Concrete Pavement Mixture Design and Analysis (MDA): Evaluation of the Fresh and Hardened Properties of Concrete Mixtures Containing Permeability-Reducing Admixtures to Develop Standard Test Protocol, 2014

Concrete durability may be considered as the ability to maintain serviceability over the design life without significant deterioration, and is generally a direct function of the mixture permeability. Therefore, reducing permeability will improve the potential durability of a given mixture and, in turn, improve the serviceability and longevity of the structure. Given the importance of this property, engineers often look for methods that can decrease permeability. One approach is to add chemical compounds known as integral waterproofing admixtures or permeability-reducing admixtures, which help fill and block capillary pores in the paste. Currently, there are no standard approaches to evaluate the effectiveness of permeability-reducing admixtures or to compare different products in the US. A review of manufacturers’ data sheets shows that a wide range of test methods have been used, and rarely are the same tests used on more than one product. This study investigated the fresh and hardened properties of mixtures containing commercially available hydrophilic and hydrophobic types of permeability-reducing admixtures. The aim was to develop a standard test protocol that would help owners, engineers, and specifiers compare different products and to evaluate their effects on concrete mixtures that may be exposed to hydrostatic or non-hydrostatic pressure. In this experimental program, 11 concrete mixtures were prepared with a fixed water-to-cement ratio and cement content. One plain mixture was prepared as a reference, 5 mixtures were prepared using the recommended dosage of the different permeability-reducing admixtures, and 5 mixtures were prepared using double the recommended dosage. Slump, air content, setting time, compressive and flexural strength, shrinkage, and durability indicating tests including electrical resistivity, rapid chloride penetration, air permeability, permeable voids, and sorptivity tests were conducted at various ages. The data are presented and recommendations for a testing protocol are provided.

The effect of a period of intensive exercise on the isoform test to detect growth hormone doping in sports.

OBJECTIVE: The major objective of this study was to investigate the effects of several days of intense exercise on growth hormone (hGH) testing using the World Anti-Doping Agencies hGH isoform differential immunoassays. Additionally the effects of circadian variation and exercise type on the isoform ratios were also investigated. STUDY DESIGN: 15 male athletes performed a simulated nine day cycling stage race. Blood samples were collected twice daily over a period of 15days (stage race+three days before and after). hGH isoforms were analysed by the official WADA immunoassays (CMZ Assay GmbH). RESULTS: All measured isoform ratios were far below the WADA decision limits for an adverse analytical finding. Changes in the isoform ratios could not be clearly connected to circadian variation, exercise duration or intensity. CONCLUSIONS: The present study demonstrates that the hGH isoform ratios are not significantly affected by exercise or circadian variation. We demonstrated that heavy, long term exercise does not interfere with the decision limits for an adverse analytical finding.

Development of a Conductometric Test for Frost Resistance of Concrete, HR-272, Phase II, 1986

The purpose of this report is to describe the major research activities during the period of February 1, 1985 - October 30, 1986 for the Iowa Highway Research Board under the research contract entitled "Development of a Conductometric Test for Frost Resistance of Concrete." The objective of this research, as stated in the project proposal, is to develop a test method which can be reasonably rapidly performed in the laboratory and in the field to predict the behavior of concrete subjected to the action of alternate freezing and thawing with a high degree of certainty. In the work plan of the proposal it was stated that the early part of the first year would be devoted to construction of testing equipment and preparation of specimens and the remainder of the year would be devoted to the testing of specimens. It was also stated that the second and third years would be devoted to performance and refinements of tests, data analysis, preparation of suggested specifications, and performance of tests covering variables which need to be studied such as types of aggregates, fly ash replacements and other admixtures. The objective of this report is to describe the progress made during the first 20 months of this project and assess the significance of the results obtained thus far and the expected significance of the results obtainable during the third year of the project.

Détection et prévention de l'état confusionnel aigu chez des personnes âgées à domicile après une hospitalisation ou maladie aiguë récente : une étude clinique randomisée pilote

Background: One third of hospitalized older-adults who developed a delirium are discharged prior to complete resolution of their symptoms. Others may develop symptoms shortly after their hospital discharge or an acute illness. Therefore, strategies for early detection and prevention of delirium at home must be created and implemented. Aims: The aim of the pilot study was two-fold. First, to develop and test the effectiveness of a nursing intervention to detect and prevent delirium among older- adults who were recently hospitalized or had an acute illness. Second, we assessed the feasibility and acceptability of this nursing intervention strategy with this specific population. Methods: A total of 114 patients age 65 and older were recruited in a home health service to participate between February and November 2012. Participants were randomized into an experimental group (n=56) or a control group (n=58). In addition to the control group which only receives standard home care, nursing interventions tailored to detect/prevent delirium were delivered to the experimental group at 5 time points following discharge (at 48 hours, 72 hours, 7 days, 14 days, and 21 days). Socio-demographic characteristics, body mass index, medications, comorbidities, delirium symptoms (Confusion Assessment Method), cognitive impairment (Mini- Mental State Examination) and functional status (Activities of Daily Living) were assessed at study entry (TT). Outcomes of delirium symptoms, cognitive impairment and functional status were assessed after one month (T2). Descriptive and bivariate methods were used to analyse the data. Results: The two groups were similar at baseline. At one month following discharge no statistical differences were observed between groups in terms of symptoms of delirium (p= 0.085), cognitive impairment (p= 0.151) and functional status (p= 0.235). However in the nursing intervention group, significant improvements in cognitive functioning (p= 0,005) and functional status (p= 0,000) as well as decreased delirium symptoms (p=0,003) were observed. The nursing intervention strategy was feasible and well received by the participants. Conclusion: Nursing intervention strategy to detect/prevent delirium appears to be effective but a larger clinical study is needed to confirm these preliminary findings. - Introduction : Un tiers des personnes âgées hospitalisées développent un état confusionnel aigu (ECA) et quittent l'hôpital sans que les symptômes ne soient résolus. D'autres peuvent développer des symptômes d'ECA à domicile après une hospitalisation ou une maladie aiguë. Pour ces raisons, des stratégies de détection et prévention précoces d'ECA doivent être développées, implantées et évaluées. But : Cette étude pilote avait pour but de développer et tester les effets d'une stratégie d'interventions infirmières pour détecter et prévenir l'ECA chez des personnes âgées à domicile après une hospitalisation ou une maladie récente. Dans un deuxième temps, la faisabilité et l'acceptabilité de l'implantation de cette stratégie auprès de cette population spécifique ainsi que de l'étude ont été évaluées. Méthode : Au total 114 personnes 65 ans) ont été recrutées entre février et novembre 2012. Les participants ont été randomisés, soit dans le groupe expérimental (GE, n=56), soit dans le groupe témoin (GT, n=58). En complément des soins usuels, une stratégie d'interventions de détection/prévention d'ECA a été dispensée au GE à 48 heures, 72 heures, 7 jours, 14 jours et 21 jours après le retour à domicile ou une maladie récente. Des données sociodémographiques et de santé (Indice de Masse Corporelle, relevé de la médication, comorbidités), la présence de symptômes d'ECA (Confusion Assessment Method), de troubles cognitifs (Mini évaluation de l'état mental) et de déficit fonctionnel (Activités de la vie quotidienne et instrumentales) ont été évalués à l'entrée de l'étude (T,). L'effet de la stratégie d'interventions a été mesuré sur le nombre de symptômes d'ECA, du déficit/état cognitif (Mini évaluation de l'état mental) et du déficit/état fonctionnel (Activités de la vie quotidienne) après un mois (T2). Des analyses descriptives et bivariées ont été effectuées. Résultats : Les deux groupes étaient équivalents au début de l'étude. Aucune différence significative n'a été retrouvée après un mois entre le GE et le GT par rapport au nombre de symptômes d'ECA (p= 0,085), au déficit cognitif (p= 0,151) et fonctionnel (p= 0,235). Toutefois, une amélioration significative a été observée dans le GE par rapport aux symptômes d'ECA (p= 0,003), aux déficits cognitifs (p= 0,005) et fonctionnels (p= 0,000) à un mois. La stratégie d'interventions s'avère faisable et a été bien acceptée par les participants. Conclusion : La stratégie d'interventions infirmières de détection/prévention d'ECA à domicile semble prometteuse, mais des études cliniques à large échelle sont nécessaires pour confirmer ces résultats préliminaires.

Comparison of interferon-gamma release assay versus tuberculin skin test for tuberculosis screening in inflammatory bowel disease.

OBJECTIVES: Reactivation of latent tuberculosis (TB) in inflammatory bowel disease (IBD) patients treated with antitumor necrosis factor-alpha medication is a serious problem. Currently, TB screening includes chest x-rays and a tuberculin skin test (TST). The interferon-gamma release assay (IGRA) QuantiFERON-TB Gold In-Tube (QFT-G-IT) shows better specificity for diagnosing TB than the skin test. This study evaluates the two test methods among IBD patients. METHODS: Both TST and IGRA were performed on 212 subjects (114 Crohn's disease, 44 ulcerative colitis, 10 indeterminate colitis, 44 controls). RESULTS: Eighty-one percent of IBD patients were under immunosuppressive therapy; 71% of all subjects were vaccinated with Bacille Calmette Guérin; 18% of IBD patients and 43% of controls tested positive with the skin test (P < 0.0001). Vaccinated controls tested positive more often with the skin test (52%) than did vaccinated IBD patients (23%) (P = 0.011). Significantly fewer immunosuppressed patients tested positive with the skin test than did patients not receiving therapy (P = 0.007); 8% of patients tested positive with the QFT-G-IT test (14/168) compared to 9% (4/44) of controls. Test agreement was significantly higher in the controls (P = 0.044) compared to the IBD group. CONCLUSIONS: Agreement between the two test methods is poor in IBD patients. In contrast to the QFT-G-IT test, the TST is negatively influenced by immunosuppressive medication and vaccination status, and should thus be replaced by the IGRA for TB screening in immunosuppressed patients having IBD.

L'implication des cellules de type cellules souches cancéreuses dans la résistance aux drogues du neuroblastome

Le neuroblastome (NB), tumeur spécifique de l'enfant, se situe au second rang en terme de¦fréquence des tumeurs solides dans la population pédiatrique (1). Il dérive des cellules¦primitives de la crête neurale, une population de cellules embryonnaires dotées d'une¦capacité de différentiation en une panoplie de tissus très variés, dont le système nerveux¦sympathique (2). Cette origine explique la très grande hétérogénéité du NB, tant du point de¦vue biologique que clinique (3). Malgré un traitement intensif et multimodal (chirurgie,¦chimiothérapie à haute dose, greffe de moelle osseuse et immunothérapie), seuls 30 % des¦patients de haut risque (stade IV) survivent sans rechute. La forte résistance du¦neuroblastome de haut grade aux diverses thérapies est une des causes probable du¦pronostic sombre de cette tumeur. Les thérapies actuelles étant insuffisamment efficaces, il¦est primordial de comprendre les mécanismes impliqués dans le processus de résistance¦afin d'élaborer de nouveaux traitements, mieux ciblés, capables de contrer toute résistance¦(4).¦Il a été démontré que certains cancers, tels que les tumeurs du poumon, du sein, de la¦prostate ou du colon, possédaient des cellules souches cancéreuses (CSCs) (5). Ces¦dernières, définies comme étant une petite sous-population de cellules malignes, jouent un¦rôle prépondérant dans l'initiation et la progression tumorale. Elles partagent certaines¦propriétés avec les cellules souches physiologiques, telles que la capacité d'autorenouvellement,¦un potentiel de prolifération indéfini, une dépendance à un¦microenvironnement spécifique, une faculté de pluripotence et une résistance accrue aux¦drogues (6). Ce modèle de CSCs a également été étudié pour le NB (7), permettant ainsi¦d'avancer l'hypothèse selon laquelle cette population de CSCs serait responsable de la¦résistance aux chimiothérapies des cellules tumorales du NB.¦Afin de tenter d'éclaircir le caractère résistant aux drogues des CSCs du NB, nous avons¦sélectionné des sous-populations cellulaires résistantes, en traitant par divers agents¦cytotoxiques (cisplatine, doxorubicine, rapamycine et vincristine) cinq lignées différentes de¦neuroblastes. Dans le but d'établir un potentiel enrichissement en CSCs au sein de ces¦sous-populations par rapport aux populations contrôles non traitées, nous avons testé leurs¦fonctions d'auto-renouvellement et de clonogénicité. Ces propriétés ont été respectivement¦mises en évidence par la capacité des cellules à former des sphères de plusieurs¦générations dans des conditions de culture inhibant l'adhésion cellulaire et par la mesure de¦la croissance cellulaire en milieu semi-solide (soft agar assay). Une analyse d'expression¦génique effectuée préalablement par microarray (Human Genome U133Plus 2.0 Affymetrix¦GeneChip oligonucleotide) dans le laboratoire avait révélé une liste de gènes surexprimés¦dans les CSCs, dont fait partie mdr1 (8). Ce gène code la protéine de transport Pgp (Pglycoprotein),¦impliquée dans le mécanisme de résistance (9,10). Une étude par cytométrie¦en flux de l'expression de MDR1 dans nos diverses populations a également été réalisée¦afin de mettre en évidence une potentielle surexpression de ce gène au sein des cellules¦résistantes aux chimiothérapies.

L'aprenentatge continuat de la Fisiologia als ensenyaments de CTA i de NHD: el BONUS-TEST

Podeu consultar la Setena trobada de professorat de Ciències de la Salut completa a: http://hdl.handle.net/2445/43352

L'aprenentatge continuat de la Fisiologia als ensenyaments de CTA i de NHD: el BONUS-TEST

Podeu consultar la Setena trobada de professorat de Ciències de la Salut completa a: http://hdl.handle.net/2445/43352

Sieve Analysis of Combined Aggregate Samples by Different Test Methods, MLR-84-05, 1982

This past winter the sieve analysis of combined aggregate was investigated. This study was given No. 26 by the Central Laboratory. The purpose of this work was to try and develop a sieve analysis procedure for combined aggregate which is less time consuming and has the same accuracy as the method described in I.M. 304. In an attempt to use a variety of aggregates for this investigation, a request was made to each District Materials Office to obtain at least 3 different combined aggregate samples in their respective districts. At the same time it was also requested that the field technician test these samples, prior to submitting them to the Central Laboratory. The field technician was instructed to test each sample as described in method I.M. 304 and also by a modified AASHTO T27 method which will be identified in the report as Method A. The modified AASHTO Method A was identical to T27 with the exception that a smaller sample is used for testing. The field technicians submitted the samples, test results and also comments regarding the modified AASHTO procedure. The general comments of the modified AASHTO procedure were: The method was much simpler to follow; however, it took about the same amount of time so there was no real advantage. After reviewing AASHTO T27, T164, I.M. 304 and Report No. FHWA-RD-77-53 another test method was purposed. Report No. FHWA-RD-77-53 is a report prepared by FHWA from data they gathered concerning control practices and shortcut or alternative test methods for aggregate gradation. A second test method was developed which also was very similar to AASHTO T27, The test procedure for this method is attached and is identified as Method B. The following is a summary of test results submitted by the Field Technicians and obtained by the aggregate section of the Central Laboratory.

Investigation of the Effect of Reheating Asphalts on the Test Results, MLR-84-09, 1984

All noncomplying penetration and absolute viscosity results must be verified before being reported. This verification of test results is done by reheating and retesting the identical sample that is suspect. The District Laboratories are required to submit penetration and absolute viscosity correlation samples to the Central Laboratory. These samples are the identical ones tested by the District Laboratories. When the Central laboratory tests these correlation samples they are also considered to be reheated and retested. Reheating a sample will harden the asphalt to some degree and possibly cause a change in the test results. This investigation was conducted to determine how much change in penetration and absolute viscosity could be expected by reheating and retesting asphalt samples.

Evaluation of Mini Slump Cone Test, MLR-97-01, 2000

Early stiffening of cement has been noted as contributing to workability problems with concrete placed in the field. Early stiffening, normally attributed to cements whose gypsum is reduced to hemi⋅hydrate or anhydrate because of high finish mill temperatures, is referred to as false setting. Stiffening attributed to uncontrolled reaction of C3A is referred to as flash set. False setting may be overcame by extended mix period, while flash setting is usually more serious and workability is usually diminished with extended mixing. ASTM C 359 has been used to detect early stiffening with mixed results. The mini slump cone test was developed by Construction Technology Laboratories (CTL), Inc., as an alternative method of determining early stiffening. This research examined the mini slump cone test procedure to determine the repeatability of the results obtained from two different testing procedures, effect of w/c ratio, lifting rate of the cone, and accuracy of the test using a standard sample.

Evaluation of Hot Mix Asphalt Moisture Sensitivity Using the Nottingham Asphalt Test Equipment, TR-555, 2010

Pavements are subjected to different stresses during their design lives. A properly designed pavement will perform adequately during its design life, and the distresses will not exceed the allowable limits; however, there are several factors that can lead to premature pavement failure. One such factor is moisture sensitivity. AASHTO T 283 is the standard test used in the moisture susceptibility evaluation of asphalt mixtures, but the results of the test are not very representative of the expected behavior of asphalt mixtures. The dynamic modulus test measures a fundamental property of the mixture. The results of the dynamic modulus test can be used directly in the Mechanistic-Empirical Pavement Design Guide (MEPDG) and are considered a very good representation of the expected field performance of the mixture. Further research is still needed to study how the dynamic modulus results are affected by moisture. The flow number test was studied in previous research as a candidate test for moisture-susceptibility evaluation, but the results of that research were not favorable. This research has four main objectives. The first objective of this research is to evaluate the usefulness of the dynamic modulus and flow number tests in moisture-susceptibility evaluation. The second objective is to compare the results to those achieved using the AASHTO T 283 test. The third objective is to study the effect of different methods of sample conditioning and testing conditions. The fourth objective of the research is to study the variability in the test results.

Laboratory Performance Evaluation of CIR-Emulsion and its Comparison Against CIR-Foam Test Results from Phase 2, TR-474, 2009

Currently, no standard mix design procedure is available for CIR-emulsion in Iowa. The CIR-foam mix design process developed during the previous phase is applied for CIR-emulsion mixtures with varying emulsified asphalt contents. Dynamic modulus test, dynamic creep test, static creep test and raveling test were conducted to evaluate the short- and long-term performance of CIR-emulsion mixtures at various testing temperatures and loading conditions. A potential benefit of this research is a better understanding of CIR-emulsion material properties in comparison with those of CIR-foam material that would allow for the selection of the most appropriate CIR technology and the type and amount of the optimum stabilization material. Dynamic modulus, flow number and flow time of CIR-emulsion mixtures using CSS- 1h were generally higher than those of HFMS-2p. Flow number and flow time of CIR-emulsion using RAP materials from Story County was higher than those from Clayton County. Flow number and flow time of CIR-emulsion with 0.5% emulsified asphalt was higher than CIR-emulsion with 1.0% or 1.5%. Raveling loss of CIR-emulsion with 1.5% emulsified was significantly less than those with 0.5% and 1.0%. Test results in terms of dynamic modulus, flow number, flow time and raveling loss of CIR-foam mixtures are generally better than those of CIR-emulsion mixtures. Given the limited RAP sources used for this study, it is recommended that the CIR-emulsion mix design procedure should be validated against several RAP sources and emulsion types.

Examination of Curing Criteria for Cold In-Place Recycling Phase 2: Measuring Temperature, Moisture, Deflection and Distress from CIR Test Section, TR-590, 2009

The previous research performed laboratory experiments to measure the impacts of the curing on the indirect tensile strength of both CIR-foam and CIR-emulsion mixtures. However, a fundamental question was raised during the previous research regarding a relationship between the field moisture content and the laboratory moisture content. Therefore, during this research, both temperature and moisture conditions were measured in the field by embedding the sensors at a midpoint and a bottom of the CIR layer. The main objectives of the research are to: (1) measure the moisture levels throughout a CIR layer and (2) develop a moisture loss index to determine the optimum curing time of CIR layer before HMA overlay. To develop a set of moisture loss indices, the moisture contents and temperatures of CIR-foam and CIR-emulsion layers were monitored for five months. Based on the limited field experiment, the following conclusions are derived: 1. The moisture content of the CIR layer can be monitored accurately using the capacitance type moisture sensor. 2. The moisture loss index for CIR layers is a viable tool in determining the optimum timing for an overlay without measuring actual moisture contents. 3. The modulus back-calculated based on the deflection measured by FWD seemed to be in a good agreement with the stiffness measured by geo-gauge. 4. The geo-gauge should be considered for measuring the stiffness of CIR layer that can be used to determine the timing of an overlay. 5. The stiffness of CIR-foam layer increased as a curing time increased and it seemed to be more influenced by a temperature than moisture content. The developed sets of moisture loss indices based on the field measurements will help pavement engineers determine an optimum timing of an overlay without continually measuring moisture conditions in the field using a nuclear gauge.