Effect of two dosages of Metarhizium anisopliae var. acridum against Rhammatocerus schistocercoides Rehn

The fungus Metarhizium anisopliae var. acridum, strain CG 423, was tested under field conditions against the gregarious grasshopper Rhammatocerus schistocercoides (Rehn) (Orthoptera: Acrididae). Conidia formulated in a racemic mixture of soybean oil and kerosene were sprayed under field conditions using an ultralow-volume hand-held atomizer Ulva Plus adjusted to deliver 2.9 L/ha. Bands composed of 2nd instar nymphs were treated with either 5.0x10(12) or 1.0x10(13) viable conidia/ha. The number of insects in each band was estimated at day one following spraying and by the end of the field trial (15 to 16 days post-treatment). Reductions in population size reached, in average, 65.8% and 80.4% for bands treated with the higher and lower dosage, respectively. For both dosages, total mortality rates of insects collected at two days post-application, and kept in cages for 14 days under lab conditions, showed no significant differences as compared to that obtained with insects collected immediately after spraying. Healthy insects were fed to native grasses sprayed on the field with 1.0x10(13) viable conidia/ha. Mortality levels of the nymphs fed on grasses collected two and four days post-application were not affected when compared to nymphs fed on grasses collected immediately following application.

Optimizing Pavement Base, Subbase, and Subgrade Layers for Cost and Performance of Local Roads, TR-640

This report is one of two products for this project with the other being a design guide. This report describes test results and comparative analysis from 16 different portland cement concrete (PCC) pavement sites on local city and county roads in Iowa. At each site the surface conditions of the pavement (i.e., crack survey) and foundation layer strength, stiffness, and hydraulic conductivity properties were documented. The field test results were used to calculate in situ parameters used in pavement design per SUDAS and AASHTO (1993) design methodologies. Overall, the results of this study demonstrate how in situ and lab testing can be used to assess the support conditions and design values for pavement foundation layers and how the measurements compare to the assumed design values. The measurements show that in Iowa, a wide range of pavement conditions and foundation layer support values exist. The calculated design input values for the test sites (modulus of subgrade reaction, coefficient of drainage, and loss of support) were found to be different than typically assumed. This finding was true for the full range of materials tested. The findings of this study support the recommendation to incorporate field testing as part of the process to field verify pavement design values and to consider the foundation as a design element in the pavement system. Recommendations are provided in the form of a simple matrix for alternative foundation treatment options if the existing foundation materials do not meet the design intent. The PCI prediction model developed from multi-variate analysis in this study demonstrated a link between pavement foundation conditions and PCI. The model analysis shows that by measuring properties of the pavement foundation, the engineer will be able to predict long term performance with higher reliability than by considering age alone. This prediction can be used as motivation to then control the engineering properties of the pavement foundation for new or re-constructed PCC pavements to achieve some desired level of performance (i.e., PCI) with time.

The External validity in economic experiments

One of the most important questions regarding experimental economics is the external validity of laboratory experiments. This paper goes through a study that tests the generalizability of a Dictator Game as a laboratory analogue for a naturally occurringdecision-making context of teacher absenteeism. Because lab and naturally-occurring environments systematically differ we then discuss other factors that might strongly affect the choices that individuals make. We conclude that the dichotomy drawn between labexperiments and data collected from natural settings is a false one. A combination of the two would provide deeper and better insights than either separately.

Guidance for Improving Foundation Layers to Increase Pavement Performance on Local Roads, TR-640, 2014

This document is the second of two deliverables for the project Optimizing Pavement Base, Subbase, and Subgrade Layers for Cost and Performance on Local Roads (TR-640). The first deliverable is the 454-page Final Field Data Report. The field data report describes test results and comparative analysis from 16 different portland cement concrete (PCC) pavement sites on local city and county roads in Iowa. At each site the surface conditions of the pavement (i.e., crack survey) and foundation layer strength, stiffness, and hydraulic conductivity properties were documented. The field test results were used to calculate in situ parameters used in pavement design methodologies for AASHTO (1993) and Iowa’s Statewide Urban Design and Specifications (SUDAS). Overall, the results of the study demonstrate how in situ and lab testing can be used to assess the support conditions and design values for pavement foundation layers and how the measurements compare to the assumed design values. This guide summarizes the study results and outlines general guidelines for applying them to optimize pavement bases, subbases, and subgrade layers of local roads with PCC pavements and thus their performance.

Adverse side effects of statins in the oral cavity

Increased plasma levels of cholesterol are high risk factors of cardiovascular disease. Statins are drugs that inhibit cholesterol synthesis at both pancreatic and extrahepathic levels, being the treatment of choice for hypercholesterolemia. Objective: To analyze the side effects of statins in the mouth cavity, and to analyze the symptoms after interruption of the treatment. Design: Observational study, preliminary. Material and methods: Patients aged 50-70, diagnosed with hypercholesterolemia and undergoing treatment with statins, referred from their primary care physician to the dentist"s office. Anamnesis over oral symptoms was performed in the first visit. Statin treatment was discontinued, followed by lab tests and control visits seven and fifteen days later. We monitored the improvement and/or remission of oral symptoms. Statin treatment was resumed, sending out a report of the patient evolution to the PCP. Symptoms were registered in sheet specially designed for the study. Exclusion criteria: patient refusal, use of drugs for dry mouth treatment, Sjögren"s syndrome. Results: n=26 patients. Dry mouth patients: improvement in 17 out of 23 patients (88.5%). Itchiness: 6 out of 15 cases improved (57.7%). Bitterness: improvement in 13 out of 14 patients (53.8%). Cough: improvement in 11 out of 12 patients (46.1%). Discussion: A high percentage of oral symptoms are associated to treatment with statins. There is a marked improvement after temporary interruption of the treatment. Little is known regarding the side effects of oral treatment with statins. This preliminary study includes a relatively small number of patients. The design of experimental treatments will be required to establish a true correlation between statin treatment and oral symptoms

Regulation of frizzled receptor activity at the plasma membrane : an interplay of the receptor, the trimeric G protein Go, and RGS protein and a scaffolding protein Kermit

G-protein-signaling pathways convey extracellular signals inside the cells and regulate distinct physiological responses. This type of signaling pathways consists of three major components: G-protein-coupled receptors (GPCRs), heterotrimeric G proteins (G-proteins) and downstream effectors. Upon ligand binding, GPCRs activate heterotrimeric G proteins to initiate the signaling cascade. Dysfunction of GPCR signaling correlates with numerous diseases such as diabetes, nervous and immune system deficiency, and cancer. As the signaling switcher, G-proteins (Gs, Gq/11, G12/13, and Gi/o) have been an appealing topic of research for decades. A heterotrimeric G-protein is composed of three subunits, the guanine nucleotide associated a-subunit, ß and y subunits. In general, the duration of signaling is determined by the lifetime of activated (GTP bound) Ga subunits. Identification of novel communication partners of Ga subunits appears to be an attractive way to understand the machinery of GPCR signaling. In our lab, we mainly focus on Gao, which is abundantly expressed in the nervous system. Here we present two novel interacting partners of Drosophila Gao: Dhit and Kermit, identified through yeast two-hybrid screening and genetic screening respectively. Dhit is characterized by a small size with a conserved RGS domain and an N-terminal cysteine rich motif. The RGS domain possesses the GAP (GTPase activating protein) activity towards G proteins. However, we found that Dhit exerts not only the GAP activity but also the GDI (guanine nucleotide dissociation inhibitor) activity towards Gao. The unexpected GDI activity is preserved in GAIP/RGS19 - a mammalian homologue of Dhit. Further experiments confirmed the GDI activity of Dhit and GAIP/RGS19 in Drosophila and mammalian cell models. Therefore, we propose that Dhit and its mammalian homologues modulate GPCR signaling by a double suppression of Ga subunits - suppression of their nucleotide exchange with GTP and acceleration of their hydrolysis of GTP. Kermit/GEPC was first identified as a binding partner of GAIP/RGS19 in a yeast two- hybrid screen. Instead of interacting with the Drosophila homologue of GAIP/RGS19 (Dhit), Kermit binds to Gao in vivo and in vitro. The functional consequence of Kermit/Gao interaction is the regulation of localization of Vang (one of the planar cell polarity core components) at the apical membrane. Overall, my work elaborated the action of Gao with its two interaction partners in Gao- mediated signaling pathway. Conceivably, the understanding of GPCR signaling including Gao and its regulators or effectors will ultimately shed light on future pharmaceutical research. - Les voies de signalisation médiées par les protéines G transmettent des signaux extracellulaires à l'intérieur des cellules pour réguler des réponses physiologiques distinctes. Cette voie de signalisation consiste en trois composants majeurs : les récepteurs couplés aux protéines G (GPCRs), les protéines G hétérotrimériques (G-proteins) et les effecteurs en aval. Suite à la liaison du ligand, les GPCRs activent les protéines G hétérotrimériques qui initient la cascade de signalisation. Des dysfonctions dans la signalisation médiée par les GPCRs sont corrélées avec de nombreuses maladies comme le diabète, des déficiences immunes et nerveuses, ainsi que le cancer. Puisque la voie de signalisation s'active et se désactive, les protéines G (Gs, Gq/11, G12/13 et Gi/o) ont été un sujet de recherche attrayant pendant des décennies. Une protéine G hétérotrimérique est composée de trois sous-unités, la sous-unité a associée au nucléotide guanine, ainsi que les sous-unités ß et y. En général, la durée du signal est déterminée par le temps de demi-vie des sous-unités Ga activées (Ga liées au GTP). Identifier de nouveaux partenaires de communication des sous-unités Ga se révèle être un moyen attractif de comprendre la machinerie de la signalisation par les GPCRs. Dans notre laboratoire nous nous sommes concentrés principalement sur Gao qui est exprimée de manière abondante dans le système nerveux. Nous présentons ici deux nouveaux partenaires qui interagissent avec Gao chez la drosophile: Dhit et Kermit, qui ont été identifiés respectivement par la méthode du yeast two-hybrid et par criblage génétique. Dhit est caractérisé par une petite taille, avec un domaine RGS conservé et un motif N- terminal riche en cystéines. Le domaine RGS contient une activité GAP (GTPase activating protein) pour les protéines G. Toutefois, nous avons découvert que Dhit exerce non seulement une activité GAP mais aussi une activité GDI (guanine nucleotide dissociation inhibitor) à l'égard de Gao. Cette activité GDI inattendue est préservée dans RGS19 - un homologue de Dhit chez les mammifères. Des expériences supplémentaires ont confirmé l'activité GDI de Dhit et de RGS19 chez Drosophila melanogaster et les modèles cellulaires mammifères. Par conséquent, nous proposons que Dhit et ses homologues mammifères modulent la signalisation GPCR par une double suppression des sous-unités Ga - suppression de leur nucléotide d'échange avec le GTP et une accélération dans leur hydrolyse du GTP. Kermit/GIPC a été premièrement identifié comme un partenaire de liaison de RGS19 dans le criblage par yeast two-hybrid. Au lieu d'interagir avec l'homologue chez la drosophile de RGS19 (Dhit), Kermit se lie à Gao in vivo et in vitro. La conséquence fonctionnelle de l'interaction Kermit/Gao est la régulation de la localisation de Vang, un des composants essentiel de la polarité planaire cellulaire, à la membrane apicale. Globalement, mon travail a démontré l'action de Gao avec ses deux partenaires d'interaction dans la voie de signalisation médiée par Gao. La compréhension de la signalisation par les GPCRs incluant Gao et ses régulateurs ou effecteurs aboutira à mettre en lumière de futurs axes dans la recherche pharmacologique.

Outcome evaluation of ankle osteoarthritis treatments using spatio-temporal gait parameters and plantar pressure during unconstrained long distance walking : P25

Introduction: Ankle arthrodesis (AD) and total ankle replacement (TAR) are typical treatments for ankle osteoarthritis (AO). Despite clinical interest, there is a lack of their outcome evaluation using objective criteria. Gait analysis and plantar pressure assessment are appropriate to detect pathologies in orthopaedics but they are mostly used in lab with few gait cycles. In this study, we propose an ambulatory device based on inertial and plantar pressure sensors to compare the gait during long-distance trials between healthy subjects (H) and patients with AO or treated by AD and TAR. Methods: Our study included four groups: 11 patients with AO, 9 treated by TAR, 7 treated by AD and 6 control subjects. An ambulatory system (Physilog®, CH) was used for gait analysis; plantar pressure measurements were done using a portable insole (Pedar®-X, DE). The subjects were asked to walk 50 meters in two trials. Mean value and coefficient of variation of spatio-temporal gait parameters were calculated for each trial. Pressure distribution was analyzed in ten subregions of foot. All parameters were compared among the four groups using multi-level model-based statistical analysis. Results: Significant difference (p <0.05) with control was noticed for AO patients in maximum force in medial hindfoot and forefoot and in central forefoot. These differences were no longer significant in TAR and AD groups. Cadence and speed of all pathologic groups showed significant difference with control. Both treatments showed a significant improvement in double support and stance. TAR decreased variability in speed, stride length and knee ROM. Conclusions: In spite of a small sample size, this study showed that ankle function after AO treatments can be evaluated objectively based on plantar pressure and spatio-temporal gait parameters measured during unconstrained walking outside the lab. The combination of these two ambulatory techniques provides a promising way to evaluate foot function in clinics.

Concrete Pavement Mixture Design and Analysis (MDA): Evaluation of Foam Drainage Test to Measure Air Void Stability in Concrete

The stability of air bubbles in fresh concrete can have a profound influence of the potential durability of the system, because excessive losses during placement and consolidation can compromise the ability of the mixture to resist freezing and thawing. The stability of air void systems developed by some air entraining admixtures (AEAs) could be affected by the presence of some polycarboxylate-based water reducing admixtures (WRAs). The foam drainage test provides a means of measuring the potential stability of air bubbles in a paste. A barrier to acceptance of the test was that there was little investigation of the correlation with field performance. The work reported here was a limited exercise seeking to observe the stability of a range of currently available AEA/WRA combinations in the foam drainage test; then, to take the best and the worst and observe their stabilities on concrete mixtures in the lab. Based on the data collected, the foam drainage test appears to identify stable combinations of AEA and WRA.

Produção de palhada de plantas de cobertura e rendimento do feijão em plantio direto

O objetivo deste trabalho foi avaliar a produção de palhada e o efeito de diferentes plantas de cobertura sobre características do feijão, em sistema de plantio direto, em Diamantina, MG. O experimento foi instalado num Neossolo Quartzarênico Órtico típico, utilizando-se o delineamento em blocos ao acaso e três repetições. Os tratamentos constituíram-se de: Brachiaria decumbens, B. brizantha, Panicum maximum cv. Tanzânia, P. maximum cv. Mombaça, Mucuna aterrima, Calopogonio mucunoides cv. Calopogônio, Dolichos lab lab, Cajanus cajan, Crotalaria juncea, pousio e testemunha, sobre os quais foi cultivado feijão cv. Talismã. Avaliou-se a massa de matéria seca das plantas de cobertura e, no feijoeiro, estande de plantas, número de sementes, número de vagens, número de sementes por vagem, altura de plantas, peso de 100 sementes e produtividade. Não houve diferença significativa entre os tratamentos para as variáveis número de sementes, número de vagens, número de sementes por vagem e altura das plantas. Os maiores valores de peso de 100 sementes e de produtividade de feijão foram obtidos nas parcelas com as gramíneas P. maximum cv. Mombaça, B. brizantha, B. decumbens e P. maximum cv. Tanzânia, que também produziram quantidade suficiente de matéria seca para viabilizar o sistema de plantio direto de feijão.

Alkali Content of Fly Ash – Measuring and Testing Strategies for Compliance, TR-628, 2015

Sodium and potassium are the common alkalis present in fly ash. Excessive amounts of fly ash alkalis can cause efflorescence problems in concrete products and raise concern about the effectiveness of the fly ash to mitigate alkali-silica reaction (ASR). The available alkali test, which is commonly used to measure fly ash alkali, takes approximately 35 days for execution and reporting. Hence, in many instances the fly ash has already been incorporated into concrete before the test results are available. This complicates the job of the fly ash marketing agencies and it leads to disputes with fly ash users who often are concerned with accepting projects that contain materials that fail to meet specification limits. The research project consisted of a lab study and a field study. The lab study focused on the available alkali test and how fly ash alkali content impacts common performance tests (mortar-bar expansion tests). Twenty-one fly ash samples were evaluated during the testing. The field study focused on the inspection and testing of selected, well documented pavement sites that contained moderately reactive fine aggregate and high-alkali fly ash. A total of nine pavement sites were evaluated. Two of the sites were control sites that did not contain fly ash. The results of the lab study indicated that the available alkali test is prone to experimental errors that cause poor agreement between testing labs. A strong (linear) relationship was observed between available alkali content and total alkali content of Class C fly ash. This relationship can be used to provide a quicker, more precise method of estimating the available alkali content. The results of the field study failed to link the use of high-alkali fly ash with the occurrence of ASR in the various concrete sites. Petrographic examination of the pavement cores indicated that Wayland sand is an ASR-sensitive aggregate. This was in good agreement with Iowa DOT field service records. It was recommended that preventative measures should be used when this source of sand is used in concrete mixtures.

Evaluation of Gap-Graded Asphalt Concrete Mixtures Part II: Statistical Design and Analysis, HR-157, 1973

This report presents the results of a comparative laboratory study between well- and gap-graded aggregates used in asphalt concrete paving mixtures. A total of 424 batches of asphalt concrete mixtures and 3, 960 Marshall and Hveem specimens were examined. The main thrust of the statistical analysis conducted in this experiment was in the calibration study and in Part I of the experiment. In the former study, the compaction procedure between the Iowa State University Lab and the Iowa Highway Commission Lab was calibrated. By an analysis of the errors associated with the measurements we were able to separate the "preparation" and "determination" errors for both laboratories as well as develop the calibration curve which describes the relationship between the compaction procedures at the two labs. In Part I, the use of a fractional factorial design in a split plot experiment in measuring the effect of several factors on asphalt concrete strength and weight was exhibited. Also, the use of half normal plotting techniques for indicating significant factors and interactions and for estimating errors in experiments with only a limited number of observations was outlined,

Transverse Joint Sealing with Improved Sealers, HR-276, 1991

Concern about premature joint sealant failures occurring in portland cement concrete (PCC) pavements gave impetus to initiating this research project. Eight sealants, including three silicone sealants, were evaluated and tested in the lab as well as incorporated in approximately 700 joints in the field and evaluated over a six-year period. The preliminary data show that among the silicone sealants, Dow Corning 888 rated the highest. However, this was rated third overall behind the W. R. Meadows cold-applied Sof Seal and Crafco #231 hot pour sealants. The W. R. Meadows and Crafco sealants cost approximately 30 percent and 50 percent less to furnish and place than the Dow Corning product. All joint sealants will continue to be evaluated.

The First 5 Years, April 2000 - March 2005, 2005

This report discusses the accomplishments of the Center for Portland Cement Concrete Pavement Technology (PCC Center) at Iowa State University, which was founded in April 2000. The report discusses the advisory groups that guide the Center, and describes the facilities included in the Center. The two Center facilities are the PCC Pavement and Materials Research Laboratory and the Mobile Concrete Research Lab. The report details the combined test capability of the Center's two labs, and describes the research undertaken at the Center. Also included in the publication are long-term planning efforts and technology transfer studies.

Field Evaluation of Electro-Reflective Measuring Apparatus (ERMA), MLR-81-01, 1981

The Electro-Reflective Measuring Apparatus (ERMA) was developed by the Minnesota Department of Highways in 1974 to measure the retro-reflective characteristics of pavement marking materials. Minnesota researchers recommended that due to the increased cost of pavement marking materials and reduced availability of these materials, ERMA can and should be used as a maintenance management tool to determine when painting is necessary rather than according to a fixed time schedule. The Iowa DOT Office of Materials built an ERMA device patterned after Minnesota's design in 1976. Subsequent efforts to calibrate and correlate this ERMA device to District Paint Foremen ratings proved unsuccessful, and ERMA modification or abandonment was recommended in 1979. Lyman Moothart, Materials Lab. Tech. 4, modified the ERMA device in 1980 and correlation attempts to District Paint Foremen ratings conducted in November 1980 have been moderately successful. A Paint/No Paint ERMA value has been established which will identify about 90% of the painting needs but will also include about 40% of the marking lines not needing repainting. The Office of Maintenance should establish a trial ERMA program to study the accuracy and potential cost savings of using ERMA to identify pavement marking needs.

Effect of Delay in Testing Asphalt Concrete Specimens for Marshall Stability, MLR-86-08, Draft, 1986

The Central Laboratory has been delaying the mix design testing of 2 1/2" X 4" Marshall specimens for stability, until the next day after molding. For example, if the mixes are made and samples molded on Friday a man would have to come in and work on Saturday to test these specimens. The reason for this is that the ASTM-01559 "Resistance to Plastic Flow of Bituminous Mixes Using Marshall Apparatus," states that "the specimens after being molded shall be carefully transferred to a smooth, flat surface and allowed to stand overnight at room temperature, before being weighed, measured and tested." The AASHTO procedure, AASHTO Designation T-245-82 "Resistance to Plastic Flow of Bituminous Mixtures using Marshall Apparatus," does not say when the specimens shall be tested for stability. The IDOT Lab. Specifications, Test Method No. Iowa 502-8 and test method No. Iowa 506-C "compacting asphaltic concrete by the Marshall Method" and "Resistance to Plastic Flow of Bituminous Mixtures Using the Marshall Apparatus," respectively, only state that the specimens shall be cooled before testing. Due to the above conflict in specifications, a number of mix samples were tested, in the Central Lab, for stability on different days. This should furnish enough information to allow us to change the procedure and to test for stability the same day molded, or be able to delay the testing for 3 days or more.