Rockingham, Vermont Designing for Resilience and Durability on the Longest Spliced Precast Concrete Girder Bridge in Vermont
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SUMMER 2021 Designing for Resilience and Durability on the Longest Spliced Precast Concrete Girder Bridge in Vermont Rockingham, Vermont BOH BROS. CONSTRUCTION CO.’S LONGEVITY SERVES THE GULF COAST CONDITION EVALUATION OF THE JFK CAUSEWAY POST-TENSIONED SEGMENTAL BRIDGE North Padre Island, Texas MIDDLEBURY BRIDGE AND RAIL PROJECT Middlebury, Vermont
CONTENTS 20 Features Contractor’s Longevity Serves the Gulf Coast 6 For more than 100 years, family-owned Boh Bros. Construction Co. has shaped the region surrounding its New Orleans home base through heavy civil and concrete bridge work that connects the region Condition Evaluation of the JFK Causeway Post-tensioned Segmental Bridge 20 Middlebury Bridge and Rail Project 24 Designing for Resilience and Durability on the Longest Spliced Precast Concrete Girder Photo: Texas Department of Transportation. Bridge in Vermont 28 Departments 24 Editorial 2 Concrete Calendar 4 Perspective—Diversity, Equity, and Inclusion 10 Perspective—Perspectives on Structural Behavior and Redundancy: Load Path Redundancy 12 Perspective—The Digital Twin Evolution 16 Aesthetics Commentary 31 Creative Concrete Construction— Threading a Needle 32 Concrete Bridge Preservation—Preserving Photo: VHB. Our Infrastructure by Using Modified Silica Gel 35 Concrete Bridge Technology— Detailing Segmental Concrete 28 Box Girders for Constructability 38 Professor’s Perspective—The Role of Analytical Tools in Innovation 40 Safety and Serviceability—Designing Photo: Flatiron Construction Co. for Construction Loads on Concrete Bridges 43 FHWA—Eliminating Bridge Joints with Link Slabs 46 Concrete Connections 48 LRFD— Crack-Control Reinforcement: Strength and Serviceability Implications 49 Perspective—Ethics and Culture: You Can’t Ride a Bike Without Wheels 51 Photo: HDR. Advertisers’ Index Alchemco. . . . . . . . . . . . . . . . . . . . . . . . .37 MAX USA CORP. . . . . . . . . . . . . . . . . . . . .3 Schwager Davis . . . . . . . Inside Front Cover DYWIDAG . . . . . . . . . . . . . . . . .Back Cover PCI . . . . . . . . . . . . . . . . . . . . . . . . 5, 19, 27 Stalite . . . . . . . . . . . . . . . . . . . . . . . . . . .27 HDR . . . . . . . . . . . . . . . . Inside Back Cover Poseidon Barge Ltd . . . . . . . . . . . . . . . . .18 ASPIRE Summer 2021 | 1
EDITORIAL Our Fundamental Principles: Editor-in-Chief William N. Nickas • wnickas@pci.org Managing Technical Editor Photo: PCI. Ethics and Quality Dr. Reid W. Castrodale Technical Editors Dr. Krista M. Brown, Angela Tremblay William N. Nickas, Editor-in-Chief Associate Editor Thomas L. Klemens • tklemens@pci.org T he American Association of State Highway and Transportation Officials (AASHTO) has released a video profile of Victoria Sheehan, the 2020–2021 records. Over the years, I’ve worked with colleagues who work to maintain transparency in every aspect of our projects, starting with our plans and records. Preserving Copy Editors Elizabeth Nishiura, Laura Vidale AASHTO president.1 She has been commissioner of these critical documents for years after projects are Layout Design the New Hampshire Department of Transportation delivered is key. Without good record-keeping, we Walter Furie (DOT) since 2015. Sheehan has a master’s degree in cannot trace the designs and calculations used in structural engineering and architecture, and started projects or understand how past decisions affect the Editorial Advisory Board her career in the accelerated bridge construction future of our transportation infrastructure. William N. Nickas, Precast/Prestressed Concrete Institute program at the Massachusetts DOT. It’s pretty neat How do we ensure that the programs we have in Dr. Reid W. Castrodale, Castrodale to see a structures professional in the top agency place live up to the demands of our profession? I Engineering Consultants PC leadership role. Please take a moment to watch the Gregg Freeby, American Segmental Bridge video and listen to Sheehan’s thoughts on diversity, Institute technology, and other changes that will impact Pete Fosnough, Epoxy Interest Group of the core functions of the transportation industry. She Concrete Reinforcing Steel Institute emphasizes the need to expand the skill sets of our Alpa Swinger, Portland Cement Association workforce and to fund a stable program with a long- Tony Johnson, Post-Tensioning Institute term horizon, showing leadership the benefits of Cover “predictability for longer-term planning.” The design-build team evaluated several Watching the AASHTO video got me to thinking alternative structure types for the new twin again about the fundamental principles of delivering bridges on Interstate 91 near Rockingham, Vt., well-designed, high-quality products and assets to our ultimately selecting precast concrete spliced- customers/owners. In the Spring 2021 issue of ASPIRE®, girder bridges that will exceed the 100-year Dr. Richard Miller authored a Professor’s Perspective service life requirement. Photo: HDR. on ethics and judgment and how, as a university professor, he approaches the topic with his engineering https://doi.org/10.15554/asp15.3 students.2 In this issue on page 51, Dr. Anna Pridmore suggest that we start with the “AISC/PCI White Paper Ad Sales continues the discussion with a Perspective on the on Quality Systems in the Construction Industry”4 as Jim Oestmann new American Society of Civil Engineers (ASCE) a primer. This collaborative report is an easy read, Phone: (847) 924-5497 Code of Ethics3 and what it takes to foster an ethical provides a bit of background on the roles of technical Fax: (847) 389-6781 • joestmann@arlpub.com culture and impact behavior. She reminds us of the institutes and certification programs, and outlines the importance of fostering a culture of empowerment 12 elements of comprehensive quality systems for a Reprints lisa scacco • lscacco@pci.org and communication that will impact behavior within technical institute’s plant certification program. companies and organizations. In her words, “Engineers A variety of models are available to help us Publisher can drive culture shifts that empower us and others to establish quality programs and systems in our Precast/Prestressed Concrete Institute talk about potential and ongoing problems.” organizations. At their core, quality programs Bob Risser, President Organizations can strengthen and support our demand attention to detail, standardized procedures/ Postmaster: Send address changes to ASPIRE, 8770 W. Bryn Mawr Ave., Suite 1150, Chicago, IL 60631. Standard postage paid at Chicago, individual professional ethics by sustaining a culture work instructions, and an assurance that provided IL, and additional mailing offices. of quality. A quality company culture starts with guidance is followed. This outlined approach provides ASPIRE (Vol. 15, No. 3), ISSN 1935-2093 is published quarterly by the Precast/Prestressed Concrete Institute. leadership that sets and upholds solid policies, with the guidance for establishing the organizational Copyright 2021 Precast/Prestressed Concrete Institute. clearly stated quality objectives and standard operating stewardship (body of knowledge) to enhance If you have comments on an article or a suggestion for a project or topic to be considered for ASPIRE, please send an email to info@ practices. A fundamental tenet is that all quality systems established quality programs or aid in building a new aspirebridge.org begin and end with complete and comprehensive program starting from ground zero. American Segmental Bridge Institute Epoxy Interest Group Expanded Shale Clay and Slate Institute Portland Cement Association Post-Tensioning Institute 2 | ASPIRE Summer 2021
In Dr. Miller’s article on teaching ethics, he procedures, programs, and systems can save the day. PCI Ultra-High- explains how he uses the example of an expressway Organizations and companies must cultivate a dual dividing a neighborhood to frame the discussion mindset of both rigorous adherence to standards and Performance Concrete with his students of the societal, environmental, quality control/assurance procedures as well as being Workshop set for September and economic ramifications of their work (both open to the spontaneous communication of ideas locally and globally). His students must navigate and concerns. If your organization is contemplating PCI is hosting an Ultra-High-Performance this engineering dilemma and consider the effects joining forces with an entity that doesn’t take open Concrete Workshop Tuesday, September 21, and influence this solution could have on adjacent communication, ethics, quality management, quality 2021. This one-day workshop will gather established communities. They must take into assurance, and quality control seriously, consider experts from across the precast concrete account the human aspects of their designs. This another collaborator. industry to discuss various research example led me to wonder: Is it at this juncture where and development initiatives for the engineering decisions shift from science to art? References implementation of ultra-high-performance Now let’s talk through indirect impacts: what 1. American Association of State Highway and concrete (UHPC) in precast concrete happens when a seemingly minor misstep becomes Transportation Officials. 2021. “AASHTO President a global issue? On March 23, 2021, the Ever Given, Victoria Sheehan Profiled in New Video.” components. one of the largest cargo ships in the world, ran www.youtube.com/watch?v=L_c8RzuoEp8. The workshop will cover design aground, essentially shutting down global shipping 2. Miller, R. 2021. “Ethics and Judgment Are About considerations for architectural and through the Suez Canal until the ship was freed More Than Just Safety.” ASPIRE 15(2): 50–51. structural precast UHPC components, such as on March 29. The inability to move cargo through 3. American Society of Civil Engineers (ASCE). 2020. UHPC material selection for nonproprietary the canal had the potential to cause significant “ASCE Code of Ethics.” https://www.asce.org/code mixture designs, characterization and and costly delays for construction industry-based -of-ethics. quality control testing of UHPC, and projects globally. Perhaps it delayed the delivery of 4. American Institute of Steel Construction (AISC) production and fabrication of precast UHPC construction material and heavy equipment to your and Precast/Prestressed Concrete Institute (PCI). components. projects. “AISC/PCI White Paper on Quality Systems in The workshop will be at Loews O’Hare in If your project is affected, will that cause an the Construction Industry.” Accessed May 6, 2021. Rosemont, Ill. For more information, go to out-of-sequence issue? Are you and your team https://www.pci.org/PCI_Docs/Certification/ prepared to adjust? During times of uncertainty, our AISC_PCI_Quality_Systems_White_Paper.pdf. https://www.pci.org/events ethics may be tested, and our reliance on quality Scan To Request Rebar Tying Tool Demo T Stand-Up The p TWINTIER® RB401T-E is the world’s first fi and only battery powered stand-up tool for ty g #3 x #3 to #6 x #6 rebar combinations. tying T Stand-Up The p TWINTIER® RB401T-E is the most ergonomic eg solution ution for backbreaking slab work. MAX developed the World’s First battery powered powere rebar r tying y g tool in 1993. Since then, MAX rebar tying tools have revolutionized re d rebar tying work on bridge decks and a variety of additional d l jobsites all around the world. MAX’s 200 R&D engineers engine s have e continued improving upon their proprietary technology, techno gy, which led to the development of the TWINTIER®. TWINTIER® TWINTIE ®. TWINTIER® technology allows MAX battery powered rebar reb tying tools to form 4,000 ties per charge, while delivering just the right amount of wire for greater productivity and cost savings. Compared to hand tying, TWINTIER® tools can greatly reduce the risk of musculoskeletal injuries. The MAX PPE Shield means that you can trust that our tools are engineered with your health and safety in mind. MAX rebar tying tools are designed to alleviate the pain of manually tying rebar and reduce the risk of developing musculoskeletal diseases. MAX R&D engineers, develop product solutions that keep you safe while you work. Work safe with MAX tools. Prioritizing using proper equipment keeps you safe and healthy on the job site. MAX USA Corp. • 205 Express St., Plainview, NY 11803 • U.S.A, Phone: (800) 223-4293 • FAX: (516) 741-3272 • www.maxusacorp.com MAX USA CORP. ASPIRE Summer 2021 | 3
CONCRETE CALENDAR FOR SUMMER 2021 The events, dates, and locations listed were accurate at the time of publication CONTRIBUTING AUTHORS but may change as local guidelines for gatherings continue to evolve. Please check the website of the sponsoring organization. Raj Ailaney is a senior bridge preservation July 11–15, 2021 November 15–20, 2021 engineer in the Federal AASHTO Committee on Bridges PTI Certification Training: Highway Administration and Structures Annual Meeting All Levels (FHWA) Office of Bridges Online Austin, Tex. and Structures, where he develops guidance and July 26–August 4, 2021 December 8–10, 2021 policies for preservation of AASHTO Committee on Materials Accelerated Bridge bridges in support of FHWA’s performance-based and Pavements Annual Meeting Construction Conference program to maintain bridges in a state of good Online Online repair. He also chairs the FHWA’s Bridge Preservation Expert Task Group. August 10, 2021 January 9–13, 2022 2022 PCI Design Awards Transportation Research Dr. Oguzhan Bayrak is a Submission deadline Board Annual Meeting professor at the University Walter E. Washington of Texas at Austin and was September 13–16, 2021 Convention Center inducted into the 2021 Western Bridge Washington, D.C. university’s Academy of Engineers Seminar Distinguished Teachers in Online January 19–21, 2022 2014. World of Concrete September 13–18, 2021 Las Vegas Convention Center PTI Certification Training: All Levels Las Vegas, Nev. Drew G. Burns is the Phoenix, Ariz. executive director for the March 1–5, 2022 Slag Cement Association September 20, 2021 PCI Convention with and Great Lakes Cement ASBI Grouting Certification The Precast Show Promotion Council in Training Kansas City Convention Center Detroit, Mich. Online Kansas City, Mo. September 22–25, 2021 March 27–31, 2022 Frederick Gottemoeller is PCI Committee Days and ACI Spring 2022 Conference an engineer and architect Technical Conference Caribe Royale Orlando who specializes in the Loews Chicago O’Hare Hotel Orlando, Fla. aesthetic aspects of bridges Rosemont, Ill. and highways. He is the author of Bridgescape. September 26–30, 2021 AREMA 2021 Annual Conference with Railway Interchange Online A HELPFUL HINT Dr. Anna Pridmore is the vice president of Municipal October 5–8, 2021 For a complete list of search results in and Nuclear Infrastructure PTI Committee Days the online version of ASPIRE® users must for Structural Technolo- Hyatt Regency search from within an issue. gies. She volunteers in Coconut Point Once an issue is open, click the search leadership for the Bonita Springs, Fla. button and type the search term. Then American Society of Civil click the folder button to search all Engineers and serves on October 17–29, 2021 archived issues. committees for several other industry organiza- ACI Fall 2021 Convention tions to develop and improve the profession. Hilton Atlanta Downtown This will return all results of the search Atlanta, Ga. from all past issues of ASPIRE. Dr. John Stanton is the Nielsen Professor of Civil November 8–10, 2021 Engineering at the ASBI 2021 Annual Convention and University of Washington Committee Meetings in Seattle where he has Westin La Paloma Resort and Spa taught and conducted Tucson, Ariz. research,, much of which concerns prestressed concrete bridges, for more than 40 years. 4 | ASPIRE Summer 2021
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FOCUS Contractor’s Longevity Serves the Gulf Coast For more than 100 years, family-owned Boh Bros. Construction Co. has shaped the region surrounding its New Orleans home base through heavy civil and concrete bridge work that connects the region by Monica Schultes Boh Bros. Construction Co. has a 160-acre facility that includes 4200 ft of waterfront along the Gulf Intracoastal Waterway. On the Lake Pontchartrain Causeway project, this waterway access gave the company an advantage while constructing complete safety shoulder segments. The components were cast and assembled at the facility, and then loaded onto self-propelled modular transporters (SPMTs), which were rolled directly onto barges. The assemblies were erected from the barges using SPMTs and without impacting travelers on the causeway. All Photos: Boh Bros. Construction Co. LLC. T h e l o n g h i s t o r y o f B o h B ro s . Plauche says, “We try to maintain “steady as she goes” philosophy. “We are Construction Co. is rare in the our reputation of honorably conservative in our thinking and believe in construction industry and is a testament s erv i n g our c ommuni ti es .” That doing the right thing. Our reputation for to their commitment to New Orleans devotion to the local community a high degree of integrity is paramount.” and southeaster n Louisiana. The was validated as Boh Bros. worked company’s longevity is also a reflection to help restore New Orleans to its That attitude has been perpetuated over of its management, according to former glory. The rapid response also the years across a workforce whose Jeff Plauche, senior vice president of foreshadowed their penchant for members often stay with the company preconstruction and development. This alternative project delivery methods. for their entire careers. “Funding family-owned company has lasted from sources may change and the industries generation to generation thanks to a philosophy of service to the community, “We try to we perform in may vary, but the way we do business never changes,” says customers, and coworkers. maintain our reputation Plauche. In the wake of Hurricane Katrina in of honorably serving our Although there is tremendous turnover 2005, it was all hands on deck, 24 communities.” in the construction industry, that is not hours a day, to restore the Interstate the case here. Boh Bros. has always 10 ( I- 10) t win s p a n s o v e r L a k e Family Values been privately held and some years ago Pontchartrain that had been broken Boh Bros. considers their employees started an employee stock ownership into pieces by the storm surge. Boh part of the family. “That is what makes plan to recognize the people who Bros. employees worked on emergency us unique,” says Plauche. More than a are critically important to the success repairs to the bridge, despite their own century ago, the Boh family started of the company and to reward their personal losses. a company based on integrity and a loyalty. 6 | ASPIRE Summer 2021
of the two contracts for construction of the elevated I-10 twin spans that are in use today (for details, see the article in the Spring 2011 issue of ASPIRE®). Recently, they were awarded another major project: Working for the Greater New Orleans Expressway Commission, they completed a $55 million upgrade to construct new safety shoulder segments along the Lake Pontchartrain Causeway, the longest bridge in the United States. CMAR Solutions Boh Bros. served as the construction manager at risk (CMAR) for the Lake Aerial view of the marine deck span installation of the Lake Pontchartrain Causeway, Pontchartrain Causeway project, showing tugboats holding the barges in place while the self-propelled modular which included constructing twelve transporters complete the installation. The new designated breakdown areas address 1008-ft-long safety shoulders, or both traffic and safety concerns and were a much-needed addition to the structure. “safety bays,” along the existing bridge When the bridge was first completed in 1956, the annual traffic count was 200,000; now alignment. the bridge carries 12 million vehicles per year. Gulf Coast The interstate highway program drove The CMAR approach expedited the With strong ties to the gulf region and much of that expansion, as did the design and planning stages and their auspicious beginnings in New development of the power industry. allowed the project team to resolve Orleans, Boh Bros. has performed “As the entire industrialized world key challenges and minimize project thousands of projects in the area and evolved, we did too,” explains Plauche. risk. Throughout the process, Boh continues to seek out opportunities The area south of Baton Rouge, La., Bros. collaborated on constructability, close to home. Staying local benefits is considered a coastal environment schedule, and budget to help guide the employees, who can return to their and is conducive to concrete bridge design. In less than nine months, the families after work. Building in the construction. As concrete girder project moved from preconstruction to region also reinforces the company’s technology has developed and longer construction, a process that typically areas of expertise. They have extensive spans have become more common, takes much longer. knowledge about the intricacies of concrete can be considered in more working along the Gulf Coast. South long-span project solutions. Traffic was a primary consideration. To Louisiana soils are very tricky, and minimize traffic disruptions, the team working along multiple waterways The evolution of Boh Bros.’ expertise opted for precast concrete piles, pile presents challenges of variable water came with experience in the many and caps, and deck span modules that were depths and weather conditions that can varied concrete structures that cross the manufactured off site. The monolithic affect construction. Louisiana waterways. In all, Boh Bros. deck span modules, or safety bay sections, has completed three projects on I-10 are composed of a concrete deck and Boh Bros. has invested in their own over Lake Pontchartrain. After their traffic barrier cast onto AASHTO girders equipment and typically self-performs stellar performance in 2005 on the at the Boh Bros. facility. With this strategy, 85% to 95% of their work. They have emergency repairs, they completed one lane closures were minimized, simplifying the option of using their own casting yard or partnering with local precasters The Lake Pontchartrain Causeway piles and precast concrete pier caps awaiting for bridge components. In addition installation of the precast concrete shoulder assemblies. The safety shoulder segments to Boh Bros.’ own precast concrete were supported by one hundred ninety-two 54-in.-diameter precast concrete piles fabrication shop, the New Orleans ranging from 54 to 112 ft in length. operations yard also contains a safety training facility, carpentry shop, piling and marine facilities, and equipment and material storage, and has direct barge access. Now a major player in bridge construction in the region, Boh Bros.’ expertise expanded from municipal and road work to pile driving and bridge work. Their portfolio evolved as their in-house experience grew. ASPIRE Summer 0 |7 Su e 2021
In 2005, Hurricane Katrina tore apart sections of the Interstate 10 twin spans over Lake Pontchartrain. After resurrecting five miles of downed causeway pieces and making emergency repairs in less than 29 days to get one of the bridges reopened, Boh Bros. was awarded the contract for the new, more resilient trestle portion of the Interstate 10 twin bridges. construction sequencing and greatly The safety shoulder modules were creative project solution was recognized reducing inconvenience to the public. constructed in an assembly-line process by awards from the Associated General The completed safety bays provide a safe at Boh Bros.’ waterfront construction Contractors of America and PCI (PCI haven for stranded motorists to pull off facility, increasing safety and quality. 2021 Best Rehabilitated Bridge Award). the causeway. All deck span modules were assembled off site, with precast concrete girders “The causeway project is one of the Boh Bros. was a critical part of the delivered to the yard and a composite best stories we can tell in the CMAR preconstruction process and their deck applied, before the completed units environment,” says Plauche. “We engineering background enabled the were barged to the bridge. listened to the commission staff, the team to provide sound constructability designer, Volkert, and the owner’s input. Plauche says, “We have a built-in The CMAR team mentality was critical representative, Huval & Associates, and appreciation for how changes impact to the decision to do as much work truly acted as one team. We met their design. That better enables us to suggest as possible from the water instead of expectations and exceeded their goals. construction solutions that work for both from the bridge deck. Risk mitigation I know it sounds cliché, but that is the the contractor and designer, maximizing for the traveling public, cost risk, and definition of building a project with the benefits to the owner.” safety risk were all addressed before least disruption to all stakeholders.” construction started. “We have a built- Company of Builders in appreciation for how Waterside Construction Plauche sees the CMAR project The most impactful decision for the delivery method as the next step in the changes impact design. causeway project was to incorporate company’s evolution. “In the future, we That better enables us accelerated bridge construction (ABC) techniques and fabricate the bridge see Boh Bros. doing what we do best, employing more innovative methods. to suggest construction deck span modules off site, then We are a company of builders. Many solutions that work for transport them by barge to the bridge from the Boh Bros. facility. The ABC field supervisors have come up through the craft ranks, growing our technical both the contractor and approach enabled pile driving and and construction expertise.” designer, maximizing precast concrete pile cap construction to be performed concurrently and Project delivery methods have been benefits to the owner.” facilitated construction exclusively using slow to change in Louisiana. The marine equipment. With the piles and traditional design-bid-build approach is The team procured advance work caps in place, the crew barged the a good fit for typical everyday projects, packages, expediting items that completed deck units to the site. but for those projects with high levels were approved for fabrication before of complexity, multiple stakeholders, or 100% design completion. Before the “In order to have as little impact on potential funding issues, it makes sense construction contract was executed, a the traveling public as possible, we to move toward design-build, CMAR, or test pile program was initiated, as was came up with the modular scheme to construction manager/general contractor the production of precast, pretensioned install sections coming up from the project delivery methods. concrete girders and concrete cylinder waterside,” explains Plauche. “Using piles. Boh Bros. was ultimately awarded self-propelled modular transporters on “We have always helped our clients the construction contract, and the barges allowed us to set the completed as a team member working for the company guaranteed the maximum deck sections with many motorists good of the project, not adversarial price and schedule duration. unaware we were ever there.” The or self-serving,” says Plauche. “These 8 | ASPIRE Summer 2021
collaborative procurement methods are a natural fit for us and have allowed us “Instead of Boh Bros. Construction Co. to win more projects in the region since the old roll of plans, Boh Bros. Construction Co. is a family- their adoption.” everyone has up-to-date owned, third-generation construction As a contractor that performs much of information, just-in- company based in New Orleans, their own work, Boh Bros. can apply La. Their work includes heavy civil years of experience and lessons learned time, all the time.” construction, piling, marine, utilities, to enhance the owner’s experience. paving, and site work. Since 1909, the “This is how projects should be done. In-House Expertise company has had a lasting impact on With an in-house engineering and We want to be a builder and integral the bridges and byways that connect constructability group comes the project team member, not considered the Gulf Coast. They demonstrate that just another bidder,” explains Plauche. means to quickly solve shoring, rigging, building infrastructure not only supports and other issues that can arise on commerce and commuters but also is Jobsite Technology site. While many of their competitors the backbone of the community. With fewer skilled workers to fill the outsource this service, Boh Bros. has long maintained their own engineering The family name is ubiquitous with demand, construction companies have staff. “Our engineering team knows construction in the New Orleans to do more with less time, less money, our strengths and capabilities, and the metropolitan area. Through the decades, and fewer people. Boh Bros. has preferences of our field personnel. They Boh Bros. has weathered the good adopted innovative methods to mitigate can communicate quickly and work to times and the bad, transforming the the shortage of skilled laborers in the provide custom solutions. I don’t know state’s bridge system, constructing the overall workforce and on their jobsites. anyone else in the area who does it that Ernest N. Morial Convention Center, and In the past, they were able to overcome way,” says Plauche. completing numerous post-Hurricane challenges with huge groups of skilled Katrina repairs, including rebuilding the craftsmen. But with the current and future limits of skilled labor, they have turned Safety First Interstate 10 twin spans. Through their Inside knowledge of preferred methods commitment to quality work and public to technology and finite level planning. also helps Boh Bros. with their safety involvement, the company has earned “While our workforce has decreased in record and minimizes their need the respect of its peers, clients, and number, they have increased in technical to develop new techniques for every community. ability,” explains Plauche. project. “Everything we do starts with “We have embraced technology, a focus on safety. By planning for safety says Plauche. “Despite another layer especially how we communicate among first, the quality results, productivity, and of safety planning, we were quick ourselves and with our customers. We efficiency follow,” says Plauche. to adapt and keep workers safe and are always looking for new ways to make healthy. The challenges posed by the it easier for people in the field.” Using “We prioritize the safety of the pandemic helped combat complacency technology for field collaboration, Boh traveling public and our own people’s and reinforced existing strategies.” Bros. makes use of drones, rugged tablet safety, and everything flows from computers, and ProCore construction that,” he adds. Statistically, 2020 was Boh Bros. has worked for the past management software. “Instead of the the safest year in the company’s long century to complete projects while old roll of plans, everyone has up-to- history. Civil construction was deemed staying dedicated to the team date information, just-in-time, all the an essential industry, and Boh Bros. environment. Plauche says, “While we time,” emphasizes Plauche. Being able to continued work unabated despite can share a thousand pictures of bridges share daily logs, photos, comments, and COVID-19 restrictions. throughout our rich history, we want to requests for information, and providing emphasize our future moving forward clients access to that information, makes “During the pandemic, we were able with innovative project delivery methods all the difference. to keep all of our people working,” and technology.” At 30 ft high, the deck for the new Interstate 10 twin-span bridge is 21 ft higher than the original bridge. Lower-level connections between the super- and substructures are designed to resist uplift forces caused by waves. The new bridge was built with high-performance, high- strength concrete that is more resistant to saltwater corrosion than conventional concrete, and which is expected to provide a 100-year service life (for more details, see the article in the Spring 2011 issue of ASPIRE®.)
PERSPECTIVE Diversity, Equity, and Inclusion How recent social justice movements can have a positive effect on the construction industry by Drew G. Burns, Slag Cement Association Recent events in the United States industry breakdowns show that more term is meant to acknowledge that have prompted various social justice than 30% of Hispanic/Latino workers not all people of color face the same movements to address racial disparities were employed in jobs associated with levels of injustice. within our nation’s systems and production, transportation, materials, institutions. These movements, regardless natural resources, construction, and A helpful analogy used many times is of personal opinions, are ushering in a maintenance. In contrast, just 21.9% that diversity is like being invited to the demand for more transparency from of Black workers were employed in party; inclusion is like being asked to those in power. The American Society of these fields, a statistic that highlights an dance. Inclusion focuses more on who is Association Executives’ ASAE Handbook opportunity to expand hiring efforts in respected, expected, and integrated into of Professional Practices1 includes a list this community. a group, as opposed to just being there. of management trends to watch, which To maximize output, it is critical to pull includes the following: “The need for Because diversity, equity, and inclusion together different perspectives to find organizational transparency will generate (DEI) is a tough and even controversial the best way to get things done. growing demand for information on the subject, many shy away from the topic. ethical implications of the organization’s However, doing so does not help fix Supporting DEI initiatives in our industry decision-making process.” the disparities marginalized groups helps avoid discrimination for all face. As these conversations become marginalized populations. Some types Although they may not seem directly more common, and in turn easier, they of discrimination include: related to construction, these recent often help maximize the effectiveness • disability, movements provide an opportunity to of organizations and increase the • race, consider how creating an inclusive work engagement of team members. • sexual orientation, environment will help maximize our • gender, industry’s potential. As more members Sharing a common terminology is • age, of the Baby Boomer generation retire, helpful when framing discussions of • education level, and the industry is dealing with more jobs ethics and social justice. Diversity Best • income level. to fill and a shrinking talent pool. It is Practices has published an extensive important now more than ever to glossary of terms, 3 including the Creating a DEI plan or incorporating an consider expanding the industry’s following terms and definitions: ethics policy should be a consideration diversity and inclusion initiatives—in • Diversity: Psychological, physical, for every organization. Fortunately, part, to help widen that talent pool. and social differences that occur the construction industry has many Beyond the bottom-line reasons for among any and all individuals. resources available, and initiatives have incorporating these types of programs, • Equity: The guarantee of fair already started. Many companies have regularly having conversations about treatment, access, opportunity, and incorporated aggressive DEI programs diversity and inclusion issues will help advancement while at the same time that can serve as great case studies. foster an environment of openness with striving to identify and eliminate Now is the time to start looking at team members, which has been shown barriers that have prevented the full these resources, implement what works to improve productivity and employee participation of some groups. for our communities, and share our retention. • Inclusion: The act of creating successes and failures. environments in which any individual According to a 2020 report from the or group can be and feel welcomed, Industry associations are hubs for U.S. Department of Labor’s Bureau of respected, supported, and valued to relevant information and resources on Labor Statistics,2 the 2019 demographics fully participate. these subjects and should be leaned of the labor force were white, 77%; • Implicit bias: Negative associations on regularly. Organizations like the Black, 13%; and Asian, 6%. The that people unknowingly hold about ASAE4 and the Council of Engineering report also includes a breakdown by a group of people or individual, and Scientific Society Executives5 have ethnicity, noting that 18% of the labor expressed automatically and without plan and policy templates available to force were Hispanics/Latinos, who conscious awareness. [We all have download. In the last several years, may identify as one or more races; in them; you are not without bias!] communities of practice groups like this case, 89% of Hispanics/Latinos • BIPOC: An acronym for Black, the Women in Concrete Alliance reported as white. Occupation and Indigenous, and People of Color. The and Associated General Contractors 10 | ASPIRE Summer 2021
EDITOR’S NOTE This article on diversity and inclusion as it relates to workforce development is outside the range of topics usually of America’s Diversity and Inclusion Division of Information and Marketing covered in ASPIRE®. However, we felt Council have been working to provide Services. December 2020. “BLS that a perspective on this topic may resources and further initiatives in Reports: Labor Force characteristics give value to our readers. Members of their respective fields. Advancing by Race and Ethnicity, 2019.” https:// National Concrete Bridge Council (NCBC) Organizational Excellence, a consulting www.bls.gov/opub/reports/race-and- work with the broader construction firm with association and corporate ethnicity/2019/home.htm industry and bridge specifiers who clients in our industry, offers a 3. Diversity Best Practices. 2020. are part of federal, state, and local proprietary benchmarking tool as “Glossary of Diversity, Equity and agencies. The Slag Cement Association, well as training and plan resources Inclusion Terms.” https://www. the members of NCBC, and public and specifically for the design and diversitybestpractices.com/sites/ private employers engaged in the bridge construction marketplace.6 diversitybestpractices.com/files/ community are getting more involved in attachments/2020/10/dei_glossary_ diversity, equity, and inclusion initiatives. The construction industry is a unique of_inclusive_terms_updated_ After reading this article, please look sector where we combine science, for_2020_1.pdf for resources and guidance in your local design, natural resources, and 4. American Society of Association area and consider, as the author states, community planning. While it may Executives (ASAE) Center for “incorporating these types of programs sometimes be uncomfortable, we would Association Leadership. n.d. [by] regularly having conversations be doing ourselves a disservice by not “Diversity + Inclusion.” Accessed about diversity and inclusion issues being a part of the conversation to M a y 2 0 , 2 0 2 1 . h t t p s : / / w w w. that will help foster an environment understand how DEI issues impact our asaecenter.org/about-us/diversity- of openness with team members.” We workforce. These social movements, and and-inclusion present this article as a call to action, in turn how we collectively respond, will 5. Council of Engineering and Scientific to do the right thing by expanding impact the people within our industry. Society Executives (CESSE). 2020. the industry’s diversity and inclusion “Diversity, Equity, & Inclusion initiatives, and thus make our industry References Resources.” https://www.cesse.org/ more welcoming to a wider range of 1. Cox, J. B., and S. S. Radwan. 2015. dei-resources our population, providing opportunities ASAE Handbook of Professional 6. Advancing Organizational Excellence to develop and use the talents of many Practices in Association Management, Diversity Equity and Inclusion who may not have previously considered 3rd ed. San Francisco, CA: Jossey- Practice Group website. Accessed working in our bridge industry. Bass. M a y 2 0 , 2 0 2 1 . h t t p s : / / w w w. 2. U.S. Bureau of Labor Statistics, aoeteamdei.com technical knowledge New in Guide Specification for Grouted Post-Tensioning 2019 Specification for Grouting of PT Structures certification ASPIRE Summer 2021 | 11
PERSPECTIVE Perspectives on Structural Behavior and Redundancy: Load Path Redundancy by Dr. Oguzhan Bayrak, University of Texas at Austin EDITOR’S NOTE ON STRUCTURAL BEHAVIORS SERIES Robustness, redundancy, resiliency, and ductility of criterion for acceptable bridge designs. For example, concrete bridges are being discussed by Dr. Bayrak in a concrete breakout failure for embedded anchors is series of Perspective articles that began in the Summer quite brittle, which is recognized in calibration of the 2020 issue of ASPIRE®. This series is seen by ASPIRE as an applicable equations in the AASHTO LRFD specifications. important discussion for the concrete bridge community Furthermore, a more complete understanding of as it begins to consider new materials. These new the actual capacity of a bridge is provided when the materials have properties that differ significantly from system-level robustness is considered. Different types of conventional materials, which may lead to different redundancies are inherent in concrete bridges, such as element behavior. For example, some of the new load transfer between girders; these contribute to the materials exhibit ductile behavior, whereas others do overall robustness of the bridge by providing multilayer not. These differences require new approaches to design, protection against sudden failure. However, quantifying but the framework necessary for establishing these the contribution of these redundancies is not easy. new design approaches is not clearly defined by current Current AASHTO LRFD specifications have simplified design specifications. bridge design by considering only element behavior. Therefore, they do not consider overall system behavior It should be noted that not all potential failure modes and the redundancies that contribute to it. considered in the American Association of State Highway and Transportation Officials’ AASHTO LRFD This article, which is the final article in this series, focuses Bridge Design Specifications are ductile failure modes, on alternate load paths and structural behavior at all so ductility should not be considered as the only levels, from section- to system-level behavior. My article in the Summer 2020 issue this two-cell, post-tensioned concrete at the positive moment region in one of ASPIRE ® initiated a discussion box-girder bridge. Although the of the three spans. In the event of such on structural, load path, and internal superstructure was designed to handle extensive damage, this bridge would redundancies. My subsequent articles a variety of different loads and load benefit from the high torsional strength in the Winter 2021 and Spring 2021 combinations, an accidental vehicle and stiffness that the undamaged issues focused on various aspects of strike damaging one of the two cells cell possesses. In the damaged span, redundancy, resiliency, and robustness of was not explicitly considered in design. one-half of the superstructure would concrete bridges. This article continues be supported as a cantilever from the the discussion by focusing on load-path Let us assume an overheight vehicle undamaged cell and use an alternate redundancy and structural response at striking the bridge would damage all load path that would aid in the transfer the section, member, and structure levels. internal and external tendons of one cell of the weight of the damaged portion, Load-Path Redundancy Load-path redundancy in bridges is the existence of multiple ways in which applied loads can be transferred to the supports. To facilitate a discussion of load-path redundancy, let us consider a couple of examples, beginning with Figure 1. If one cell of a two-cell, three-span continuous post-tensioned concrete a scenario involving a three-span box girder is extensively damaged, the bridge would benefit from the high torsional continuous post-tensioned bridge. strength and stiffness of the undamaged cell and continuity in the longitudinal Figure 1 shows the cross section of direction. Figure: Dr. Oguzhan Bayrak. 12 | ASPIRE Summer 2021
of the box-girder superstructure as well as the concrete bridge rail served to mobilize alternate load paths that prevented structural collapse. In the next example, let us consider a precast and prestressed concrete girder bridge with the deck supported on four girder lines. The simply Figure 2. Severe damage to a two-cell, Figure 3. Severe damage to a prestressed supported span was damaged by post-tensioned concrete box-girder concrete beam bridge caused by an an overheight vehicle strike, severely bridge from an overheight vehicle strike. overheight vehicle strike. Load-path damaging the bottom flange and The stiffness of the remaining box-girder redundancy within the multibeam superstructure prevented structural web of the fascia girder (Fig. 3). system prevented collapse. Photo: Mark collapse. Photo: Kansas Department of The adjacent girder was damaged to a Bloschock. Transportation. lesser extent. Figure 4 illustrates two alternate load paths that likely helped The reinforcement details, use of partial- and any loads placed on it, into the the bridge survive the vehicle strike and depth precast concrete panels, and supports. Although this bridge was associated damage that was not explicitly the like, are all controlled by applicable not designed to accommodate such a considered in the original design. service and strength limit states of the loading scenario, a vehicle strike would American Association of State Highway likely not result in collapse. The alternate Alternate load path 1 (Fig. 4a) requires and Transportation Officials’ AASHTO load path is facilitated by continuity in the deck to work as a cantilever to pick LRFD Bridge Design Specifications. 1 the longitudinal direction, by the well- up the load (from the location marked However, when called upon, the top and distributed post-tensioning layout, and as “a” in Fig. 4a) that was originally bottom mat reinforcement in the deck by the torsional stiffness and strength of supported by the fascia girder (beam will serve to reinforce the cantilever to the undamaged cell. 1) and transfer it to beam 2 (along the transfer the load. Second, bridge rails path marked as “b” in Fig. 4a). Beam 2 are designed for vehicle impact, and Figure 2 shows an example similar to subsequently carries the load to bents 1 their design purpose is to keep vehicles that described in Fig. 1; in this example, and 2 (using the paths marked as “c” in on the bridge. To meet their intended the boom of an excavator that was being Fig. 4a). Alternate load path 2 (Fig. 4b) design function, the rails are crash- transported by truck severed the great involves the overhang portion of the tested to verify their design. Once again, majority of the longitudinal reinforcement deck taking the load (from the location when the need arises, as it does in this near a support. In this case, the stiffness marked as “a” in Fig. 4b) that was vehicle-strike scenario, the rails can serve 1 originally supported by the fascia girder as a substitute for the fascia girder and t Ben (beam 1) over to the bridge rail (along provide an alternate load path, even c the path marked as “b” in Fig. 4b). The when the rails are jointed. Bea m 2 bridge rail now works as the new fascia c girder carrying the load to bents 1 and In summary, a bridge’s actual behavior t 2 Bea b Ben 2 (along the paths marked as “c” in Fig. is dictated by the structural details m 1 4b, although the load may also go back provided in that bridge. For example, a in the aforementioned case, deck into the girder and into the supports at undamaged locations). In reality, the reinforcement that is primarily intended load will be shared by a combination to resist cracking caused by volume of both of these alternate load paths. changes due to temperature and (a) Alternate Load Path 1 shrinkage can readily serve as flexural The member that displays the larger t1 reinforcement in a cantilever. There is no Ben stiffness will attract a greater portion of the load that was originally carried by replacement for good structural details, Bea the fascia girder. robust reinforcement detailing, and m 2 c good conceptual designs. Rai 2 l t Bea c Ben Undoubtedly, the distribution of forces m 1 b is a function of material strengths Section-, Component-, and a as well as the bridge geometry—for System-Level Responses Previous articles in this series focused example, beam spacing, girder depth, on the relationship among the sectional and bridge rail geometry. Depending response, the response of a potential on the aforementioned factors, the rail (b) Alternate Load Path 2 plastic hinge, and the member-level may play a more or less important role response. We also examined the Figure 4. As a result of redundancies, two compared to the slab cantilevering to influence of structural redundancy alternative load paths are available after pick up the load. Having acknowledged on overall response. The previously a fascia girder, represented in the figure that subtlety, we must recognize two discussed overheight vehicle strike as beam 1, is heavily damaged near important points. First, bridge decks are cases provide the framework for our midspan. Figure: Dr. Oguzhan Bayrak. never designed for this type of loading. ASPIRE Summer 2021 | 13
thinking regarding primary (intended) to making decisions on the safe side, Implementation of and secondary (alternate or backup) and understandably so. In many cases, System-Level Behavior load paths in cases where unexpected and especially within the context of The preceding discussion describes conditions challenge a bridge’s ability behavioral failure modes at the element how our design and load-rating to support permanent and applied level, this approach is easy to follow. specifications have recognized the loads. The presence of primary and If one decides to play on the safe side importance of structural, load-path, and secondary load paths results in a robust for every step of the evaluation moving internal redundancies for quite some structural response where a concrete from a cross section to a plastic hinge, time. Next, let us explore an example bridge can make use of a variety of then to a component, and finally to that demonstrates the implementation different load paths under different the system level, an accumulation of of these concepts in our specifications, loading or damage scenarios. Ultimately, conservative assumptions may introduce such as the load rating of segmental the system-level response is the most considerable statistical bias in estimating bridges (See the Spring 2021 issue of important. With that said, there are a the system-level response. ASPIRE for an article on load rating variety of ways to obtain an abundantly segmental bridges.). Table 1 shows that redundant concrete bridge system Alternatively, and as was done in the the system factor ϕs, in this case for displaying a robust structural response. AASHTO Guide Manual for Condition post-tensioned segmental concrete box- The cases discussed previously provide Evaluation and Load and Resistance girder bridges, is a function of several good examples of robust structural Factor Rating (LRFR) of Highway variables, including the bridge type and response where local damage was Bridges,2 a more systematic approach construction method. In effect, the contained and did not progress into aimed at minimizing statistical bias system factor is intended to reflect the structural collapse. and targeting appropriate levels of presence of alternate load paths and reliability (as measured by reliability give credit to more-redundant structural The AASHTO LFRD specifications were index β) for the inventory (design) rating systems. The second column shows that calibrated using a reliability-based (β = 3.5) and operating (load rating) the determinacy (structural redundancy) methodology to ensure a reasonably rating (β = 2.5) can be used. Concepts influences the system factor, with the uniform level of component safety. For underpinning the philosophy adopted third column explicitly indicating the typical concrete bridge systems ranging in the AASHTO LRFR, and later in the reasoning. For example, a statically from simple to complex, there is a AASHTO Manual for Bridge Evaluation,3 determinate span needs to form one relationship between the component- are discussed in many publications. hinge to establish a collapse mechanism; level and system-level responses. In a Weed 4 provides a concise discussion an end span of a continuous unit needs reliability-based framework, accurate of this topic. There are a number of to form two. (For details on plastic capacity estimations with minimal additional guidance documents hinges, see the article in this series statistical bias, both for load and that acknowledge and implement in the Winter 2021 issue of ASPIRE.) deformation capacities, will lead to a reliability-based framework to load With respect to internal redundancy, as better estimations at the system level. rate concrete bridges. For example, the seen in the last columns of the table, Florida Department of Transportation as the number of tendons in each web The importance of minimizing statistical commissioned studies to establish increases, so does ϕs. Furthermore, the bias cannot be overemphasized. rational load-rating procedures for their impact of this redundancy on ϕs is quite Engineers are typically predisposed segmental and spliced girder bridges.5,6 significant and is nonlinear, as can be Table 1. System factors for single-cell, post-tensioned segmental concrete box-girder bridges Number of System factors (ϕs) Bridge type Span type hinges to Number of tendons per web failure 1 2 3 4 Precast balanced-cantilever, Interior span 3 0.90 1.05 1.15 1.20 Type A joints End or hinge span 2 0.85 1.00 1.10 1.15 Statically determinate 1 n/a 0.90 1.00 1.10 Precast span-by-span, Interior span 3 n/a 1.00 1.10 1.20 Type A joints End or hinge span 2 n/a 0.95 1.05 1.15 Statically determinate 1 n/a n/a 1.00 1.10 Precast span-by-span, Interior span 3 n/a 1.00 1.10 1.20 Type B joints End or hinge span 2 n/a 0.95 1.05 1.15 Statically determinate 1 n/a n/a 1.00 1.10 Cast-in-place balanced-cantilever Interior span 3 0.90 1.05 1.15 1.20 End or hinge span 2 0.85 1.00 1.10 1.15 Statically determinate 1 n/a 0.90 1.00 1.10 Note: For box-girder bridges with three or more webs, table values may be increased by 0.10. Adapted by Dr. Oguzhan Bayrak from references 2, 5, and 6. 14 | ASPIRE Summer 2021
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