Design and Performance Verification of UHPC Piles for Deep Foundations, TR-558, 2008

The strategic plan for bridge engineering issued by AASHTO in 2005 identified extending the service life and optimizing structural systems of bridges in the United States as two grand challenges in bridge engineering, with the objective of producing safer bridges that have a minimum service life of 75 years and reduced maintenance cost. Material deterioration was identified as one of the primary challenges to achieving the objective of extended life. In substructural applications (e.g., deep foundations), construction materials such as timber, steel, and concrete are subjected to deterioration due to environmental impacts. Using innovative and new materials for foundation applications makes the AASHTO objective of 75 years service life achievable. Ultra High Performance Concrete (UHPC) with compressive strength of 180 MPa (26,000 psi) and excellent durability has been used in superstructure applications but not in geotechnical and foundation applications. This study explores the use of precast, prestressed UHPC piles in future foundations of bridges and other structures. An H-shaped UHPC section, which is 10-in. (250-mm) deep with weight similar to that of an HP10×57 steel pile, was designed to improve constructability and reduce cost. In this project, instrumented UHPC piles were cast and laboratory and field tests were conducted. Laboratory tests were used to verify the moment-curvature response of UHPC pile section. In the field, two UHPC piles have been successfully driven in glacial till clay soil and load tested under vertical and lateral loads. This report provides a complete set of results for the field investigation conducted on UHPC H-shaped piles. Test results, durability, drivability, and other material advantages over normal concrete and steel indicate that UHPC piles are a viable alternative to achieve the goals of AASHTO strategic plan.

Iowa State Highway 92 Over Drainage Ditch #25: Performance Evaluation - Galvanized Reinforcing Bars -- Louisa County, Iowa, 2015

Several strategies are available to the Iowa Department of Transportation (IaDOT) for limiting deterioration due to chloride-induced corrosion of embedded reinforcing bars in concrete bridge decks. While the method most commonly used throughout the Midwestern United States is to construct concrete bridge decks with fusion-bonded epoxy-coated reinforcing bars, galvanized reinforcing bars are an available alternative. Previous studies of the in situ performance of galvanized reinforcing bars in service in bridge decks have been limited. IaDOT requested that Wiss, Janney, Elstner Associates, Inc. (WJE) perform this study to gain further understanding of the long-term performance of an Iowa bridge deck reinforced with galvanized reinforcing bars. This study characterized the condition of a bridge deck with galvanized reinforcing bars after about 36 years of service and compared that performance to the expected performance of epoxy-coated or uncoated reinforcing bars in similar bridge construction. For this study, IaDOT selected the Iowa State Highway 92 bridge across Drainage Ditch #25 in Louisa County, Iowa (Structure No. 5854.5S092), which was constructed using galvanized reinforcing bars as the main deck reinforcing. The scope of work for this study included: field assessment, testing, and sampling; laboratory testing and analysis; analysis of findings; service life modeling; and preparation of this report. In addition, supplemental observations of the condition of the galvanized reinforcing bars were made during a subsequent project to repair the bride deck.

Hydro-Surface Preparation and Coating for Painted Structural Steel, TR-407, 1999

Cities and counties in Iowa have more than 8,890 steel bridges, most of which are painted with red lead paint. The Iowa Department of Transportation (Iowa DOT) maintains less than 35 bridges coated with red lead paint, including seven of the large border bridges over the Mississippi and Missouri Rivers. Because of the federal and state regulations for bridge painting, many governmental agencies have opted not to repaint, or otherwise maintain, lead paint coatings. Consequently, the paint condition on many of these bridges is poor, and some bridges are experiencing severe rusting of structural members. This research project was developed with two objectives: 1) to evaluate the effectiveness of preparing the structural steel surface of a bridge with high pressure water jetting instead of abrasive blasting and 2) to coat the structural steel surface with a moisture-cured polyurethane paint under different surface preparation conditions.

Determination and Evaluation of Alternate Methods for Managing and Controlling Highway-Related Dust, TR-449, 2002

Road dust is caused by wind entraining fine material from the roadway surface and the main source of Iowa road dust is attrition of carbonate rock used as aggregate. The mechanisms of dust suppression can be considered as two processes: increasing particle size of the surface fines by agglomeration and inhibiting degradation of the coarse material. Agglomeration may occur by capillary tension in the pore water, surfactants that increase bonding between clay particles, and cements that bind the mineral matter together. Hygroscopic dust suppressants such as calcium chloride have short durations of effectiveness because capillary tension is the primary agglomeration mechanism. Somewhat more permanent methods of agglomeration result from chemicals that cement smaller particles into a mat or larger particles. The cements include lignosulfonates, resins, and asphalt products. The duration of the cements depend on their solubility and the climate. The only dust palliative that decreases aggregate degradation is shredded shingles that act as cushions between aggregate particles. It is likely that synthetic polymers also provide some protection against coarse aggregate attrition. Calcium chloride and lignosulfonates are widely used in Iowa. Both palliatives have a useful duration of about 6 months. Calcium chloride is effective with surface soils of moderate fine content and plasticity whereas lignin works best with materials that have high fine content and high plasticity indices. Bentonite appears to be effective for up to two years and works well with surface materials having low fines and plasticity and works well with limestone aggregate. Selection of appropriate dust suppressants should be based on characterization of the road surface material. Estimation of dosage rates for potential palliatives can be based on data from this report, from technical reports, information from reliable vendors, or laboratory screening tests. The selection should include economic analysis of construction and maintenance costs. The effectiveness of the treatment should be evaluated by any of the field performance measuring techniques discussed in this report. Novel dust control agents that need research for potential application in Iowa include; acidulated soybean oil (soapstock), soybean oil, ground up asphalt shingles, and foamed asphalt. New laboratory evaluation protocols to screen additives for potential effectiveness and determine dosage are needed. A modification of ASTM D 560 to estimate the freeze-thaw and wet-dry durability of Portland cement stabilized soils would be a starting point for improved laboratory testing of dust palliatives.

Field Testing of Abrasive Delivery Systems in Winter Maintenance, TR-458, 2009

The key goals in winter maintenance operations are preserving the safety and mobility of the traveling public. To do this, it is in general necessary to try to increase the friction of the road surface above the typical friction levels found on a snow or ice covered roadway. Because of prior work on the performance of abrasives (discussed in greater detail in chapter 2) a key concern when using abrasives has become how to ensure the greatest increase in pavement friction when using abrasives for the longest period of time. There are a number of ways in which the usage of abrasives can be optimized, and these methods are discussed and compared in this report. In addition, results of an Iowa DOT test of zero-velocity spreaders are presented. Additionally in this study the results of field studies conducted in Johnson County Iowa on the road surface friction of pavements treated with abrasive applications using different modes of delivery are presented. The experiments were not able to determine any significant difference in material placement performance between a standard delivery system and a chute based delivery system. The report makes a number of recommendations based upon the reviews and the experiments.

Evaluation of Deicing Materials and Corrosion Reducing Treatments for Deicing Salts, TR-471, 2007

Effective winter maintenance makes use of freezing-point-depressant chemicals (also known as ice-control products) to prevent the formation of the bond between snow and ice and the highway pavement. In performing such winter maintenance, the selection of appropriate ice-control products for the bond prevention task involves consideration of a number of factors, as indicated in Nixon and Williams (2001). The factors are in essence performance measurements of the ice-control products, and as such can be easily incorporated into a specification document to allow for selection of the best ice-control products for a given agency to use in its winter maintenance activities. Once performance measures for de-icing or anti-icing chemicals have been specified, this allows the creation of a quality control program for the acceptance of those chemicals. This study presents a series of performance measurement tests for ice-control products, and discusses the role that they can play in such a quality control program. Some tests are simple and rapid enough that they can be performed on every load of icecontrol products received, while for others, a sampling technique must be used. An appropriate sampling technique is presented. Further, each test is categorized as to whether it should be applied to every load of ice-control products or on a sampling basis. The study includes a detailed literature review that considers the performance of ice-control products in three areas: temperature related performance, product consistency, and negative side effects. The negative side effects are further broken down into three areas, namely operational side effects (such as chemical slipperiness), environmental side effects, and infrastructural side effects (such as corrosion of vehicles and damage to concrete). The review indicated that in the area of side effects the field performance of ice-control products is currently so difficult to model in the laboratory that no particular specification tests can be recommended at this time. A study of the impact of ice-control products on concrete was performed by Professor Wang of Iowa State University as a sub-contract to this study, and has been presented to the Iowa Highway Research Board prior to this report.

Development of Object-Oriented Design and Specifications for Iowa DOT and Urban Standards: Phase I, TR-487, 2004

Currently, individuals including designers, contractors, and owners learn about the project requirements by studying a combination of paper and electronic copies of the construction documents including the drawings, specifications (standard and supplemental), road and bridge standard drawings, design criteria, contracts, addenda, and change orders. This can be a tedious process since one needs to go back and forth between the various documents (paper or electronic) to obtain information about the entire project. Object-oriented computer-aided design (OO-CAD) is an innovative technology that can bring a change to this process by graphical portrayal of information. OO-CAD allows users to point and click on portions of an object-oriented drawing that are then linked to relevant databases of information (e.g., specifications, procurement status, and shop drawings). The vision of this study is to turn paper-based design standards and construction specifications into an object-oriented design and specification (OODAS) system or a visual electronic reference library (ERL). Individuals can use the system through a handheld wireless book-size laptop that includes all of the necessary software for operating in a 3D environment. All parties involved in transportation projects can access all of the standards and requirements simultaneously using a 3D graphical interface. By using this system, users will have all of the design elements and all of the specifications readily available without concerns of omissions. A prototype object-oriented model was created and demonstrated to potential users representing counties, cities, and the state. Findings suggest that a system like this could improve productivity to find information by as much as 75% and provide a greater sense of confidence that all relevant information had been identified. It was also apparent that this system would be used by more people in construction than in design. There was also concern related to the cost to develop and maintain the complete system. The future direction should focus on a project-based system that can help the contractors and DOT inspectors find information (e.g., road standards, specifications, instructional memorandums) more rapidly as it pertains to a specific project.

Performance Measurement for Highway Winter Maintenance Operations, TR-491, 2009

The goal of this research project was to develop a method to measure the performance of a winter maintenance program with respect to the task of providing safety and mobility to the travelling public. Developing these measures required a number of steps, each of which was accomplished. First, the impact of winter weather on safety (crash rates) and mobility (average vehicle speeds were measured by a combination of literature reviews and analysis of Iowa Department of Transportation traffic and Road Weather Information System data. Second, because not all winter storms are the same in their effects on safety and mobility, a method had to be developed to determine how much the various factors that describe a winter storm actually change safety and mobility. As part of this effort a storm severity index was developed, which ranks each winter storm on a scale between 0 (a very benign storm) and 1 (the worst imaginable storm). Additionally a number of methods of modeling the relationships between weather, winter maintenance actions and road surface conditions were developed and tested. The end result of this study was a performance measure based on average vehicle speed. For a given class of road, a maximum expected average speed reduction has been identified. For a given storm, this maximum expected average speed reduction is modified by the storm severity index to give a target average speed reduction. Thus, if for a given road the maximum expected average speed reduction is 20 mph, and the storm severity for a particular storm is 0.6, then the target average speed reduction for that road in that storm is 0.6 x 20 mph or 12 mph. If the average speed on that road during and after the storm is only 12 mph or less than the average speed on that road in good weather conditions, then the winter maintenance performance goal has been met.

Field Instrumentation, Testing, and Long-Term Monitoring of High-Mast Lighting Towers in the State of Iowa, TR-518, 2006

As a result of the collapse of a 140 foot high-mast lighting tower in Sioux City, Iowa in November of 2003, a thorough investigation into the behavior and design of these tall, yet relatively flexible structures was undertaken. Extensive work regarding the root cause of this failure was carried out by Robert Dexter of The University of Minnesota. Furthermore, a statewide inspection of all the high-mast towers in Iowa revealed fatigue cracks and loose anchor bolts on other existing structures. The current study was proposed to examine the static and dynamic behavior of a variety of towers in the State of Iowa utilizing field testing, specifically long-term monitoring and load testing. This report presents the results and conclusions from this project. The field work for this project was divided into two phases. Phase 1 of the project was conducted in October 2004 and focused on the dynamic properties of ten different towers in Clear Lake, Ames, and Des Moines, Iowa. Of those ten, two were also instrumented to obtain stress distributions at various details and were included in a 12 month long-term monitoring study. Phase 2 of this investigation was conducted in May of 2005, in Sioux City, Iowa, and focused on determining the static and dynamic behavior of a tower similar to the one that collapsed in November 2003. Identical tests were performed on a similar tower which was retrofitted with a more substantial replacement bottom section in order to assess the effect of the retrofit. A third tower with different details was dynamically load tested to determine its dynamic characteristics, similar to the Phase 1 testing. Based on the dynamic load tests, the modal frequencies of the towers fall within the same range. Also, the damping ratios are significantly lower in the higher modes than the values suggested in the AASHTO and CAN/CSA specifications. The comparatively higher damping ratios in the first mode may be due to aerodynamic damping. These low damping ratios in combination with poor fatigue details contribute to the accumulation of a large number of damage-causing cycles. As predicted, the stresses in the original Sioux City tower are much greater than the stresses in the retrofitted towers at Sioux City. Additionally, it was found that poor installation practices which often lead to loose anchor bolts and out-of-level leveling nuts can cause high localized stresses in the towers, which can accelerate fatigue damage.

Field Instrumentation, Testing, and Long-Term Monitoring of High-Mast Lighting Tower No. 1 at the I-35/US 18 Interchange Near Clear Lake in the State of Iowa Phase 3, TR-562, 2009

The current study was initiated to quantify the stresses induced in critical details on the reinforcing jacket and the tower itself through the use of field instrumentation, load testing, and long-term monitoring. Strain gages were installed on the both the tower and the reinforcing jacket. Additional strain gages were installed on two anchor rods. Tests were conducted with and without the reinforcing jacket installed. Data were collected from all strain gages during static load testing and were used to study the stress distribution of the tower caused by known loads, both with and without the reinforcing jacket. The tower was tested dynamically by first applying a static load, and then quickly releasing the load causing the tower to vibrate freely. Furthermore, the tower was monitored over a period of over 1 year to obtain stress range histograms at the critical details to be used for a fatigue evaluation. Also during the long-term monitoring, triggered time-history data were recorded to study the wind loading phenomena that excite the tower.

Iowa's Renewable Energy and Infrastructure Impacts, TR-593, 2010

The federal government is aggressively promoting biofuels as an answer to global climate change and dependence on imported sources of energy. Iowa has quickly become a leader in the bioeconomy and wind energy production, but meeting the United States Department of Energy’s goal having 20% of U.S. transportation fuels come from biologically based sources by 2030 will require a dramatic increase in ethanol and biodiesel production and distribution. At the same time, much of Iowa’s rural transportation infrastructure is near or beyond its original design life. As Iowa’s rural roadway structures, pavements, and unpaved roadways become structurally deficient or functionally obsolete, public sector maintenance and rehabilitation costs rapidly increase. More importantly, costs to move all farm products will rapidly increase if infrastructure components are allowed to fail; longer hauls, slower turnaround times, and smaller loads result. When these results occur on a large scale, Iowa will start to lose its economic competitive edge in the rapidly developing bioeconomy. The primary objective of this study was to document the current physical and fiscal impacts of Iowa’s existing biofuels and wind power industries. A four-county cluster in north-central Iowa and a two-county cluster in southeast Iowa were identified through a local agency survey as having a large number of diverse facilities and were selected for the traffic and physical impact analysis. The research team investigated the large truck traffic patterns on Iowa’s secondary and local roads from 2002 to 2008 and associated those with the pavement condition and county maintenance expenditures. The impacts were quantified to the extent possible and visualized using geographic information system (GIS) tools. In addition, a traffic and fiscal assessment tool was developed to understand the impact of the development of the biofuels on Iowa’s secondary road system. Recommended changes in public policies relating to the local government and to the administration of those policies included standardizing the reporting and format of all county expenditures, conducting regular pavement evaluations on a county’s system, cooperating and communicating with cities (adjacent to a plant site), considering utilization of tax increment financing (TIF) districts as a short-term tool to produce revenues, and considering alternative ways to tax the industry.

Wind Loads on Dynamic Message Cabinets and Behavior of Supporting Trusses, TR-612, 2013

Large Dynamic Message Signs (DMSs) have been increasingly used on freeways, expressways and major arterials to better manage the traffic flow by providing accurate and timely information to drivers. Overhead truss structures are typically employed to support those DMSs allowing them to provide wider display to more lanes. In recent years, there is increasing evidence that the truss structures supporting these large and heavy signs are subjected to much more complex loadings than are typically accounted for in the codified design procedures. Consequently, some of these structures have required frequent inspections, retrofitting, and even premature replacement. Two manufacturing processes are primarily utilized on truss structures - welding and bolting. Recently, cracks at welding toes were reported for the structures employed in some states. Extremely large loads (e.g., due to high winds) could cause brittle fractures, and cyclic vibration (e.g., due to diurnal variation in temperature or due to oscillations in the wind force induced by vortex shedding behind the DMS) may lead to fatigue damage, as these are two major failures for the metallic material. Wind and strain resulting from temperature changes are the main loads that affect the structures during their lifetime. The American Association of State Highway and Transportation Officials (AASHTO) Specification defines the limit loads in dead load, wind load, ice load, and fatigue design for natural wind gust and truck-induced gust. The objectives of this study are to investigate wind and thermal effects in the bridge type overhead DMS truss structures and improve the current design specifications (e.g., for thermal design). In order to accomplish the objective, it is necessary to study structural behavior and detailed strain-stress of the truss structures caused by wind load on the DMS cabinet and thermal load on the truss supporting the DMS cabinet. The study is divided into two parts. The Computational Fluid Dynamics (CFD) component and part of the structural analysis component of the study were conducted at the University of Iowa while the field study and related structural analysis computations were conducted at the Iowa State University. The CFD simulations were used to determine the air-induced forces (wind loads) on the DMS cabinets and the finite element analysis was used to determine the response of the supporting trusses to these pressure forces. The field observation portion consisted of short-term monitoring of several DMS Cabinet/Trusses and long-term monitoring of one DMS Cabinet/Truss. The short-term monitoring was a single (or two) day event in which several message sign panel/trusses were tested. The long-term monitoring field study extended over several months. Analysis of the data focused on trying to identify important behaviors under both ambient and truck induced winds and the effect of daily temperature changes. Results of the CFD investigation, field experiments and structural analysis of the wind induced forces on the DMS cabinets and their effect on the supporting trusses showed that the passage of trucks cannot be responsible for the problems observed to develop at trusses supporting DMS cabinets. Rather the data pointed toward the important effect of the thermal load induced by cyclic (diurnal) variations of the temperature. Thermal influence is not discussed in the specification, either in limit load or fatigue design. Although the frequency of the thermal load is low, results showed that when temperature range is large the restress range would be significant to the structure, especially near welding areas where stress concentrations may occur. Moreover stress amplitude and range are the primary parameters for brittle fracture and fatigue life estimation. Long-term field monitoring of one of the overhead truss structures in Iowa was used as the research baseline to estimate the effects of diurnal temperature changes to fatigue damage. The evaluation of the collected data is an important approach for understanding the structural behavior and for the advancement of future code provisions. Finite element modeling was developed to estimate the strain and stress magnitudes, which were compared with the field monitoring data. Fatigue life of the truss structures was also estimated based on AASHTO specifications and the numerical modeling. The main conclusion of the study is that thermal induced fatigue damage of the truss structures supporting DMS cabinets is likely a significant contributing cause for the cracks observed to develop at such structures. Other probable causes for fatigue damage not investigated in this study are the cyclic oscillations of the total wind load associated with the vortex shedding behind the DMS cabinet at high wind conditions and fabrication tolerances and induced stresses due to fitting of tube to tube connections.

Iowa System of Bridge Deck Rehabilitation with Cathodic Protection, HR-1044, 1986

Bridge deck and substructure deterioration due to the corrosive effects of deicing chemicals on reinforcing steel is a problem facing many transportation agencies. The main concern is protection of older bridges with uncoated reinforcing steel. Many different methods have been tried over the past years to repair bridge decks. The Iowa system of bridge deck rehabilitation has proven to be very effective. It consists of scarifying the deck surface, removing any deteriorated concrete, and overlaying with low slump dense concrete. Another rehabilitation method that has emerged is cathodic protection. It has been used for many years in the protection of underground pipelines and in 1973 was first installed on a bridge deck. Cathodic protection works by applying an external source of direct current to the embedded reinforcing steel, thereby changing the electrochemical process of corrosion. The corroding steel, which is anodic, is protected by changing it to a cathodic state. The technology involved in cathodic protection as applied to bridge decks has improved over the last 12 years. One company marketing new technology in cathodic protection systems is Raychem Corporation of Menlo Park, California. Their system utilizes a Ferex anode mesh that distributes the impressed direct current over the deck surface. Ferex mesh was selected because it seemed readily adaptable to the Iowa system of bridge deck rehabilitation. The bridge deck would be scarified, deteriorated concrete removed, Ferex anode mesh installed, and overlaid with low slump dense concrete. The Federal Highway Administration (FHWA) promotes cathodic protection under Demonstration Project No. 34, "Cathodic Protection for Reinforced Concrete Bridge Decks."

Review of Inconsistencies Between SUDAS and Iowa DOT Specifications Phase III: Continued Implementation of Recommendations into SUDAS Specifications, TR-607, 2010

The objective of the Phase 3 project was to re-write the identified sections of the SUDAS specifications into the imperative mood, consistent with the format utilized during the Phase 2 project and other work completed by SUDAS staff. Figures for the identified sections were updated to match the new SUDAS format, similar to the Iowa DOT Standard Road Plans. While the Iowa DOT does not intend to incorporate all of the following sections into their specification book, consistency with the Iowa DOT specifications was strived for wherever possible. Maintaining consistency between the specifications simplifies design, bidding, and construction.

Signalling pathways in skin homeostasis

SUMMARY The results presented here contribute to a better understanding of the crucial molecular relationships and signalling cues exchanged by several fundamental cell types (epidermal keratinocytes, dermal fibroblasts, immune and endothelial cells) of the skin. Importantly we provide evidence to directly implicate Wnt/ß-catenin signalling as a putative player in different cell types (keratinocytes and neutrophils) in mediation of the cutaneous inflammatory response (Fart A). Finally we highlight the importance of several molecules, specifically expressed in the hair follicle stem cell niche to the morphogenesis and homeostasis of the hair follicle (Part B). PART A Currently the body of work pertaining to Wnt signalling and immune cells largely focuses on Wnt signalling in the development of these cells. The data presented here suggests a novel mechanism in which Wnt signalling appears to modulate immune cell recruitment to the skin. Keratinocytes are major contributors to early inflammatory responses by the release of chemokines which recruit immune cells. The resultant inflammatory response is a dynamic process of sequentially infiltrating immune cells governed by a network of growth factors, chemokines and cytokines. In wild type mice the response is typified by a rapid and substantial infiltration of neutrophils followed at later time points by macrophages and Tcells. The expression of the canonical Wnt pathway activating ligand, Wnt3a, is able to induce a strong neutrophil infiltration in the dermis. This response originates in keratinocytes, as it is abrogated upon keratinocyte-specific ablation of ß-catenin. Notably, this suggests that the crucial cross talk between these resident cells and recruited immune cells is, in part, mediated by Wnt signalling. In corroboration of this role of Wnt-mediated recruitment of neutrophils, expression of the Wnt inhibitory ligand sFRPI during acute inflammation results in a dramatic 'dampening' of immune cell infiltration in particular of neutrophil chemoattraction. Importantly, an intrinsic Wnt signalling pathway is essential for neutrophil chemoattraction in response to inflammatory stimuli. There is a marked reduction of neutrophil infiltration in mice grafted with a ß-catenin deficient bone marrow upon TPA induced cutaneous inflammation. Additionally, neutrophils lacking Wnt/ß-catenin fail to respond to IFNγ, an early inflammatory cue, in vitro. In combination, these data indicate a potent function of Wnt signalling in immune cell recruitment and the modulation of the inflammatory response. PART B Tissue specific stem cells form the cellular base on which tissue homeostasis and repair of adult tissue relies. The maintenance of this stem cell pool is highly dependent on the immediate environment or niche. We have identified three genes, the fibroblast growth factor receptor 1 (FGFR1), serpin protease inhibitor (serpin F1) and the haematopoietic cell phosphatase (Hcph) to be specifically expressed in a small population of stromal cells which are in close contact to bulge stem cells. These specialized stromal cells might represent an essential mesenchymal component of the skin stem cell niche and may regulate stem cell proliferation and differentiation. Multiple FGFR1 isoforms are generated through alternate transcript splicing and are able to interact with both FGFs and cell adhesion molecules. Two predominant forms of the receptor are FGFR1-α and FGFR1-ß. Expression of a dominant negative form of the alpha isoform prevents hair follicle morphogenesis altogether. Given that FGFR1-ß signals principally through the FGF ligands, this data indicates that FGF signalling is dispensable for follicle morphogenesis. Moreover the loss of follicular morphogenesis upon suggests a requirement for signalling via cell adhesion molecule association with the receptor as FGFR1 α has a greater affinity for these molecules. The expression of the second candidate niche gene serpin f1, lead to the complete ablation of hair follicle morphogenesis. The serpin f1 product, pigment-epithelial derived factor (PEDF) has potent anti-angiogenic effects. Immunohistochemical analysis using CD31, a endothelial cell marker, revealed that although these cells are present, they have are disorganised and do not form vessels. Interestingly, endothelial cells have been found to contribute to the neuronal stem cell niche and our results suggest a similar mechanism in the skin. SHP1, the Hcph gene product, is a phosphatase which acts in the haematopoetic system. Motheaten mice carrying spontaneous mutations in the Hcph gene have patchy alopecia in their skin and severe defects in their haematopoietic system. However the haematopoietic rescue of the mouse does not result in normal follicular homeostasis. Additionally, ablation of Hcph in either the dermal or keratinocyte compartments of the skin produces hair follicles with abberant morphologies. This data indicates that although SHP1 is not essential for hair follicle morphogenesis it is required in both epidermal and dermal compartments to maintain follicular morphology. RÉSUMÉ PARTIE A Jusqu'à présent, les travaux dédiés à l'étude de la voie de signalisation Wnt dans le système immunitaire se sont essentiellement concentrés sur son rôle dans le développement des cellules immunitaires. Les données présentées ici suggèrent fortement et de manière nouvelle, l'existence d'un mécanisme par lequel la voie de signalisation Wnt/ß-caténine module le recrutement de cellules immunitaires dans un tissu périphérique, la peau, et ainsi la réponse inflammatoire cutanée. La réponse inflammatoire cutanée est un processus dynamique d'infiltration séquentielle de diverses cellules immunitaires, orchestré par un réseau de facteurs de croissance, chémokines et cytokines. Les kératinocytes sont des contributeurs majeurs à la réponse inflammatoire précoce par la libération de chémokines qui permettent ensuite de recruter les cellules immunitaires. Dans des souris sauvages, la réponse est d'abord caractérisée par une infiltration rapide et substantielle de neutrophiles, suivie par celle des macrophages et des lymphocytes T. L'expression d'un ligand activateur de le voie canonique de signalisation Wnt (après injection infra-dermique de fibroblastes sur-exprimant Wnt-3a) induit une infiltration dermique très marquée de neutrophiles. De plus, la réponse est éliminée en l'absence de ß-caténine spécifiquement dans les kératinocytes, indiquant que ces cellules sont à l'origine de la réponse. De manière remarquable, ceci suggère qu'une signalisation cruciale entre ces cellules résidentes de la peau et les cellules immunitaires recrutées est, au moins en partie, médiée par la voie Wnt. Corroborant ce rôle de la voie Wnt/ß-caténine dans le recrutement des neutrophiles, l'expression d'un ligand inhibiteur de la voie (sFRP1) résulte au cours d'une inflammation aigüe en une réduction spectaculaire de l'infiltration des cellules immunitaires en général, et des neutrophiles en particulier. De manière importante, la voie de signalisation Wnt est intrinsèquement requise pour la chémoattraction des neutrophiles en réponse à un stimulus inflammatoire. En effet, suite à une inflammation cutanée induite par un ester de phorbol (TPA), une réduction notable de l'infiltration des neutrophiles est observée dans des souris préalablement greffées avec de la moelle osseuse constituée de cellules déficientes en ß-caténine. De plus, in vitro, les neutrophiles sans ß-caténine ne répondent pas à une stimulation par l'interféron γ, qui est pourtant un signal inflammatoire établi in vivo. En conclusion, nos données indiquent que la voie de signalisation Wnt/ß-caténine joue une fonction active dans le recrutement des cellules immunitaires vers un organe périphérique, la peau, ainsi que dans la modulation, à plusieurs niveaux, de la réponse inflammatoire cutanée. PARTIE B Les cellules souches tissu-spécifiques forment la base cellulaire sur laquelle repose l'homéostase et la réparation tissulaires chez l'adulte. La maintenance de ce réservoir de cellules souches est hautement dépendante de leur environnement cellulaire immédiat, encore appelé «niche des cellules souches». Dans la peau, ces cellules stromales spécialisées représentent un compartiment mésenchymateux essentiel de la niche des cellules souches en régulant leurs prolifération et différentiation. Nous avons identifié trois gènes, le «récepteur 1 àux facteurs de croissance des fibroblastes » (Fgfr1 ), l' «inhibiteur de protéase à sérine » (serpinf1 ou pedf) et la « phosphatase des cellules hématopoiétiques » (Hcph ou Ptpn6), comme spécifiquement exprimés par une petite population de cellules stromales qui sont étroitement associées aux cellules souches de la peau (localisées au niveau du bombement du follicule pileux). Pour analyser leur fonction dans ce contexte, nous avons utilisé un test de reconstitution complète de peau murine en combinaison à des. transductions géniques basées sur l'utilisation de lentivirus. Ce test repose sur le mélange de deux compartiments cellulaires, épidermique (kératinocytes) et dermique (fibroblastes), greffés sur une zone ouverte de peau du dos d'une souris pour ensemble reconstituer la peau. Des isoformes multiples de FGFR1 sont générées par épissage alternatif de transcrits et sont capables d'interagir à la fois avec les FGFs (facteurs de croissance des fibroblastes) et les molécules d'adhésion cellulaires. Les deux formes prédominantes du récepteur, FGFR1-α et FGFR1-ß, ne différent que par le «domaine ressemblant aux immunoglobulines 1 » (immunoglobulin-like 1 domain), absent de FGFR1-ß. De plus, FGFR1-ß a une affinité plus grande pour les FGFs et plus faible pour les molécules d'adhésion cellulaires telles que la Ncadhérine (connue pour activer FGFR). La sur-expression de l'une ou l'autre des formes n'empêche pas la morphogenèse folliculaire mais conduit à la formation de follicules aberrants. Toutefois, une différence phénotypique majeure est observée lorsqu'une forme «Dominant-Négatif » (DN) est exprimée dans le compartiment dermique. La sur-expression de FGFR1-ß DN conduit en effet à la formation de follicules petits et tronqués, avec des gaines épithéliales et un bulbe élargis ainsi qu'une petite papille dermique. Par contre, l'expression de FGFR1-α DN abolit complètement la morphogenèse folliculaire. Etant donné que la signalisation par FGFR1-ß est principalement dépendante des ligands FGFs, ces données indiquent que la signalisation par ceux-cì est non-nécessaire à la morphogenèse folliculaire. De plus, l'abolition du processus par la sur-expression de FGFR1-a DN suggëre une signalisation nécessaire entre le récepteur FGFR1 et une ou des molécules d'adhésion cellulaire. L'expression de notre second candidat comme gène spécifique de la niche des cellules souches de la peau, serpinf1, prévient la morphogenèse folliculaire. Seules de petites structures ressemblant à des cystes sont observées après reconstitution de la peau. De plus, dans ces transplants, aucune cellule CD34-positive (marqueur des cellules souches) n'est retrouvée associé à ces cystes. Le produit du gène serpin f1, le «facteur dérivé d'épithélium pigmentaire » (PEDF) est un puissant facteur anti-angiogénique. Nous avons donc analysé la vascularisation des transplants par immunohistochirnies utilisant CD31, un marqueur des cellules endothéliales. Nos résultats révèlent que les cellules endothéliales sont bien présentes, mais de manière désorganisée et ne formant pas de vaisseaux. De manière intéressante, les cellules endothéliales contribuent activement à la niche des cellules souches neuronales, et nos résultats suggèrent donc l'existence possible d'un mécanisme similaire dans la peau. SHP1, le produit du gène Hcph, est une phosphatase quì agit dans le système hématopoiétique. Les souris « motheaten »qui portent des mutations spontanées du gène ont une alopécie inégale au niveau de la peau et de sévères troubles du système hématopoiétique. Pour s'assurer que le phénotype observé au niveau de la peau n'est pas une conséquence d'un défaut du système hématopoiétique, nous avons transplanté des souris Hcph -/- avec de la moelle osseuse sauvage afin de restaurer la fonction de SHP 1 dans le système hématopoiétique. Toutefois, le défaut de morphologie folliculaire est maintenu. De plus, l'ablation d'Hcph dans le compartiment dermique ou épidermique d'essais de reconstitution de peau conduit à la production de follicules pileux avec des morphologies aberrantes. Ces données indiquent que SHP1 n'est pas essentiel à la morphogenèse folliculaire mais est toutefois requis à la fois dans les compartiments épidermiques et dermiques pour la maintenance de la forme du follicule.