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  • Evaluation of European Rapid-Setting Concrete Products for Airfield Repairs

    Abstract: The USAF is assessing European cementitious repair products to certify them for spall and crater repairs on airfield pavements. As part of this ef-fort, the USAF asked the US Army Engineer Research and Development Center (ERDC) to evaluate and test three European-manufactured rapid-setting materials at the Silver Flag Exercise Site, Ramstein Air Base, Germany. ERDC evaluated and tested two cementitious products manufactured by Concretum, a company in Switzerland (country code CH), and one product, AC Concrete Rapid Set, from CTS Cement Manufacturing Corporation. The product was provided by Korodur International, a German (country code DE) distributor. Rapid pavement repair activities are critical to economically and efficiently sustaining airfield operations with existing pavement infrastructure. Repairing spalls and craters in Portland cement concrete airfield pavements will help lower repair costs from aircraft impact damage and prolong the service life of the pavement, ultimately saving money over its lifespan. Numerous partial-depth spall and full-scale crater repairs were constructed along existing inner and outer slab joints and backfilled with rapid-setting cementitious repair products following manufacturer mixing requirements.
  • Fiscal Year 24 Sustainable Design and Development Support Order: Identifying Building Electrification and Decarbonization Opportunities for Army Leadership in Energy and Environmental Design (LEED) Projects

    Abstract: In fiscal year 2024, the Army advanced its strategic goals for resilient and sustainable building design, certifying 12 new Leadership in Energy and Environmental Design (LEED) projects and reaching a total of 899 LEED-certified projects since 2006. Key findings of this report reflect the Army’s alignment with updated LEED prerequisites, including increased energy performance standards and new green-house gas emissions metrics. The ongoing challenges in decarbonization and electrification, including increased construction costs and maintenance uncertainties, underscore the need for early integrative planning and improved data collection. The report highlights the best practices and technology solutions that are critical for reducing carbon footprints and enhancing operational resilience for the purpose of closing implementation gaps in complying with new policy, such as the Department of the Army Policy Guidance on Resilient Buildings released 27 March 2024 and the 29 March 2023 DoD memorandum on Electrification of Standard Building Operations. The report also emphasizes the importance of early LEED documentation to improve certification outcomes. With the upcoming LEED v5 release and evolving Army policies, this year’s progress sets a strong foundation for further implementation of electrification and sustainability efforts in alignment with Army resiliency goals.
  • Field Demonstration of Magnesium Phosphate Concrete Pavement Repairs for Resilience to Heat and Petroleum, Oils, and Lubricants Exposure

    Magnesium phosphate concrete (MPC) represents a possible alternative to portland cement concrete (PCC) that may be more resilient to unique types of distress created by aircraft operated by the United States Armed Forces. Aircraft such as the V-22 Osprey expose airfield pavement to petroleum, oils, and lubricants (POL) as well as surface temperatures up to 400°F. These conditions cause damage to the surface of concrete pavements, resulting in the exposure of aggregates, erosion of the surface, and the creation of foreign object debris. The US Army Engineer Research and Development Center (ERDC) has developed a nonproprietary MPC mixture, which in this study was refined and used to implement full and partial-depth repairs of a V-22 parking apron experiencing heat and POL damage at Cannon Air Force Base.
  • Fort Phantom Power System Analysis-Case Studies for Notional Power Resource Mixes and Energy Storage : Results Produced Using the Analysis of Microgrid Performance, Reliability, and Resilience (AMPeRRe) Computational Model

    Abstract: Analysis of Microgrid Performance, Reliability, and Resilience (AMPeRRe) is a computational model that provides quantitative results to installations and remote communities that inform them of the objectives they can achieve. Results provided by this model lead to reliable intermittent power resource implementation, optimize the set of resources within a power system, and improve reliability and resiliency outcomes. This technical report provides an example of the analysis results AMPeR-Re can produce to quantify the expected benefits and trade-offs of incorporating different power resources and energy storage in a power system. Fort Phantom, a notional installation, was used as the testbed to produce these results. The AMPeRRe model forecasts outcomes such as the power availability, fuel consumption, duty cycle, and excess energy of different power resource investment scenarios. The results produced by this model are based on notional stages of development for the Fort Phantom Consolidated Maintenance Activity (CMA) power system. This technical re-port also pro-vides an expanded set of results and comparison of outcomes from different quantities of incorporated power resources. These results can aid business case development for power systems and enable efficient, informed development.
  • US Army Water Reuse: 2023 Survey of Wastewater Reuse at US Army Installations

    Abstract: The US Army Corps of Engineers, Engineer Research and Development Center, Construction Engineering Research Laboratory (USACE ERDC-CERL), partnered with the US Army Material Command (HQAMC G4) to collect information on water use and wastewater to understand water re-use at the installation level by distributing a water reuse questionnaire. From May to September 2023, ERDC-CERL compiled the 98 responses received from all Army installations and established the following baseline data for water reuse: the US Army produces 35.9 million gallons per day (MGD) of effluent, 30.4 MGD of which receives a minimum of secondary treatment making it potentially eligible for reuse, however the US Army currently only reuses 4.51 MGD. Current reuse practices save the Army up-wards of $751,849 every month in potable water cost offsets; however, the Army could potentially save approximately $4.3 million every month if they expanded their water reuse to its current full capacity (including re-use of effluent receiving secondary or tertiary treatment). This project will be foundational for continual studies of water reuse in the Army. It will aid in creating installation energy and water plans (IEWPs), in developing a proposed geospatial dashboard tool, and in further water reuse projects with other Department of Defense departments.
  • Train Loadings on Bridges for US Army Installations: Guidance

    Abstract: Railroad bridges on US Army installations must be rated to determine the safe load limits for the trains that utilize them. In addition to the standard Cooper E-80 loading required by the Federal Railroad Administration, specific locomotives and railcars that use the bridges must also be considered in the load ratings. For that purpose, this report documents the authors’ efforts to compile detailed dimensional- and axle-loading data on all Army-owned locomotives and railcars and then to develop a set of Army-specific rail equipment loadings for use in bridge load ratings. This report provides a detailed description of the data compilation and load development process that resulted in the Army-specific rail equipment loadings.
  • Naval Expeditionary Runway Reconstruction Criteria: Evaluation of Full-Depth Reclamation for P-8 Aircraft Operations

    Abstract: A structurally failed asphalt pavement section was reconstructed to investigate the full-depth reclamation (FDR) technique. The full-scale FDR pavement section consisted of six different test items containing different FDR material blends, a minimum asphalt layer thickness (i.e., 2 in. and 3 in.), and FDR-surface pavements (i.e., asphalt-surfaced and unpaved pavements). The FDR layers were stabilized with a combination of an asphalt emulsion and Portland cement. A heavy vehicle simulator was employed to simulate the loading conditions of the P-8 Poseidon aircraft. The performance of the full-scale pavement section before and after the FDR reconstruction was compared. The FDR technique was satisfactorily implemented to restore the structural capacity of a failed asphalt pavement. The pavements with FDR layers yielded at least two times more allowable passes than the conventional pavements. The FDR-surface pavement sections also demonstrated structural competency to support the expedient operation of heavy aircraft. The performance data generated from this project must be implemented to improve current practices in the design and evaluation of airfield asphalt pavements containing an FDR layer.
  • Preliminary Study for Rapid Ground Stabilization

    Abstract: The Army has a need to rapidly repair heavily damaged low-volume roads. This report describes the literature review, laboratory study, and preliminary technology evaluation for potential rapid road rehabilitation materials and equipment. The objective was to identify and evaluate equipment, materials, and techniques for rapid road repair. This phase of the study focuses on rapid stabilizers that, when added to native soil, could improve bearing capacity. Lightweight equipment and attachments were assessed for their ability to effectively excavate and place geomaterials. Several commercial soil stabilizers were identified that could meet strength requirements. Equipment attachments for a compact track loader were deemed most suitable for executing rapid repairs.
  • Evaluation of Commercial Cementitious Rapid-Setting Materials and Testing Protocol for Repairing Airfield Spalls

    Abstract: The Pavement Repair Material Certification Program assists the US Air Force Civil Engineer Center by executing independent testing on select commercial cementitious proprietary products to repair partial-depth spalls in airfield concrete pavements. The selection of cementitious rapid-setting repair products can be difficult for military personnel considering the number of commercially available proprietary products. Too often, many product manufacturers highlight product strengths while masking undesirable properties. The purpose of this research was to evaluate selected commercially manufactured cementitious products through a series of laboratory testing protocols. These protocols were established to aid airfield managers and repair teams in selecting optimal airfield pavement spall repair materials by maintaining a database of approved products. Under the program, approximately four to six repair products are tested annually. This report presents the laboratory test methods and results of cementitious rapid-setting repair products tested at the US Army Engineer Research and Development Center from 2018 to 2022. The report also evaluates the overall test methods for assessing a material’s suitability for airfield spall repairs. Using the laboratory evaluation, eight products were identified as compatible for partial-depth airfield pavement concrete spall repairs.
  • Evaluation of Tekcrete Fast for Airfield Pavement Repairs

    Abstract: Tekcrete Fast is a deployable, high-strength cementitious product with rapid bonding force that was initially developed to provide stability for structures damaged by seismic activity and explosives. The product was evaluated by researchers at the US Army Engineer Research and Development Center for its ability to execute necessary force projection and resilient infrastructure repairs for the US military without major negative impacts to the mission. Full-scale testing of the rapidly emplaced calcium-sulfoaluminate (CSA) concrete product was completed to identify the sustainability and strength of the material with military aircraft traffic. The CSA concrete mixture was designed for dry-mix shotcrete applications and adapted to be placed conventionally (cast-in-place) using a portable skid steer concrete mixer. This report presents a technical evaluation of the field performance of full-depth concrete repairs conducted using the cast-in-place Tekcrete Fast material in a portable concrete mixer. Passes-to-failure rates for each repair were determined using an F-15E load cart. Results indicated that Tekcrete Fast meets the military’s criteria for being an expedient pavement repair solution.