Asphalt Emulsions for Highway Construction (Emulsion Seal Coat), HR-1028, 1980

For the past several year Kossuth County has had a scheduled maintenance program of bituminous seal coating. This program has been used to maintain the 467 miles of asphaltic concrete surfaced roads in Kossuth County. Since most of the experience that Kossuth County had in seal coating was with cutback asphalt, it was decided to include the use of emulsified asphalt in Kossuth County's 1980 seal coat program. Federal Demonstration Project Funds were requested from the Federal Highway Administration to study the use of emulsified asphalt and funding was granted under Demonstration Project No. 55,:Asphalt Emulsions for Highway Construction." Items studied were design and construction procedure cost of alternate material, energy consumption and environmental considerations. A construction contract was awarded to Everds Brothers, Inc. of Algona, Iowa, on July 1, 1980. There were four bidders on the 54.5 miles of seal coating that was let. A map showing the location of the seal coating projects is shown in Appendix A, and a copy of the contract is shown in Appendix B. The contractor started the project on July 11, 1980 and completed the project on August 1, 1980. Construction inspection and follow-up inspections of the project were conducted by personnel of the Kossuth County Engineer's Office and testing of the materials, friction testing and road rater testing were conducted by the Material's Department of the Iowa Department of Transportation.

Preliminary Report on the Installation of Stainless Steel Culvert Pipe in Mahaska County, Iowa, HR-2001, 1967

At the request of Mr. Arnold E. Levine, of the Levine Company, Centerville, Iowa, the Iowa State Highway Commission was asked to observe the partial fabrication of two stainless steel culvert pipes and later the Commission was asked if they would like to study their durability. These pipes were fabricated April 12, 1967 in Des Moines, Personnel of the Design and Materials Department were at the fabrication, but no Research people were present. The idea for the installation was conceived and a site selected after which the project was turned over to the Research Engineer. The stainless steel pipes presumably contained the new Allegheny Metal, MF-1, whose composition is shown in Appendix A. The primary aim of the stainless steel pipe is to reduce long term costs that are incurred through replacement and upkeep. The MF-1 has a theoretical life of infinity.

Sequentially aerated membrane biofilm reactors for autotrophic nitrogen removal: microbial community composition and dynamics

Membrane-aerated biofilm reactors performing autotrophic nitrogen removal can be successfully applied to treat concentrated nitrogen streams. However, their process performance is seriously hampered by the growth of nitrite oxidizing bacteria (NOB). In this work we document how sequential aeration can bring the rapid and long-term suppression of NOB and the onset of the activity of anaerobic ammonium oxidizing bacteria (AnAOB). Real-time quantitative polymerase chain reaction analyses confirmed that such shift in performance was mirrored by a change in population densities, with a very drastic reduction of the NOB Nitrospira and Nitrobacter and a 10-fold increase in AnAOB numbers. The study of biofilm sections with relevant 16S rRNA fluorescent probes revealed strongly stratified biofilm structures fostering aerobic ammonium oxidizing bacteria (AOB) in biofilm areas close to the membrane surface (rich in oxygen) and AnAOB in regions neighbouring the liquid phase. Both communities were separated by a transition region potentially populated by denitrifying heterotrophic bacteria. AOB and AnAOB bacterial groups were more abundant and diverse than NOB, and dominated by the r-strategists Nitrosomonas europaea and Ca. Brocadia anammoxidans, respectively. Taken together, the present work presents tools to better engineer, monitor and control the microbial communities that support robust, sustainable and efficient nitrogen removal

Road Safety Audit for County Road X-37, from the Intersection of G-62 to the East Corporate Limits of Columbus City in Louisa County, Iowa, 2009

A road safety audit was conducted for a 7.75 mile section of County Road X-37 in Louisa County, Iowa. In 2006, the average annual daily traffic on this roadway was found to be 680 vehicles per day. Using crash data from 2001 to 2007, the Iowa Department of Transportation (Iowa DOT) has identified this roadway as being in the highest 5% of local rural roads in Iowa for single-vehicle runoff- road crashes. Considering these safety data, the Louisa County Engineer requested that a road safety audit be conducted to identify areas of safety concerns and recommend low-cost mitigation to address those concerns. Staff and officials from the Iowa DOT, Governor’s Traffic Safety Bureau, Federal Highway Administration, Institute for Transportation, and local law enforcement and transportation agencies met to review crash data and discuss potential safety improvements to this segment of X-37. This report outlines the findings and recommendations of the road safety audit team to address the safety concerns on this X-37 corridor and explain several selected mitigation strategies.

Road Safety Audit for County Road W-55 in Washington County, Iowa, 2009

A road safety audit was conducted for a seven-mile section of County Road W-55 in Washington County, Iowa. In 2006, the average annual daily traffic on this roadway was found to be 1,290 vehicles per day. Using crash data from 2001 to 2007, the Iowa Department of Transportation (Iowa DOT) has identified this roadway as being in the top 5% of Iowa secondary rural roads with the highest density of serious (fatal and major injury) crashes for single-vehicle run-off-road incidents. Considering these safety data, the Washington County Engineer requested that a road safety audit be conducted to identify areas with safety concerns and to recommend low-cost mitigation to address those concerns. Staff and officials from the Iowa DOT, Iowa State Patrol, Governor’s Traffic Safety Bureau, Federal Highway Administration, Institute for Transportation, and local law enforcement and transportation agencies met to review crash data and discuss potential safety improvements to this segment of W-55. This report outlines the findings and recommendations of the road safety audit team to address the safety concerns on this W-55 corridor and explain several selected mitigation strategies.

Road Safety Audits for County Road X-23 from IA 2 to the South Corporate Limits of West Point and for County Road W-62 from US 218 to IA 27 in Lee County, Iowa, 2010

On October 20–21, 2009, two road safety audits were conducted in Lee County, Iowa: one for a 6 mile section of County Road X-23 from IA 2 to the south corporate limits of West Point and one for a 9.7 mile section of County Road W-62 from US 218 to IA 27. Both roads have high severe crash histories for the years of 2001 through 2008. Using these crash data, the Iowa Department of Transportation (Iowa DOT) has identified County Road X-23 as being in the top 5 percent of similar roads for run-off-road crashes. The Iowa DOT lists County Road W-62 as a high-risk rural road that has above-average crash numbers and is eligible for funding under the Federal High-Risk Rural Road Program. Considering these issues, the Lee County Engineer and Iowa DOT requested that road safety audits be conducted to address the safety concerns and to suggest possible mitigation strategies.

Road Safety Audit for James Avenue NW and 250th Street NW, from the North Corporate Limits of Tiffin to I-380, in Johnson County, Iowa, 2010

To address safety concerns on James Avenue NW and 250th Street NW, from the North Corporate Limits (NCL) of Tiffin, north and east to I-380 (at North Liberty), the Johnson County engineer requested a road safety audit (RSA). The audit was conducted on September 1, 2010, through a program supported by the Office of Traffic and Safety at the Iowa Department of Transportation (DOT). This road is a seal-coated roadway, about 25-ft wide, but with only about 0-1 ft of earth shoulders. According to 2006 Iowa DOT estimates, traffic volume is about 820 vehicles per day, north from Tiffin to a commercial entrance on 250th Street, then increasing to 2,990 vehicles per day to the on-ramp of Interstate 380 (I-380). Local traffic uses this road as a short-cut to Cedar Rapids, North Liberty, and the I-380/I-80 interchange (to avoid congestion on IA 965). This report outlines the findings and recommendations of the road safety audit team for addressing the safety concerns on this roadway.

Entropic transport in confined media: a challenge for computational studies in biological and soft-matter systems

Transport in small-scale biological and soft-matter systems typically occurs under confinement conditions in which particles proceed through obstacles and irregularities of the boundaries that may significantly alter their trajectories. A transport model that assimilates the confinement to the presence of entropic barriers provides an efficient approach to quantify its effect on the particle current and the diffusion coefficient. We review the main peculiarities of entropic transport and treat two cases in which confinement effects play a crucial role, with the appearance of emergent properties. The presence of entropic barriers modifies the mean first-passage time distribution and therefore plays a very important role in ion transport through micro- and nano-channels. The functionality of molecular motors, modeled as Brownian ratchets, is strongly affected when the motor proceeds in a confined medium that may constitute another source of rectification. The interplay between ratchet and entropic rectification gives rise to a wide variety of dynamical behaviors, not observed when the Brownian motor proceeds in an unbounded medium. Entropic transport offers new venues of transport control and particle manipulation and new ways to engineer more efficient devices for transport at the nanoscale.

The Prediction of Creep and Shrinkage Properties of Concrete, HR-136, 1970

This report is concerned with the prediction of the long-time creep and shrinkage behavior of concrete. It is divided into three main areas. l. The development of general prediction methods that can be used by a design engineer when specific experimental data are not available. 2. The development of prediction methods based on experimental data. These methods take advantage of equations developed in item l, and can be used to accurately predict creep and shrinkage after only 28 days of data collection. 3. Experimental verification of items l and 2, and the development of specific prediction equations for four sand-lightweight aggregate concretes tested in the experimental program. The general prediction equations and methods are developed in Chapter II. Standard Equations to estimate the creep of normal weight concrete (Eq. 9), sand-lightweight concrete (Eq. 12), and lightweight concrete (Eq. 15) are recommended. These equations are developed for standard conditions (see Sec. 2. 1) and correction factors required to convert creep coefficients obtained from equations 9, 12, and 15 to valid predictions for other conditions are given in Equations 17 through 23. The correction factors are shown graphically in Figs. 6 through 13. Similar equations and methods are developed for the prediction of the shrinkage of moist cured normal weight concrete (Eq. 30}, moist cured sand-lightweight concrete (Eq. 33}, and moist cured lightweight concrete (Eq. 36). For steam cured concrete the equations are Eq. 42 for normal weight concrete, and Eq. 45 for lightweight concrete. Correction factors are given in Equations 47 through 52 and Figs., 18 through 24. Chapter III summarizes and illustrates, by examples, the prediction methods developed in Chapter II. Chapters IV and V describe an experimental program in which specific prediction equations are developed for concretes made with Haydite manufactured by Hydraulic Press Brick Co. (Eqs. 53 and 54}, Haydite manufactured by Buildex Inc. (Eqs. 55 and 56), Haydite manufactured by The Cater-Waters Corp. (Eqs. 57 and 58}, and Idealite manufactured by Idealite Co. (Eqs. 59 and 60). General prediction equations are also developed from the data obtained in the experimental program (Eqs. 61 and 62) and are compared to similar equations developed in Chapter II. Creep and Shrinkage prediction methods based on 28 day experimental data are developed in Chapter VI. The methods are verified by comparing predicted and measured values of the long-time creep and shrinkage of specimens tested at the University of Iowa (see Chapters IV and V) and elsewhere. The accuracy obtained is shown to be superior to other similar methods available to the design engineer.

Minerais, métaux, isotopes : recherches archéométriques sur les mines de plomb et d'argent en Valais, Suisse

RESUME Les nombreuses mines de plomb et d'argent du Valais témoignent d'une activité minière importante par le passé, sans toutefois dévoiler ni l'importance des minéralisations, ni l'ancienneté de l'exploitation. La présente recherche a pour but de comprendre pourquoi les grandes mines sont concentrées dans une région, et de déterminer la chronologie de leur exploitation. L'originalité de ce travail réside dans son interdisciplinarité, plus précisément dans l'application des méthodes minéralogiques pour résoudre une problématique historique. Afin d'évaluer les ressources minières en plomb et en argent du Valais, 57 mines et indices ont été repérés et échantillonnés. Les signatures isotopiques du Pb (74 analyses) et les compositions chimiques élémentaires (45 analyses) ont été déterminées. Les plus grandes exploitations se situent dans la nappe de Siviez-Mischabel, au Sud d'une ligne Vallée du Rhône / Val de Bagnes ainsi que dans le Lötschental. Elles sont liées, d'après leur signature isotopique de plomb, à des minéralisations d'âge calédonien (408 à 387 Ma) ou tardi-hercynien (333 à 286 Ma). À ces périodes, l'ancien continent est très lourd et subit une subsidence thermique. Des premières fractures d'extrême importance se forment. Comme il s'agit d'accidents tectoniques majeurs, des gisements de grande extension peuvent se former dans ce contexte. D'autres minéralisations se situent dans les domaines helvétiques (Massif des Aiguilles Rouges, Massif du Mont Blanc et couverture sédimentaire), couvrant une région au Nord de la Vallée du Rhône et du Val d'Entremont. D'âge post-hercynien à tardi-alpin (notons qu'il n'y a pas de minéralisations d'âge tertiaire), elles sont pour la plupart liées à des intrusions granitiques, sources de plomb juvénile. Les mines situées dans ces unités tectoniques sont nettement moins étendues que celles de la nappe de Siviez-Mischabel, ce qui permet de penser que les minéralisations correspondantes le sont également. Les périodes d'exploitation des mines peuvent être déterminées par quatre approches différentes l'archéologie minière, la lecture des textes historiques, l'étude des déchets métallurgiques et la comparaison de la signature isotopique du plomb, que l'on mesure dans un objet archéologique bien daté (monnaie, bijoux etc.), avec celles des minerais. Cette dernière méthode a été appliquée et développée dans le cadre de la présente recherche. Pour ce faire, 221 échantillons d'objet en plomb ou en argent datés entre l'Âge du Fer et le Moyen Age ont été analysés par la méthode des isotopes de plomb et comparés à environ 1800 signatures isotopiques de minerais des gisements les plus importants en Suisse et en Europe. Avant l'époque romaine et jusqu'au 1 er siècle de cette époque, le plomb provient principalement des mines de la péninsule ibérique alors en pleine activité. Un apport des mines d'Europe tempérée, notamment des Vosges, reste à confirmer. A partir du 1" siècle de notre ère, le plomb a principalement été importé en Suisse occidentale de grands centres de productions situées en Allemagne du Nord (région d'Eifel). Les mines de plomb valaisannes, notamment celles de Siviez, débutent leur exploitation en même temps, principalement pour couvrir les besoins locaux, mais également pour l'exportation jusque dans l'arc lémanique et, dans une moindre importance, au-delà. À partir du 4ème siècle, le besoin en plomb a été couvert par un apport des mines locales et par la refonte d'objets anciens. Ce changement d'approvisionnement est probablement lié aux tensions créées par les invasions germaniques durant la seconde moitié du 3' siècle ; le marché suisse n'est dès lors plus approvisionné par le nord, c'est-à-dire par la vallée du Rhin. Quant à l'argent, l'exploitation de ce métal est attestée à partir de la fin du La Tène, peu après l'apparition de ce métal dans la région valaisanne. L'échantillonnage ne couvrant pas l'époque romaine, rien n'est connu pour cette période. A partir du 5" siècle, une exploitation d'argent est de nouveau attestée. Cependant, l'exploitation d'argent des mines locales ne gagne en importance qu'à partir du Moyen Âge avec les frappes monétaires, notamment les frappes carolingiennes et épiscopales valaisannes. Les sources d'argent sont différentes selon leur utilisation : à part quelques exceptions notamment vers la fin du La Tène et au tardo-antique, les bijoux et objets de cultes ont été souvent créés à partir d'argent refondu, contrairement aux monnaies pour lesquelles l'argent provient des mines locales. On note un approvisionnement différent de ce métal pour les objets, notamment les monnaies, selon leur lieu de fabrication : on peut clairement distinguer les objets valaisans de ceux du Plateau Suisse. SUMMARY The many lead and silver mines of the Valais testify of an important mining activity in the past, without however revealing neither the importance of the mineralizations, nor the era of the exploitation. The purpose of this research is to understand why the large mines are concentrated in one region, and to determine the history of their exploitation. The uniqueness of this work lies in its interdisciplinarity, more precisely in the application of mineralogical methods to solve historical problems. In order to evaluate the lead and silver mining resources of the Valais region, 57 mines and ore deposits were located and sampled. The isotope signatures of Pb (74 analyses) and the compositions of the chemical elements (45 analyses) were determined. The largest activities are in the Siviez-Mischabel area, located in the South of the boundary formed by the Rhone, Bagnes and Lotschental valleys. According to their lead isotope signatures, they are linked to mineralizations of the Caledonian (408 to 387 my) or tardi-Hercynian (333 to 286 my) orogenies. In those times, the old continent was very heavy and underwent a thermal subsidence. First fractures of great significance were formed. Through these major tectonic events, large extended ore deposits can be formed. Other mineralizations are found in the helvetic regions situated north of the Rhone and the Entremont valley (the Aiguilles Rouges basement, Mount Blanc basement and the covering sediment). Because they are from post-hercynien to tardi-alpine age (there are no mineralizations of tertiary age), they are mainly linked to granite intrusions, the sources of juvenile lead. The mines found in these tectonic units are significantly less extensive than those of the Siviez-Mischabel area, leading to the assumption that the respective mineralizations extend accordingly. The history of exploitation of the mines can be determined by four different sources: mining archaeology, historical texts, metallurgical waste, and the comparison of the isotope signature of the lead from accurately dated archaeological objects (currency, jewels etc), with those of the ores. This last approach was applied and developed within the framework of this research. The lead isotope signatures of 221 lead or silver objects from the Iron Age to the Middle Age were compared with approximately 1800 samples of ore of the most important ore deposits in Switzerland and Europe. Before the Roman time up to the 1st century, lead comes mainly from the mines of the Iberian Peninsula then in full activity. A contribution of the mines of Central Europe, in particular of the Vosges, remains to be confirmed. From the 1st century on, lead was mainly imported into Western Switzerland from Northern Germany (Eiffel region). The lead mines in the Valais region, in particular those of Siviez, begin their exploitation at the same time, mainly to meet the local needs, but also for export to the lemanic basin and of lesser importance, beyond. As from the 4th century, the need of lead was met by the production from local mines and the recycling of old objects. This change of supply is probably related to the tensions created by the Germanic invasions during second half of the 3rd century; as a consequence, the Swiss market is not supplied any more by the north, i.e. the Rhine valley. Silver production is confirmed starting from the end of La Tene, shortly after the appearance of this metal in the Valais region. Since no objects of Roman origin were analyzed, nothing is known for this period. From the 5th century on, silver production is again confirmed. However, significant silver production from local mines starts only in the Middle Age with the coinage, in particular Carolingian and Episcopal minting from the Valais region. The sources of silver differ according to their use: besides some exceptions in particular towards the end of La Tene and the tardi-Roman, the jewels and objects of worships were often created from recycled silver, contrary to the coins the silver for which comes from the local mines. A different source of silver is observed according to the location of coin manufacture: Objects originating from the Valais region are clearly distinguished from those from the Plateau Suisse. ZUSAMMENFASSUNG Die grosse Zahl von Blei- und Silberminen im Wallis ist Zeugnis einer bedeutenden Bergbautätigkeit, es fehlen aber Hinweise über ihren Umfang und den Zeitraum ihrer Ausbeutung. Die vorliegende Arbeit sucht zu ergründen, warum grosse Minen sich in einer eng begrenzten Region häufen und in welchem Zeitraum sie genutzt wurden. Die Besonderheit der Studie liegt in ihrer Interdisziplinarität, genauer in der Anwendung von mineralogischen Methoden zur Beantwortung historischer Fragestellungen. Zur Beurteilung der Lagerstätten wurden von 57 Minen und Aufschlüssen Proben entnommen oder Nachweise erbracht und mittels 74 Isotopen-Analysen von Blei und 45 chemischen Gesamtanalysen ausgewertet. Die wichtigsten Vorkommen liegen in der Siviez- Mischabel- Decke südlich der Linie Rhonetal- Val de Bagnes, sowie im Lötschental. Die Bleiisotopen- Alter weisen ihre Entstehung der kaledonischen (408 - 387 Mio. J.) oder der spät- herzynischen (333 - 286 Mio. J.) Gebirgsbildungsphase zu. In dieser Periode ist die kompakte Landmasse sehr schwer und erfairt eine thermische Absenkung. Es bilden sich tektonische Brüche von kontinentaler Ausdehnung. Die grossen tektonischen Bewegungen ermöglichen die Bildung von ausgedehnten Lagerstätten. Andere Vorkommen finden sich im Bereich der Helvetischen Alpen (Aiguilles Rouges Massiv, Mont-Blanc-Massiv und Sediment-Decken) im Gebiet nördlich des Rhonetales bis zum Val d'Entremont. Altersmässig sind sie der nach-hercynischen bis zur spät-alpidischen Orogenese zuzuweisen (auffällig ist das Fehlen von Vorkommen im Tertiär) und haben sich meist in der Folge von Granit- Intrusion, dem Ursprung von primärem Blei ausgebildet. Die Bergwerke in diesem Bereich sind deutlich weniger ausgedehnt als jene in der Siviez-Mischabel-Decke und entsprechen wahrscheinlich dem geringen Umfang der zugehörigen Vorkommen. Die Nutzungsperioden der Minen können mit vier verschiedenen Methoden bestimmt werden: Minenarchäologie, Historische Quellen, Auswertung von metallischen Abfällen (Schlacken) und Vergleich der Bleiisotopen-Zusammensetzung von Erzen mit jener von zeitlich gut datierbaren archäologischen Gegenständen (Münzen, Schmuckstücke). Die letztere Methode wurde im Rahmen der vorliegenden Forschungsarbeit entwickelt und angewendet. Zu diesem Zweck wurden an 221 Proben von Blei- oder Silberobjekten, die in die Periode zwischen Eisenzeit und Mittelalter eingestuft werden können, Bleiisotopen- Analysen durchgeführt und mit ca. 1800 Proben aus den wichtigsten Lagerstätten der Schweiz und Europas verglichen. Vor der Römerzeit und bis ins 1. Jahrh. stammt das Blei vornehmlich aus den in jener Zeit in voller Ausbeutung begriffenen Minen der Iberischen Halbinsel. Der Beitrag von Mitteleuropa, besonders der Vogesen, muss noch bestätigt werden. Ab dem 1. Jahrh. nach Chr. wurde die Westschweiz hauptschlich mit Blei aus den grossen Produktionszentren Norddeutschlands, vorwiegend der Eifel, versorgt. In dieser Periode setzt die Ausbeutung der Bleiminen des Wallis, besonders von Siviez, ein. Sie dienen der Deckung des örtlichen Bedarfs aber auch der Ausfuhr in das Gebiet des Genfersees und in einem bescheidenen Rahmen sogar darüber hinaus. Ab dem 4. Jahrhundert wurden vermehrt alte Objekte eingeschmolzen. Dieser Wechsel der Versorgungsquellen war vermutlich eine Folge der Wölkerwanderung in der zweiten Hälfte des 3. Jahrhunderts. Ab diesem Zeitpunkt war Helvetien der Zugang zu den Versorgungsquellen des Nordens, besonders des Rheinlandes, verwehrt. Der Abbau von Silber ist ab dem Ende des La Tène nachgewiesen, nur wenig nach dem Auftreten dieses Metalls im Wallis. Über die Römerzeit können wegen dem Fehlen entsprechender Proben keine Aussagen gemacht werden. Eine erneute Abbauperiode ist ab dem 5. Jahrhundert nachgewiesen. Die Produktion der örtlichen Minen erreicht aber erst im Mittelalter eine gewisse Bedeutung mit der Prägung von Mnzen durch die Karolinger und die Walliser Bischöfe. Die Herkunft des Silbers ist abhängig von dessen Verwendung. Mit wenigen Ausnahmen in der Zeit des La Tène und der späteren Römerzeit wurde für Kunst- und Kult- Gegenstände rezykliertes Silber verwendet, für Münzprägungen neues Silber aus den örtlichen Minen. Von Einfluss auf die Herkunft war auch der Produktionsstandort: Die Objekte aus dem Wallis unterscheiden sich deutlich von jenen des Mittellandes.

L'exploitation des ressources végétales dans les Pyrénées orientales durant l'holocène: analyse anthracologique des structures d'élevage, de four et de charbonnières dans l'Alt Urgell (Chaîne du Cadí) et la Vallée du Madriu (Andorre)

Dans ce travail, nous présentons le résultat des recherches anthracologiques réalisées sur des sites archéologiques de haute montagne dans les Pyrénées orientales. Cette recherche s’insère dans un projet d’archéologie du paysage. Les zones d’étude se situent dans les Pré-Pyrénées sur le versant méridional de la chaîne du Cadí (vallée de la Vansa, Alt Urgell), et dans la vallée du Madriu, située dans les Pyrénées axiales, en Andorre. Le but principal de l’analyse anthracologique a été de connaître et comprendre la dynamique et la relation qui unissent les populations qui ont occupé ces vallées avec le milieu forestier de haute montagne. Les échantillons ont été récupérés sur des structures archéologiques associés à l’exploitation forestière (charbonnières, fours pour la fabrication de résine), au pastoralisme (cabanes et enclos) et à l’exploitation minière-métallurgique (four de grillage), avec une chronologie qui débute au Néolithique Ancien et finit à l’époque moderne et contemporaine (XVIII-XIXe siècles). Les résultats indiquent une variabilité taxonomique pauvre avec la présence majoritaire du Pinus et la présence ponctuelle d’autres espèces arbustives (Ericaceae et Juniperus) et arborées, comme Betula alba ou Abies alba. Différentes formations végétales de haute montagne ont été identifiées, selon leur localisation en versant ensoleillé ou ombragé, ainsi que leur altitude. Les résultats montrent des traces d’exploitation forestière dès le Néolithique Ancien, une intensification des activités à l’Antiquité, même si l’impact anthropique majeur correspond à l’activité de charbonnage d’époque moderne.

Protection of Structural Concrete Substructures, Construction Report, HR-220, 1981

It is the objective of this project to determine, via field tests, the long term effectiveness of several available systems as their ability to protect concrete surfaces against the intrusion of chloride ions. Early concepts of this project included utilizing personnel from several offices within the Highway Division of the Iowa Department of Transportation. Cooperation and coordination with regularly scheduled activities were considered imperative. A meeting for this purpose was held on April 16, 1980. This meeting was attended by the investigators, Mr. Bernard C. Brown, Office of Materials, Mr. Richard Merritt, District 6 Materials Engineer, Mr. John Saunders, District 6 Maintenance Engineer, and Mr. James Phinney, Resident Maintenance Engineer.

Development of Evaluation, Rehabilitation, and Strengthening Concepts for Low Volume Bridges, Phase I Progress Report, HR-323, 1990

The primary objective of this project is to develop a design manual that would aid the county or municipal engineer in making structurally sound bridge strengthening or replacement decisions. The contents of this progress report are related only to Phase I of the study and deal primarily with defining the extent of the bridge problem in Iowa. In addition, the types of bridges to which the manual should be directed have been defined.

Shikonin-loaded antibody-armed nanoparticles for targeted therapy of ovarian cancer.

Conventional chemotherapy of ovarian cancer often fails because of initiation of drug resistance and/or side effects and trace of untouched remaining cancerous cells. This highlights an urgent need for advanced targeted therapies for effective remediation of the disease using a cytotoxic agent with immunomodulatory effects, such as shikonin (SHK). Based on preliminary experiments, we found SHK to be profoundly toxic in ovarian epithelial cancer cells (OVCAR-5 and ID8 cells) as well as in normal ovarian IOSE-398 cells, endothelial MS1 cells, and lymphocytes. To limit its cytotoxic impact solely to tumor cells within the tumor microenvironment (TME), we aimed to engineer SHK as polymeric nanoparticles (NPs) with targeting moiety toward tumor microvasculature. To this end, using single/double emulsion solvent evaporation/diffusion technique with sonication, we formulated biodegradable NPs of poly(lactic-co-glycolic acid) (PLGA) loaded with SHK. The surface of NPs was further decorated with solubilizing agent polyethylene glycol (PEG) and tumor endothelial marker 1 (TEM1)/endosialin-targeting antibody (Ab) through carbodiimide/N-hydroxysuccinimide chemistry. Having characterized the physicochemical and morphological properties of NPs, we studied their drug-release profiles using various kinetic models. The biological impact of NPs was also evaluated in tumor-associated endothelial MS1 cells, primary lymphocytes, and epithelial ovarian cancer OVCAR-5 cells. Based on particle size analysis and electron microscopy, the engineered NPs showed a smooth spherical shape with size range of 120 to 250 nm and zeta potential value of -30 to -40 mV. Drug entrapment efficiency was ~80%-90%, which was reduced to ~50%-60% upon surface decoration with PEG and Ab. The liberation of SHK from NPs showed a sustained-release profile that was best fitted with Wagner log-probability model. Fluorescence microscopy and flow cytometry analysis showed active interaction of Ab-armed NPs with TEM1-positive MS1 cells, but not with TEM1-negative MS1 cells. While exposure of the PEGylated NPs for 2 hours was not toxic to lymphocytes, long-term exposure of the Ab-armed and PEGylated NPs was significantly toxic to TEM1-positive MS1 cells and OVCAR-5 cells. Based on these findings, we propose SHK-loaded Ab-armed PEGylated PLGA NPs as a novel nanomedicine for targeted therapy of solid tumors.

Competències professionals

El treball final de grau està orientat a l'estudi de les competències professionals d'un enginyer en informàtica i sobre la formació que ha de proporcionar un pla d'estudis per poder-les desenvolupar.