A new green fluorescent protein-based bacterial biosensor for analysing phenanthrene fluxes.

The polycyclic aromatic hydrocarbon (PAH)-degrading strain Burkholderia sp. RP007 served as host strain for the design of a bacterial biosensor for the detection of phenanthrene. RP007 was transformed with a reporter plasmid containing a transcriptional fusion between the phnS putative promoter/operator region and the gene encoding the enhanced green fluorescent protein (GFP). The resulting bacterial biosensor--Burkholderia sp. strain RP037--produced significant amounts of GFP after batch incubation in the presence of phenanthrene crystals. Co-incubation with acetate did not disturb the phenanthrene-specific response but resulted in a homogenously responding population of cells. Active metabolism was required for induction with phenanthrene. The magnitude of GFP induction was influenced by physical parameters affecting the phenanthrene flux to the cells, such as the contact surface area between solid phenanthrene and the aqueous phase, addition of surfactant, and slow phenanthrene release from Model Polymer Release System beads or from a water-immiscible oil. These results strongly suggest that the bacterial biosensor can sense different phenanthrene fluxes while maintaining phenanthrene metabolism, thus acting as a genuine sensor for phenanthrene bioavailability. A relationship between GFP production and phenanthrene mass transfer is proposed.

Intravenous fish oil blunts the physiological response to endotoxin in healthy subjects

Résumé L'administration par voie orale d'acides gras polyinsaturés de type ω-3 contenus dans l'huile de poisson exerce des effets bénéfiques sur la réponse métabolique et inflammatoire chez des sujets sains soumis à une injection d'endotoxine. Ce modèle expérimental a été validé pour l'investigation clinique. Il simule un sepsis et induit une réponse comparable à un état grippal, accompagné de modifications métaboliques et inflammatoires. L'objectif de cette étude est de déterminer les effets de l'huile de poisson administré par voie intraveineuse sur la réponse à l'endotoxine chez le sujet sain. L'hypothèse est qu'il sera possible de réduire le temps de latence en comparaison avec la voie orale. Pour ce faire, nous avons inclut dans une étude prospective randomisée 16 volontaires sains âgés de 16 à 35 ans et les avons répartis en 2 groupes : l'un recevant une émulsion lipidique contenant les acides gras polyinsaturés EPA et DHA et l'autre, sans traitement, constituant le groupe contrôle. Huit sujets reçoivent une perfusion continue de 0.5g/kg d'huile de poisson durant 6h, 48h et 24h avant la journée test. Lors de cette journée test, tous les volontaires ont reçu une dose d'endotoxine (2mg/kg) au temps t0. Les paramètres vitaux sont monitorés et enregistrés : fréquence cardiaque, respiratoire, pression artérielle, saturation artérielle en oxygène, ainsi que température. Des prises de sang sont effectuées à intervalles réguliers pour déterminer 1) l'incorporation membranaire des thrombocytes en EPA et DHA ; 2) le taux plasmatique d'hormones (insulin, glucagon, cortisol, ACTH et catécholamines), de marqueurs inflammatoires (TNF-α, IL-6, hsCRP), ainsi que de substrats énergétiques (glucose, lactate, acides gras libres et triglycérides). La dépense énergétique est déterminée par calorimétrie indirecte. L'analyse statistique est effectuée par analyse de variance (ANOVA). Les résultats montrent une incorporation significative de EPA et DHA au niveau membranaire des thrombocytes. L'huile de poisson induit une atténuation significative de la réponse neuro-endocrinienne et inflammatoire en réponse à l'injection d'endotoxine avec diminution de la fièvre (-0.7°C), ainsi que du taux plasmatique ,d'ACTH (-68%), TNF-α (-63%) et de noradrénaline (-%) dans le groupe huile de poisson. En conclusion, cette étude montre que la supplémentation de 2 doses d'huile de poisson par voie intraveineuse modifie la composition phospholipidique des membranes des thrombocytes et diminue la réaction inflammatoire et neuroendocrinienne en réponse à l'endotoxine. Ces résultats positifs ouvrent la perspective d'une supplémentation parentérale préopératoire en acides gras polyinsaturés ω-3 pour diminuer le stress lié à la chirurgie majeure.

Blunting the response to endotoxin in healthy sujects : effects of various dose of intravenous fish oil

Enjeux et contexte La recherche de cette dernière décennie sur les acides gras n-3 PUFA contenus dans l'huile de poisson a montré que ceux-ci, et particulièrement l'ΕΡΑ et le DHA, avaient des propriétés anti¬inflammatoires et anti arythmiques puissantes, potentiellement utiles chez les septiques et « cardiaques ». Les mécanismes sous-jacents sont nombreux, incluant l'incorporation des acides gras dans les membranes de phopholipides, la réduction de la production de médiateurs pro-inflammatoires (prostaglandines, leukotrienes, thromboxane), l'augmentation de la production de résolvines et protectines dérivées du DHA, et la régulation de voies de signalisation cellulaire. Cependant, les doses de n-3 PUFA utilisées dans les études cliniques et chez le sujet sain avant le travail de Yann-Karim Pittet étaient nettement supérieures aux doses nutritionnelles de l'ordre de 5-8 g/j par voie orale ou 1 g/kg par voie intraveineuse. De plus, la voie entérale avait la réputation de nécessiter plusieurs jours à semaines de traitement avant d'aboutir à une incorporation d'acides gras membranaire suffisante pour avoir un impact clinique; quant au temps minimal requis pour obtenir cet effet par voie IV, il était inconnu. Depuis, le développement d'émulsions lipidiques intraveineuses destinées à la nutrition parentérale a permis d'imaginer l'administration de prétraitements IV rapides. Pour les étudier, notre laboratoire a développé un modèle d'endotoxine (LPS d'E.Coli) qui mime les réponses physiologique, endocrinienne et biologique du sepsis chez le sujet sain, utilisant des doses de 2 ng/kg IV. Les réponses sont totalement réversibles en 8 heures. Dans le but de réduire à la fois la dose de lipides et le temps de perfusion, ce travail a étudié l'influence de 3 doses dégressives de n-3 PUFA sur les réponses à l'endotoxine, et sur l'incorporation membranaire de ces acides gras. Méthodes Etude prospective chez 3 groupes consécutifs de sujets sains soumis à un challenge d'endotoxine. Intervention : perfusions d'huile de poisson (0.5 et 0.2 g/kg de n-3 PUFA, Omegaven® 10%) ou placebo, administrées en 3 heures ou en 1 heure, soit le jour avant ou le jour-même du test d'endotoxine. Mesures : variables physiologiques (T°, fc, tension artérielle, calorimétrie indirecte) Laboratoire - prises de sang à T0, 60, 120 et 360 min après l'injection de LPS: TNF-α, hs-CRP, hormones de stress, composition en acides gras des membranes plaquettaires. Statistiques Les résultats ont été rapportés en moyennes et écarts types. Des aires sous la courbe (AUC) ont été calculées avec la méthode des parallélépipèdes pour toutes les variables déterminées de manière répétée. L'effet du temps a été exploré par des two-way ANOVA pour mesures répétées. Les comparaisons post-hoc ont été réalisées avec des tests de Dunnett's ou de Scheffe. Les modifications de composition membranaires ainsi que les AUC ont été analysées par des tests non-paramétriques (Kruskal-Wallis). Résultats Après LPS, la température, les concentrations d'ACTH et TNF-α ont augmenté dans les 3 groupes. Ces réponse ont été significativement atténuées (p<0.0001) par l'huile de poisson comparé à ce que nous avions observé dans le groupe contrôle de Pluess et al (ICM 2007). Les concentrations les plus faibles d'ACTH, de TNF-α, et les AUC les plus basses des températures, ont été observées après une dose unique de 0.2 g/kg de n-3 PUFA administrée 1 heure avant le LPS. Par contre, l'incorporation membranaire d'EPA est dose-dépendante. Conclusions Sachant que la réponse à l'endotoxine est reproductible, cette étude montre que 3 doses différentes d'huile de poisson atténuent de manière différente cette réponse. La perfusion de 0.2 g/kg administrée juste avant l'endotoxine s'est avérée la plus efficace à atténuer la réponse fébrile, les cytokines et les hormones de stress, suggérant une capture de l'endotoxine par l'émulsion lipidique qui se surajoute aux effets systémiques et membranaires.

Performance of Various Thicknesses of Portland Cement Concrete, HR-9, 30 Year Report, 1981

If adequately designed and high quality material and good construction practices are used, portland cement concrete is very durable. This is demonstrated by the oldest pavement in Iowa (second oldest in the U.S.) paved in 1904, which performed well for 70 years without resurfacing. The design thickness is an important factor in both the performance and cost of pavement. The objective of this paper is to provide a 30-year performance evaluation of a pavement constructed to determine the required design thickness for low volume secondary roadways. In 1951 Greene County and the Iowa Highway Research Board of the Iowa Department of Transportation initiated a four-mile (6.4 km) demonstration project to evaluate thicknesses ranging from 4-1/2" (11.4 cm) to 6" (15.2 cm). The project, consisting of 10 research sections, was formed pavement placed on a gravel roadbed with very little preparation except for redistribution of the loose aggregate. Eight sections were non-reinforced except for centerline tie bars and no contraction joints were used. Mesh reinforcing and contraction joints spaced at 29' 7" (9.02 m) intervals were used in two 4-1/2" (11.4 cm) thick sections. The only air entrained section was non-reinforced. The pavement performed well over its 30-year life carrying a light volume of traffic and did not require major maintenance. There was substantial cracking with average slab length varying directly with thickness. The 4-1/2" (11.4 cm) thick non-air entrained, mesh-reinforced pavement with contraction joints has performed the best.

Soil-Cement Stabilization, Part 1, Materials and Construction, HR-75, 1962

This report covers the construction in 1961 of the soil-cement base and related pavement structure on Iowa 37 from Soldier to Dunlap, (F-861(6), Crawford, Harrison, Monona). The report also contains an account of the experimental work performed on the same road under research project HR-75.

Investigation of the Lane-Wells Road Logger, HR-113, 1966

The Lane-Wells Road Logger was utilized primarily to determine the feasibility of employing such a device for moisture and density control in Iowa highway construction. A secondary objective was the use of the Road Logger to obtain information concerning moisture content and density during and after construction. Correlation studies with conventional test results required a small portion of the lease period. Practically all phases of construction and most materials utilized in base and surface courses were surveyed. Results of this study were good, in general, with the Road Logger indicating dry density slightly higher and the moisture content slightly lower than conventional results in most instances. Economic feasibility seemed to pose the greatest problem for the acceptance of the Road Logger as a standard compaction control device. It would appear from the findings of this study that probably only large projects, or several smaller contracts tested simultaneously, could justify the expense of the Logger. A total of about 128 miles were surveyed with the Logger during the lease period. Approximately 16 days of downtime due to minor breakdowns were recorded. Inclement weather forcing construction delays resulted in several idle days in which the Logger's full capabilities were not realized.

Effects of Cement on Moisture Migration in Concrete, Phase A, Laboratory Study of Moisture Migration in Hardened Cement Paste, HR-141, 1972

The Columbus Laboratories of Battelle Memorial Institute is currently conducting a study of the effect of cement on moisture migration in concrete as related to the problem of D-cracking of portland cement concrete pavements. The study began on December 31, 1970, and is planned as a 3-year program. The work plan, approved by the policy committee of the members of the Iowa, Kansas, and Missouri highway departments and the Federal Highway Administration, is composed of four parts. The first phase (A) of the investigation concerned the movement of moisture into and from hardened cement pastes and the dimensional changes accompanying the moisture changes. Small slab specimens of hardened neat cement pastes were prepared from 32 different cements which were prepared at the same water/cement ratio and hydrated to the same maturity factor.

The fixation of the cemented femoral component. Effects of stem stiffness, cement thickness and roughness of the cement-bone surface.

After cemented total hip arthroplasty (THA) there may be failure at either the cement-stem or the cement-bone interface. This results from the occurrence of abnormally high shear and compressive stresses within the cement and excessive relative micromovement. We therefore evaluated micromovement and stress at the cement-bone and cement-stem interfaces for a titanium and a chromium-cobalt stem. The behaviour of both implants was similar and no substantial differences were found in the size and distribution of micromovement on either interface with respect to the stiffness of the stem. Micromovement was minimal with a cement mantle 3 to 4 mm thick but then increased with greater thickness of the cement. Abnormally high micromovement occurred when the cement was thinner than 2 mm and the stem was made of titanium. The relative decrease in surface roughness augmented slipping but decreased debonding at the cement-bone interface. Shear stress at this site did not vary significantly for the different coefficients of cement-bone friction while compressive and hoop stresses within the cement increased slightly.

Evaluation of Recycled Rubber in Asphalt Cement Concrete - Field Testing, Final Report for HR-330, 330A, 330B, 330C, 330D, 2002

Roughly 242 million used tires are generated annually in the United States. Many of these tires end up being landfilled or stockpiled. The stockpiles are unsightly, unsanitary, and also collect water which creates the perfect breeding ground for mosquitoes, some of which carry disease. In an effort to reduce the number of used tire stockpiles the federal government mandated the use of recycled rubber in federally funded, state implemented department of transportation (DOT) projects. This mandate required the use of recycled rubber in 5% of the asphalt cement concrete (ACC) tonnage used in federally funded projects in 1994, increasing that amount by 5% each year until 20% was reached, and remaining at 20% thereafter. The mandate was removed as part of the appropriations process in 1994, after the projects in this research had been completed. This report covers five separate projects that were constructed by the Iowa Department Of Transportation (DOT) in 1991 and 1992. These projects had all had some form of rubber incorporated into their construction and were evaluated for 5 years. The conclusion of the study is that the pavements with tire rubber added performed essentially the same as conventional ACC pavement. An exception was the use of rubber chips in a surface lift. This performed better at crack control and worse with friction values than conventional ACC. The cost of the pavement with rubber additive was significantly higher. As a result, the benefits do not outweigh the costs of using this recycled rubber process in pavements in Iowa.

Asphalt Cement Containing AC-13, HR-522, Final Report, 1988

Stopping and turning maneuvers on high traffic volume asphalt cement concrete surfaced roads and streets often cause distortion of the pavement. Distortion may show up as excessive rutting in the wheel path, shoving of the pavement and/or rippling of the surface. Often times repeated corrective work such as cold milling or heater planing is required in these areas to maintain the pavement surface in a reasonable condition. In recent years polymer additives have been developed for asphalt cement concrete paving mixes that show promise in improving the inplace stability of the pavements. AC-13 (Styrelf 13) available from Bitucote Products Company, St. Louis, Missouri is an asphalt cement that has been modified by an additive to exhibit characteristics of very high stability in asphalt mixes.

Asphalt Rubber Cement Concrete Webster County, HR-555, Final Report, 2003

Discarded tires have become a major disposal problem in the U.S. Different techniques of recycling these discarded tires have been tried. The state of Iowa has evaluated the use of discarded tires ground into crumb rubber and blending it with asphalt to make asphalt rubber cement (ARC). This was the sixth project using this process. The project is located on US 169 from the east junction of IA 175 west and north to US 20. Only the binder course was placed during this research with the surface course to be let at a later date. There were four test sections, two sections with conventional mixtures and two with ARC mixtures. There were no significant differences in placement or performance between the two mix types. The cost of the ARC mixture was significantly higher.

Demonstration and Field Evaluation of Alternative Portland Cement Concrete Pavement Reinforcement Materials, HR-1069, 2003

Transverse joints are placed in portland cement concrete pavements to control the development of random cracking due to stresses induced by moisture and thermal gradients and restrained slab movement. These joints are strengthened through the use of load transfer devices, typically dowel bars, designed to transfer load across the joint from one pavement slab to the next. Epoxy coated steel bars are the materials of choice at the present time, but have experienced some difficulties with resistance to corrosion from deicing salts. The research project investigated the use of alternative materials, dowel size and spacing to determine the benefits and limitations of each material. In this project two types of fiber composite materials, stainless steel solid dowels and epoxy coated dowels were tested for five years in side by side installation in a portion of U.S. 65 near Des Moines, Iowa, between 1997 and 2002. The work was directed at analyzing the load transfer characteristics of 8-in. vs. 12-in. spacing of the dowels and the alternative dowel materials, fiber composite (1.5- and 1.88-in. diameter) and stainless steel (1.5-in. diameter), compared to typical 1.5-in. diameter epoxy-coated steel dowels placed on 12-in. spacing. Data were collected biannually within each series of joints and variables in terms of load transfer in each lane (outer wheel path), visual distress, joint openings, and faulting in each wheel path. After five years of performance the following observations were made from the data collected. Each of the dowel materials is performing equally in terms of load transfer, joint movement and faulting. Stainless steel dowels are providing load transfer performance equal to or greater than epoxy-coated steel dowels at the end of five years. Fiber reinforced polymer (FRP) dowels of the sizes and materials tested should be spaced no greater than 8 in. apart to achieve comparable performance to epoxy coated dowels. No evidence of deterioration due to road salts was identified on any of the products tested. The relatively high cost of stainless steel solid and FRP dowels was a limitation at the time of this study conclusion. Work is continuing with the subject materials in laboratory studies to determine the proper shape, spacing, chemical composition and testing specification to make the FRP and stainless (clad or solid) dowels a viable alternative joint load transfer material for long lasting portland cement concrete pavements.

Factors Relating to Aggregate Durability in Portland Cement Concrete, HR-2022, Interim Report, 1983

Over the past several years we conducted a comprehensive study on the pore systems of limestones used as coarse aggregate in portland cement concrete (pee) and their relationship to freeze-thaw aggregate failure. A simple test called the Iowa Pore Index Test was developed and used to identify those coarse aggregates that had freeze-thaw susceptible pore systems. Basically, it identified those aggregates that could take on a considerable amount of water but only at a slow rate. The assumption was that if an aggregate would take on a considerable amount of water at a slow rate, its pore system would impede the outward movement of water through a critically saturated particle during freezing, causing particle fracture. The test was quite successful when used to identify aggregates containing susceptible pore systems if the aggregates were clean carbonates containing less than 2% or 3% insolubles. The correlation between service record, ASTM C666B and the pore index test was good, but not good enough. It became apparent over the past year that there were factors other than the pore system that could cause an aggregate to fail when used in pee. The role that silica and clay play in aggregate durability was studied.

Portland Cement Concrete Curing Compound Performance Phase I and Phase II, MLR-02-03, 2003

Testing the efficiency of Portland Cement Concrete (PCC) curing compounds is currently done following Test Method Iowa 901-D, May 2002. Concrete test specimens are prepared from mortar materials and are wet cured 5 hours before the curing compound is applied. All brands of curing compound submitted to the Iowa Department of Transportation are laboratory tested for comparative performance under the same test conditions. These conditions are different than field PCC paving conditions. Phase I tests followed Test Method Iowa 901-D, but modified the application amounts of the curing compound. Test results showed that the application of two coats of one-half thickness each increased efficiency compared to one full thickness coat. Phase II tests also used the modified application amounts, used a concrete mix (instead of a mortar mix) and applied curing compound a few minutes after molding. Measurements of losses, during spraying of the curing compound, were noted and were found to be significant. Test results showed that application amounts, testing techniques, concrete specimen mix design and spray losses do influence the curing compound efficiency. The significance of the spray losses indicates that the conventional test method being used (Iowa 901 D) should be revised.

Blended Cement Patching Research, MLR-04-01, 2005

With the recent introduction of blended cements, many ready mix producers are using them as their sole source of cement. Iowa DOT specifications currently do not allow blended cements in patching due to their assumed slower strength gain. Patching specifications require opening at 5 hours on 2-lane or 10 hours on 4-lane pavement. This research will investigate early strength of concrete cast with ordinary Type I/II Portland cements and Type I(SM) blended Portland cements.