Concert recording 2022-11-17

[Track 1]. Viking Horn Trio, No. 8, “The Sacred Oak Tree” / Robert Martin -- [Track 2]. Dorn Horn Trio. 1. Maestoso ; 3. Moving right along / Fred W. Teuber -- [Track 3]. Concerto in C minor, op. 8. Allegro molto / Franz Strauss -- [Track 4]. Selected duets for horn. Moderato ; Cantabile / Voxman -- [Track 5]. Romance, op. 67 / Camille Saint-Saëns -- [Track 6]. Four Duets for Horn. 1. Introduction ; 2. Watlz ; 4. Intermezzo / Kerry Turner -- [Track 7]. Three for Five. 1-3 / James Naigus -- [Track 8]. Benedixti / Giovanni Gabrielli -- [Track 9]. Let Me Fly / arr. Robert Cormier ; Chris Dorner

Concert recording 2022-11-17

[Track 1]. Viking Horn Trio, No. 8, “The Sacred Oak Tree” / Robert Martin -- [Track 2]. Dorn Horn Trio. 1. Maestoso ; 3. Moving right along / Fred W. Teuber -- [Track 3]. Concerto in C minor, op. 8. Allegro molto / Franz Strauss -- [Track 4]. Selected duets for horn. Moderato ; Cantabile / Voxman -- [Track 5]. Romance, op. 67 / Camille Saint-Saëns -- [Track 6]. Four Duets for Horn. 1. Introduction ; 2. Watlz ; 4. Intermezzo / Kerry Turner -- [Track 7]. Three for Five. 1-3 / James Naigus -- [Track 8]. Benedixti / Giovanni Gabrielli -- [Track 9]. Let Me Fly / arr. Robert Cormier ; Chris Dorner

Development of Freeway Corridor Capacity Measure to Improve Transportation Resilience

69A3551747130Conventional methods to assess the quality of service on freeways are based on the comparison of a specific peak hour traffic demand to the capacity of the facility, which is usually measured at a single uniform bottleneck section. However, estimating the quality of service of one bottleneck section may not be sufficient to assess the performance of an entire freeway facility. A driver travelling along a freeway corridor may actually encounter multiple flow breakdowns at independent bottleneck sections, which affect the overall quality of service. This paper introduces a comprehensive approach that considers an entire freeway corridor as a system consisting of successive independent bottlenecks with different characteristics and can be used to estimate the optimum sustainable volume. The methodology is based on the Sustained Flow Index (SFI), which is defined as the product of traffic volume and the probability of survival at this volume. Optimum volumes of two real-world corridors are estimated based on the new derivations. The empirical results reveal that the optimum volume and the capacity of an entire corridor is less than those of its most restrictive bottleneck

Characterization of Asphalt Binders Exposed to Extreme Temperatures through Simple and Effective Test Methods

DTRT13-G-UTC36In the Arkansas State University (ASU) study, Superpave and Multiple Stress Creep and Recovery (MSCR) tests were performed to evaluate viscoelastic properties of selected asphalt binders approved in Arkansas and Texas. A total of 65 binder samples were tested in the laboratory. Of these, eight were unmodified binders, 24 were polymer-modified binders (PMBs), 27 were warm mix asphalt (WMA)-additive modified, and 6 were reclaimed asphalt pavement (RAP) modified binders. The non-recoverable compliance and MSCR percent recovery data of the tested binders were analyzed for grading and establishing the MSCR percent recovery criteria for local service temperature and traffic conditions. The developed guidelines are expected to be helpful for transportation agencies in Arkansas and Texas to adopt the MSCR test method in their quality control process. In the University of Oklahoma (OU) study, the polymer-modified binders were found to meet the Superpave\uae specifications and exhibited satisfactory rutting and fatigue resistance. The high- and low-temperature performance grade (PG) grades of the RAP binder blends were observed to increase with an increase in the RAP binder content. From the MSCR test results, the minimum %Recovery requirement based on the Jnr criteria suggested in American Association of State Highway and Transportation Officials (AASHTO) TP 70 was found to be appropriate for differentiating polymer-modified binders from non-polymer modified binders. Also, the addition of a higher stress level, such as 10 kPa to the MSCR test method, was found to help understand the nonlinear viscoelastic behavior of the polymer-modified binders. Furthermore, the Jnr value decreased and MSCR grades increased with an increase in the amount of RAP binder, which indicated an improved resistance to rutting for the RAP binder blends. The rutting and moisture susceptibilities of the asphalt mixes with high RAP content were found to be satisfactory from Hamburg Wheel Tracking (HWT) tests. A comparison of the Superpave\uae, MSCR and HWT test results is also presented in this report. In the Louisiana Tech University (LTU) study, the extensional deformation behavior of PG binders 58-28, PG 64-22, and PG 76-22 and its parameters including geometry and temperature were investigated through an extensional rheological approach using a Dynamic Shear Rheometer (DSR)-based Sentmanat Extensional Rheometer (SER). A test method and a sample preparation procedure for asphalt binders were developed as a replacement to the conventional force ductility test. With a more reproducible, significantly less material and time consuming, and with a more mechanistic approach, the developed novel test method can help improve the durability of modified asphalt pavements

Recent developments on the STAR detector system at RHIC

The STAR detector system is designed to provide tracking, momentum analysis and particle identification for many of the mid-rapidity charged particles produced in collisions at the RHIC collider. A silicon vertex detector (SVT) provides three layers of tracking near the interaction point. This is followed by the main time projection chamber (TPC), which continues tracking out to 200 cm radial distance from the interaction region. The detector design also includes an electromagnetic calorimeter, various trigger detectors, and radial TPCs in the forward region. The entire system is enclosed in a 0.5 T solenoid magnet. A progress report is given for the various components of the STAR detector system. The authors report on the recent developments in the detector proto-typing and construction, with an emphasis on the main TPC, recent TPC cosmic ray testing and shipping to Brookhaven National Laboratory

Mortality and pulmonary complications in patients undergoing surgery with perioperative SARS-CoV-2 infection: an international cohort study

Background: The impact of severe acute respiratory syndrome coronavirus 2 (SARS-CoV-2) on postoperative recovery needs to be understood to inform clinical decision making during and after the COVID-19 pandemic. This study reports 30-day mortality and pulmonary complication rates in patients with perioperative SARS-CoV-2 infection. Methods: This international, multicentre, cohort study at 235 hospitals in 24 countries included all patients undergoing surgery who had SARS-CoV-2 infection confirmed within 7 days before or 30 days after surgery. The primary outcome measure was 30-day postoperative mortality and was assessed in all enrolled patients. The main secondary outcome measure was pulmonary complications, defined as pneumonia, acute respiratory distress syndrome, or unexpected postoperative ventilation. Findings: This analysis includes 1128 patients who had surgery between Jan 1 and March 31, 2020, of whom 835 (74·0%) had emergency surgery and 280 (24·8%) had elective surgery. SARS-CoV-2 infection was confirmed preoperatively in 294 (26·1%) patients. 30-day mortality was 23·8% (268 of 1128). Pulmonary complications occurred in 577 (51·2%) of 1128 patients; 30-day mortality in these patients was 38·0% (219 of 577), accounting for 81·7% (219 of 268) of all deaths. In adjusted analyses, 30-day mortality was associated with male sex (odds ratio 1·75 [95% CI 1·28–2·40], p\textless0·0001), age 70 years or older versus younger than 70 years (2·30 [1·65–3·22], p\textless0·0001), American Society of Anesthesiologists grades 3–5 versus grades 1–2 (2·35 [1·57–3·53], p\textless0·0001), malignant versus benign or obstetric diagnosis (1·55 [1·01–2·39], p=0·046), emergency versus elective surgery (1·67 [1·06–2·63], p=0·026), and major versus minor surgery (1·52 [1·01–2·31], p=0·047). Interpretation: Postoperative pulmonary complications occur in half of patients with perioperative SARS-CoV-2 infection and are associated with high mortality. Thresholds for surgery during the COVID-19 pandemic should be higher than during normal practice, particularly in men aged 70 years and older. Consideration should be given for postponing non-urgent procedures and promoting non-operative treatment to delay or avoid the need for surgery. Funding: National Institute for Health Research (NIHR), Association of Coloproctology of Great Britain and Ireland, Bowel and Cancer Research, Bowel Disease Research Foundation, Association of Upper Gastrointestinal Surgeons, British Association of Surgical Oncology, British Gynaecological Cancer Society, European Society of Coloproctology, NIHR Academy, Sarcoma UK, Vascular Society for Great Britain and Ireland, and Yorkshire Cancer Research

Unsaturated Characteristics of Fouled Ballast to Support In Situ Identification of Fouling Using Ground Penetrating Radar \u2013 Phase II

The Federal Railroad Administration funded researchers from Kansas State University and the University of Arkansas to establish the electromagnetic, suction, and strength characteristics of fouled ballast as a function of the fouling material and volumetric water content. The team previously established the unsaturated characteristics of various fouling materials and preliminary large scale strength measurements in Phase I. In Phase II, researchers developed a custom electromagnetic sensor. The two research teams conducted experiments from October 2020 through January 2022. They worked with two types of clean ballast and specimens of fouled granitic ballast comprised of various percentages of four fouling materials over a range of volumetric water contents. Ultimately, the team showed the potential for broad spectrum complex impedance measurements to support ground penetrating radar in the field with a full wave form inversion to rapidly identify the type of fouling, degree of fouling, and loss of strength due to fouling

Impacts of Moisture on Asphalt Properties [Supporting Dataset]

69A3551747106National Transportation Library (NTL) Curation Note: As this dataset is preserved in a repository outside U.S. DOT control, as allowed by the U.S. DOT's Public Access Plan (https://doi.org/10.21949/1503647) Section 7.4.2 Data, the NTL staff has performed NO additional curation actions on this dataset. The current level of dataset documentation is the responsibility of the dataset creator. NTL staff last accessed this dataset at its repository URL on 2022-11-11. If, in the future, you have trouble accessing this dataset at the host repository, please email [email protected] describing your problem. NTL staff will do its best to assist you at that time.Stripping related moisture damage has been recognized as one of the major pavement distresses since the early 1990s. The main objective of this study is to establish an effective test protocol to quantify moisture susceptibility of asphalt pavements. To this end, selective test methods (Texas Boiling test, Tensile Strength Ratio, Retained Stability, and Hamburg Wheel Test), and procedures based on surface chemistries and molecular-level mechanistic properties have been investigated in this study. Firstly, a comprehensive list of literature related to moisture damage in asphalts was reviewed. Based on the literature review, a detailed project plan and test matrix were developed. Binder samples originated from two different crude sources were collected. The moisture resistance related tests such as static contact angle measurements and Texas Boiling tests were conducted. Besides, asphalt binders\u2019 nanomechanical properties using an Atomic Force Microscopy (AFM) and surface chemistries using a static contact were evaluated in the laboratory. Based on limited test data and analysis, it is concluded that there does not exist any single test method that all agencies are comfortable and equipped to follow in their daily work as each technique has some merits and demerits. However, the Texas Boiling test is found to be the simplest method that requires minimal time and resources. On the other hand, surface chemistry and atomic force microscope-based techniques are becoming popular among researchers and pavement professionals. Findings of this study are expected to help ARDOT in selecting an appropriate moisture resistance test method that is simple, reliable, and easy to implement in their routine work. The total size of the described zip file is 40.8 KB. Docx files are document files created in Microsoft Word. These files can be opened using Microsoft Word or with an open source text viewer such as Apache OpenOffice. Files with the .xlsx extension are Microsoft Excel spreadsheet files. These can be opened in Excel or open-source spreadsheet programs

Use of Rice Hull Ash (RHA) as a Sustainable Source of Construction Material [Supporting Dataset]

69A3551747106National Transportation Library (NTL) Curation Note: As this dataset is preserved in a repository outside U.S. DOT control, as allowed by the U.S. DOT's Public Access Plan (https://doi.org/10.21949/1503647) Section 7.4.2 Data, the NTL staff has performed NO additional curation actions on this dataset. The current level of dataset documentation is the responsibility of the dataset creator. NTL staff last accessed this dataset at its repository URL on 2022-11-11. If, in the future, you have trouble accessing this dataset at the host repository, please email [email protected] describing your problem. NTL staff will do its best to assist you at that time.With the imminent shortage of natural resources, the need to find sustainable development is the highest in recent history. Therefore, this study examines the potential uses of Rice Hull Ash (RHA) as a sustainable cementitious material (SCM) in preparation of concrete. This study also assesses the use of RHA as an alternative of commonly used polymers in preparing high-grade asphalt binders. RHA is a potential sustainable solution because it is currently being treated as an agricultural waste material, yet its high silica content makes it a potential construction material. Three different sizes of RHA (600 \u3bcm, 150 \u3bcm, and 44 \u3bcm) with two different partial replacement percentages (10% and 20%) of type I Ordinary Portland Cement (OPC) were considered to prepare concrete and mortar samples. For the comparative analysis, two more SCM materials, namely, class C fly ash (CFA) and silica fume (SF), were also incorporated in this study. The results of the fresh concrete tests (slump, unit weight, air entrainment) and hardened concrete tests (e.g., compressive, tensile, flexural strength) have suggested that with a 10% replacement of OPC using finer RHA- modified concrete exhibits the improvement of concrete properties compared to the regular concrete. Based on limited test data of RHA-modified binders, RHA appears to be a viable alternative of commonly used polymers. The total size of the described zip file is 44.3 KB. Docx files are document files created in Microsoft Word. These files can be opened using Microsoft Word or with an open source text viewer such as Apache OpenOffice. Files with the .xlsx extension are Microsoft Excel spreadsheet files