
G Thayer: pay by the SY (plan) and CY (maximum 110%) to cut the risk of the contractor as we mill is to depth but the top of surfacing is to grade yet they have to meet thickness requirements so they have to establish a paving model. It was from industry conversation prior to our first project.