Dynamic Tests of a Three-Span Continuous I-Beam Highway Bridge, HR-43, 1959

This paper presents the results of the static and dynamic testing of a three-span continuous I-beam highway bridge. Live load stress frequency curves for selected points are shown, and the static and dynamic load distribution to the longitudinal composite beam members are given. The bridge has four traffic lanes with a roadway width of 48 ft. Six longitudinal continuous WF beams act compositely with the reinforced concrete slab to carry the live load. The beams have partial length cover plates at the piers. Previous research has indicated that beams with partial length cover plates have a very low fatigue strength. It was found in this research that the magnitude of the stresses due to actual highway loads were very much smaller than those computed from specification loading. Also, the larger stresses which were measured occurred a relatively small number of times. These data indicate that some requirements for reduced allowable stresses at the ends of cover plates are too conservative. The load distribution to the longitudinal beams was determined for static and moving loads and includes the effect of impact on the distribution. The effective composite section was found at various locations to evaluate the load distribution data. The composite action was in negative as well as positive moment regions. The load distribution data indicate that the lateral distribution of live load is consistent with the specifications, but that there is longitudinal distribution, and therefore the specifications are too conservative.

Study of Type 'A' Asphaltic Concrete Surface Mix Design, R-232, 1968

In some asphaltic concrete mixes asphalt absorption in field mixes is difficult to predict by the routine mix design tests presently being used. Latent or slow absorption in hot mixes is hard to compensate for in field control due to aggregate gradations being near maximum density. If critical asphalt need could be changed by increasing voids in the mineral aggregate so that more freedom could be exercised in compensating for the absorption, this may aid in design. The voids in the mineral aggregate can be related to composite gradation of total aggregate in a mixture, i.e. if a composite gradation of aggregate is finer than that of maximum density curve, the V.M.A. will be greater than that of a mix of maximum density. The typical gradation of Iowa Type 'A' mixes is finer than a gradation which is near the centerline of the specification at sieves larger than the No. 30 and coarser at the lower sieve sizes. The mixes of the typical gradation will have higher V.M.A. than those of the near centerline mixes. By studying properties of the mixes of the typical gradation and comparing them with those of the mixes of maximum density, it may aid in the modification and simplification of our present testing methods and specification requirements while still maintaining control of quality of the mix by controlling voids, stability, gradation and asphalt content.

The INTERNORM Project: Bridging Two Worlds of Expert- and Lay-Knowledge in Standardization

This paper presents a pilot project to reinforce participatory practices in standardization. The INTERNORM project creates an interactive knowledge center based on the sharing of academic skills and experiences accumulated by the civil society, especially consumer associations, environmental associations and trade unions to strengthen the participatory process of standardization. The first objective of the project is action-oriented: INTERNORM provides a common knowledge pool supporting the participation of civil society actors to international standard-setting activities by bringing them together with academic experts in working groups and providing logistic and financial support to their participation in meetings of national and international technical committees. The second objective is analytical: the standardization action provides a research field for a better understanding of the participatory dynamics underpinning international standardization. This paper presents three incentives that explain civil society (non-)involvement in standardization that overcome conventional resource-based hypotheses: an operational incentive related to the use of standards in the selective goods provided by associations to their membership; a thematic incentive provided by the setting of priorities by strategic committees created in some standardization organization; and a rhetorical incentive related to the discursive resource that civil society concerns offers to the different stakeholders.

Conditional predictive density evaluation in the presence of instabilities

We propose new methods for evaluating predictive densities. The methods includeKolmogorov-Smirnov and Cram?r-von Mises-type tests for the correct specification ofpredictive densities robust to dynamic mis-specification. The novelty is that the testscan detect mis-specification in the predictive densities even if it appears only overa fraction of the sample, due to the presence of instabilities. Our results indicatethat our tests are well sized and have good power in detecting mis-specification inpredictive densities, even when it is time-varying. An application to density forecastsof the Survey of Professional Forecasters demonstrates the usefulness of the proposedmethodologies.

Transient neuronal populations are required to guide callosal axons: a role for semaphorin 3C.

The corpus callosum (CC) is the main pathway responsible for interhemispheric communication. CC agenesis is associated with numerous human pathologies, suggesting that a range of developmental defects can result in abnormalities in this structure. Midline glial cells are known to play a role in CC development, but we here show that two transient populations of midline neurons also make major contributions to the formation of this commissure. We report that these two neuronal populations enter the CC midline prior to the arrival of callosal pioneer axons. Using a combination of mutant analysis and in vitro assays, we demonstrate that CC neurons are necessary for normal callosal axon navigation. They exert an attractive influence on callosal axons, in part via Semaphorin 3C and its receptor Neuropilin-1. By revealing a novel and essential role for these neuronal populations in the pathfinding of a major cerebral commissure, our study brings new perspectives to pathophysiological mechanisms altering CC formation.

Assessment of Asphalt Interlayer Designed on Jointed Concrete, InTrans Project 13-475, 2014

Reflective cracking in hot mix asphalt (HMA) overlays has been a common cause of poor pavement performance in Iowa for many years. Reflective cracks commonly occur in HMA overlays when deteriorated portland cement concrete is paved over with HMA. This results in HMA pavement surfaces with poor ride quality and increased transportation maintenance costs. To delay the formation of cracks in HMA overlays, the Iowa Department of Transportation (Iowa DOT) has begun to implement a crack-relief interlayer mix design specification. The crack-relief interlayer is an asphalt-rich, highly flexible HMA that can resist cracking in high strain loading conditions. In this project, the field performance of an HMA overlay using a one inch interlayer was compared to a conventional HMA overlay without an interlayer. Both test sections were constructed on US 169 in Adel, Iowa as part of an Iowa DOT overlay project. The laboratory performance of the interlayer mix design was assessed for resistance to cracking from repeated strains by using the four-point bending beam apparatus. An HMA using a highly polymer modified binder was designed and shown to meet the laboratory performance test criteria. The field performance of the overlay with the interlayer exceeded the performance of the conventional overlay that did not have the interlayer. After one winter season, 29 percent less reflective cracking was measured in the pavement section with the interlayer than the pavement section without the interlayer. The level of cracking severity was also reduced by using the interlayer in the overlay.

Concrete Pavement Mixture Design and Analysis (MDA): An Innovative Approach To Proportioning Concrete Mixtures, TPF-5(205), 2015

Mixture proportioning is routinely a matter of using a recipe based on a previously produced concrete, rather than adjusting the proportions based on the needs of the mixture and the locally available materials. As budgets grow tighter and increasing attention is being paid to sustainability metrics, greater attention is beginning to be focused on making mixtures that are more efficient in their usage of materials yet do not compromise engineering performance. Therefore, a performance-based mixture proportioning method is needed to provide the desired concrete properties for a given project specification. The proposed method should be user friendly, easy to apply in practice, and flexible in terms of allowing a wide range of material selection. The objective of this study is to further develop an innovative performance-based mixture proportioning method by analyzing the relationships between the selected mix characteristics and their corresponding effects on tested properties. The proposed method will provide step-by-step instructions to guide the selection of required aggregate and paste systems based on the performance requirements. Although the provided guidance in this report is primarily for concrete pavements, the same approach can be applied to other concrete applications as well.

Emergence of Swiss metropole and scaling properties of urban clusters

Defining the limits of an urban agglomeration is essential both for fundamental and applied studies in quantitative and theoretical geography. A simple and consistent way for defining such urban clusters is important for performing different statistical analysis and comparisons. Traditionally, agglomerations are defined using a rather qualitative approach based on various statistical measures. This definition varies generally from one country to another, and the data taken into account are different. In this paper, we explore the use of the City Clustering Algorithm (CCA) for the agglomeration definition in Switzerland. This algorithm provides a systemic and easy way to define an urban area based only on population data. The CCA allows the specification of the spatial resolution for defining the urban clusters. The results from different resolutions are compared and analysed, and the effect of filtering the data investigated. Different scales and parameters allow highlighting different phenomena. The study of Zipf's law using the visual rank-size rule shows that it is valid only for some specific urban clusters, inside a narrow range of the spatial resolution of the CCA. The scale where emergence of one main cluster occurs can also be found in the analysis using Zipf's law. The study of the urban clusters at different scales using the lacunarity measure - a complementary measure to the fractal dimension - allows to highlight the change of scale at a given range.

Maintenance of A/P body regions in planarians by TCEN49, a putative cystine-knot neurotrophin.

In freshwater planarians, the protein TCEN49 has been linked to the regional specification of the central body region, which includes the pharynx.

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

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

Automated Traffic/Truck Weight Monitoring Equipment (Weigh-in-Motion), HR-282, 1988

This report documents work undertaken in the demonstration of a low-cost Automatic Weight and Classification System (AWACS). An AWACS procurement specification and details of the results of the project are also included. The intent of the project is to support and encourage transferring research knowledge to state and local agencies and manufacturers through field demonstrations. Presently available, Weigh-in-Motion and Classification Systems are typically too expensive to permit the wide deployment necessary to obtain representative vehicle data. Piezo electric technology has been used in the United Kingdom and Europe and is believed to be the basic element in a low-cost AWACS. Low-cost systems have been installed at two sites, one in Portland Cement Concrete (PCC) pavement in Iowa and the other in Asphaltic Cement Concrete (ACC) pavement in Minnesota to provide experience with both types of pavement. The systems provide axle weights, gross vehicle weight, axle spacing, vehicle classification, vehicle speed, vehicle count, and time of arrival. In addition, system self-calibration and a method to predict contact tire pressure is included in the system design. The study has shown that in the PCC pavement, the AWACS is capable of meeting the needs of state and federal highway agencies, producing accuracies comparable to many current commercial WIM devices. This is being achieved at a procurement cost of substantially less than currently available equipment. In the ACC pavement the accuracies were less than those observed in the PCC pavement which is concluded to result from a low pavement rigidity at this site. Further work is needed to assess the AWACS performance at a range of sites in ACC pavements.

Training Aids to Reduce Potential County Liability, HR-289, Draft, 1987

Iowans who travel secondary roads regard these roads as a very important part of their lives. These highways provide a means of transporting products to market and children to school. They are also links to nearby cities and towns. Nearly 3.8 billion vehicle miles of travel occur each year on Iowa's nearly 90,000 mile secondary road system. Accidents do happen. However, improvements in highways, in vehicles, in driver education, in legislation, and in enforcement have combined to make driving in Iowa very safe. If our highways are to remain safe, these efforts need to be continued. This presentation was developed to help county highway department personnel in their effort to maintain and improve highway safety. The presentation is not a standard, specification or regulation.

Video Inspection of Highway Edgedrain Systems, HR-317, 1998

Minimizing infiltration of water in pavement structures has long been a priority of pavement designers. Incorporation of subsurface edgedrains is frequently an integral part of an pavement drainage system. In order for such a system to be effective however, it must be properly installed and maintained. With advances in video technology, inspection of edgedrain systems can now be conducted quite efficiently. This report documents the results of 287 video inspections of highway edgedrain systems in 29 states. These inspections were conducted to both demonstrate the capabilities of the technology as well as demonstrating some of the common problems associated with the performance of edgedrain systems. Findings indicated not only that the equipment was quite effective in identifying edgedrain performance concerns, but also how widespread the concerns of edgedrain performance are. Almost one third of the systems inspected had nonfunctional outlets, another third were either found to have non-functional mainlines or the mainlines could not be inspected due to physical obstructions. Only one third of the systems inspected were found to be performing as intended. Recommendations are provided for edgedrain design improvements to facilitate performance of the system and their inspections as well as recommendations to improve quality control during construction. Suggestions are also provided for maintenance procedures to address concerns identified in the inspection process. A Draft Guide Specification For Video Edgedrain Inspection and Acceptance is also provided as an Appendix.

Incentive-Disincentive Clause, HR-521, 1985

There is an urgent need to complete projects in high traffic urban areas in the shortest possible time. These road user benefits resulting from faster construction will minimize public inconvenience, safety hazards and a total cost to the public. The incentive - disincentive clause in the contract will encourage the contractor to expedite all phases in the contract. A copy of this special provision is part of this work plan and other details of construction are included in the plan and specification of Project F-65-4(34)--20-77.

The role of the c-myc gene in pigment cell development and homeostasis

Résumé La dérégulation de c-Myc est un événement fréquent de la transformation cellulaire. Une régulation positive de cette oncoprotéine a été démontrée dans divers mélanomes cutanés primaires et métastatiques et est associée à un pronostic défavorable (Grover et al., 1996; Zhuang et al., 2008). c-Myc est considéré comme une molécule centrale impliquée dans plusieurs processus de l'homéostasie cellulaire. En raison de sa contribution importante dans la progression tumorale, la fonction de c-Myc a été étudiée intensément. Cependant nous connaissons peu le rôle de ce facteur de transcription dans l'embryogenèse et dans la spécification tissulaire. Un déficit total de c-Myc pendant l'embryogenèse conduit à la mort embryonnaire avant 10.5 jours de gestation. Cette mort est causée par de multiples imperfections du développement touchant la taille de l'embryon, le coeur, le péricarde, le tube neural et les cellules sanguines (Davis et al., 1993; Trumpp et al., 2001). Récemment, il a été montré que la plupart de ces anomalies sont secondaires et résultent d'une insuffisance du placenta dans les embryons c-myc-/- (Dubois et al., 2008). Sachant que c-Myc est important dans la maintenance des lignées de la crête neurale (Wei et al., 2007), nous nous sommes intéressés au rôle de c-Myc dans le développement des cellules pigmentaires et à leur homéostasie après la naissance. Un allèle floxé de c-myc (Trumpp et al., 2001) a été utilisé pour supprimer ce gène spécifiquement dans la lignée mélanocytaire à l'aide d'une souris transgénique Tyr::Cre (Delmas et al., 2003). L'ablation des deux allèles de c-myc dans les mélanocytes des souris c-myccKO conduit au phénotype de grisonnement des poils, observé directement après la naissance et associé à une diminution du nombre de mélanocytes dans le bulbe des follicules pileux. Les cellules pigmentaires restantes expriment les marqueurs mélanogéniques (Tyr, TRP-1, Dct and MITF) et semblent être fonctionnelles puisqu'elles peuvent produire et transférer la mélanine. De plus, la capacité de prolifération des mélanocytes déficients en c-Myc dans le bulbe des follicules pileux ne semble pas être affectée chez les nouveaux-nés. Les cellules souches mélanocytaires sont présentes, mais en nombre réduit, dans le bulge des follicules pileux à la fin de la morphogenèse chez les souris c-myccKO âgées de huit jours. Ces cellules sont maintenues sans changement durant le premier cycle pileux (vérifié à l'âge de trente jours), ce qui sous-entend que la fonction de c-Myc n'est pas nécessaire pour ce processus. Ceci explique pourquoi, en supposant que des cellules souches mélanocytaires fonctionnelles sont présentes dans la peau, nous n'observons pas de dilution de couleur de la robe liée à l'âge. Cependant, la présence de ces cellules souches mélanocytaires dans la peau c-myccKO ne suffit pas à assurer une quantité normale de mélanocytes différenciés dans le bulbe des follicules pileux. Cette population de cellules pigmentaires matures est sévèrement affectée par la suppression de c-Myc, ce qui contribue amplement au phénotype de grisonnement des poils. De plus, c-Myc paraît être important pour le développement des mélanocytes. Ainsi, le nombre de mélanoblastes diminue dans les embryons c-myccKO à partir du douzième jour de gestation. A treize jours de gestation, au stade où les mélanoblastes pénètrent dans l'épiderme et prolifèrent, les mélanoblastes déficients en c-Myc ne s'adaptent pas aux signaux de prolifération et se retrouvent en nombre réduit dans l'épiderme. Finalement, nous nous sommes intéressés, au rôle de N-Myc, un homologue proche de c-Myc, dans la lignée mélanocytaire. Nos expériences ont montré que. N-Myc était superflu pour le développement et l'homéostasie des mélanocytes, une seule copie du gène c-myc étant suffisante pour maintenir une pigmentation normale de la robe des souris c-mycc-myccKO/+~N_ myccKO/KO. Cependant, le rôle essentiel de N-Myc dans la maintenance des cellules mélanocytaires précurseurs apparaît lorsque c-Myc est absent, puisque la suppression simultanée des deux Myc résulte en une perte complète de la coloration de la robe. Ceci implique la présence d'un mécanisme compensatoire entre c- et N-Myc dans la lignée mélanocytaire, avec un rôle prédominant de c-Myc. Summary Deregulation of c-Myc is known to be a common event in cellular transformation. Upregulation of this oncoprotein was shown in a variety of primary and metastatic cutaneous melanomas and has been associated with a poor prognosis (Grover et al., 1996; Zhuang et al., 2008). c-myc is seen as a central molecule involved in many aspects of cellular homeostasis. c-Myc function has been intensively studied mostly because of its significant contribution to tumour progression. However little is known on the role of this transcription factor in embryogenesis and tissue specification. Complete loss of c-Myc during embryogenesis results in embryonic death before E10.5 due to multiple developmental defects including embryonic size, heart, pericardium, neural tube and blood cells (Davis et al., 1993; Trumpp et al., 2001). Recently it was discovered that most of these abnormalities are secondary and results of placental insufficiency in c-Myc-/- embryos (Dubois et al., 2008). Here, we focused on the role of c-Myc in pigment cell development and homeostasis after birth, knowing that c-Myc is important in the maintenance of neural crest lineages (Wei et al., 2007). A floxed allele of c-Myc (Trumpp et al., 2001) was used to specifically delete this gene in the melanocyte lineage using Tyr::Cre transgenic mice (Delmas et al., 2003). Removal of both c-Myc alleles in melanocytes of c-MyccKO mouse led to the grey hair phenotype which is seen directly after birth and was associated with a decrease in the melanocyte number in the bulb of the hair follicle. The remaining population of pigment cells express melanogenic markers (Tyr, TRP-1, Dct and MITF) and seem functionally normal since they can produce and transfer melanin. Furthermore proliferation capacity of c-Myc deficient melanocytes in the bulb of hair follicle seems not to be affected in newborn animals. Melanocyte stem cells (MSCs) are present but reduced in numbers in the bulge of the hair follicle at the end of morphogenesis in 8 days old c-MyccKO mice. These cells are maintained through the first hair cycle (as verified at P30) without any further changes, suggesting that c-Myc function is not required for this process. This explains why we did not detect any agerelated coat color dilution, assuming a presence of functional MSCs in the skin. Importantly, presence of MSCs in c-MyccKO skin was not sufficient for assuring a normal number of differentiated melanocytes in the bulb of the hair follicle. This population of mature pigmented cells is severely affected upon c-myc deletion thus largely contributing to the grey hair phenotype. Moreover, c-Myc appears to be important for melanocyte development. Thus, melanoblast number is affected in c-MyccKO embryos day 12 of gestation onwards. At E13.5, when melanoblasts enter the epidermis and proliferate, c-myc deficient melanoblasts failed to adapt to proliferation signals and are therefore reduced in number in the epidermis. Finally, we addressed the role of N-Myc, a closest homologue of c-Myc, in the melanocyte lineage. In these experiments, N-Myc was dispensable for melanocyte development and homeostasis, and even one copy of the c-myc gene was sufficient to maintain normal coat color pigmentation in c-mycc-mycCKO/+ ,N-myccKO/KO mice. However the crucial role of N-Myc in maintenance of melanocyte precursor cells became apparent when c-myc is eliminated since simultaneous deletion of both Myc results in complete loss of coat color pigmentation. This suggests compensatory mechanisms between c- and N-Myc with a predominant role of c-Myc in melanocyte lineage.