Intelligence-led crime scene processing. Part II : Intelligence and crime scene examination.

A better integration of the information conveyed by traces within intelligence-led framework would allow forensic science to participate more intensively to security assessments through forensic intelligence (part I). In this view, the collection of data by examining crime scenes is an entire part of intelligence processes. This conception frames our proposal for a model that promotes to better use knowledge available in the organisation for driving and supporting crime scene examination. The suggested model also clarifies the uncomfortable situation of crime scene examiners who must simultaneously comply with justice needs and expectations, and serve organisations that are mostly driven by broader security objectives. It also opens new perspective for forensic science and crime scene investigation, by the proposal to follow other directions than the traditional path suggested by dominant movements in these fields.

Non-Destructive Evaluation of Iowa Pavements Phase 2: Development of a Fully Automated Software System for Rapid Analysis/Processing of the Falling Weight Deflectometer Data, 2009

The Office of Special Investigations at Iowa Department of Transportation (DOT) collects FWD data on regular basis to evaluate pavement structural conditions. The primary objective of this study was to develop a fully-automated software system for rapid processing of the FWD data along with a user manual. The software system automatically reads the FWD raw data collected by the JILS-20 type FWD machine that Iowa DOT owns, processes and analyzes the collected data with the rapid prediction algorithms developed during the phase I study. This system smoothly integrates the FWD data analysis algorithms and the computer program being used to collect the pavement deflection data. This system can be used to assess pavement condition, estimate remaining pavement life, and eventually help assess pavement rehabilitation strategies by the Iowa DOT pavement management team. This report describes the developed software in detail and can also be used as a user-manual for conducting simulation studies and detailed analyses. *********************** Large File ***********************

Investigar en organització educativa: algunes aportacions dels Estats Units

El progrés en el món científic es realitza fonamentalment per mitja d'una rigorosa investigació que va analitzant els diferents tópics i validant les hipótesis que es plantegen en el seu treball. Tots els camps de les Ciéncies de l'Educació tenen comunitats científiques que les estudien i publiquen els resultats de les investigacions. Però no tots els ambits frueixen de la mateixa dedicació.

Evaluation of Bias in the Hamburg Wheel Tracking Device, RB00-010, 2013

As the list of states adopting the HWTD continues to grow, there is a need to evaluate how results are utilized. AASHTO T 324 does not standardize the analysis and reporting of test results. Furthermore, processing and reporting of the results among manufacturers is not uniform. This is partly due to the variation among agency reporting requirements. Some include only the midpoint rut depth, while others include the average across the entire length of the wheel track. To eliminate bias in reporting, statistical analysis was performed on over 150 test runs on gyratory specimens. Measurement location was found to be a source of significant variation in the HWTD. This is likely due to the nonuniform wheel speed across the specimen, geometry of the specimen, and air void profile. Eliminating this source of bias when reporting results is feasible though is dependent upon the average rut depth at the final pass. When reporting rut depth at the final pass, it is suggested for poor performing samples to average measurement locations near the interface of the adjoining gyratory specimens. This is necessary due to the wheel lipping on the mold. For all other samples it is reasonable to only eliminate the 3 locations furthest from the gear house. For multi‐wheel units, wheel side was also found to be significant for poor and good performing samples. After eliminating the suggested measurements from the analysis, the wheel was no longer a significant source of variation.

Mechanisms of HCF protein proteolytic maturation

Abstract : Post-translational modifications such as proteolytic processing, phosphorylation, and glycosylation, add extra layers of complexity to proteomes and allow a finely tuned regulation of the activity of many proteins. The evolutionarily conserved cell-cycle and transcriptional regulator HCP-] is regulated by proteolytic maturation via which a stable heterodirneric complex of two cleaved subunits is formed from a single precursor protein. The human HCF-1 precursor is cleaved at six nearly identical 26 amino acid sequence repeats, called HCF-1pro repeats, which represent uncommon protease recognition sites dedicated to human HCF-1 proteolysis. This proteolytic maturation process is conserved in vertebrate HCF-1 homologues and is essential for the functions of the human protein in cell-cycle regulation; the mechanisms that execute and control HCF-1 proteolysis, however, remain poorly understood. In this dissertation I investigate the mechanisms of proteolytic maturation of HCF-1 proteins in different species. I show that the Drosophila homolog of human HCF-1, called dHCP, is proteolytically cleaved via a different mechanism than human HCF-1. dHCP is processed by the same protease, called Taspase], which cleaves one of the key developmental regulators in flies, the Trithorax protein. Maturation of HCP proteins via Taspase] cleavage is probably not particular to dHCP as many invertebrate HCP proteins, particularly insects and flatworms, possess Taspase] recognition sites. In contrast, the vertebrate HCF-1 proteins lack Taspase] recognition sites and the HCF-1pro repeats are not Taspase1 substrates, suggesting that multiple mechanisms for HCF-1 proteolytic maturation have appeared during evolution. I also show that the proteolytic activity responsible for the cleavage of the HCP- 1pro repeats is very difficult to characterize, being resistant to most protease inhibitors and very sensitive to biochemical fractionation. Moreover, the HCF-1pro repeats represent complex protease recognition sites and I demonstrate that, in addition to be the HCF-1 cleavage sites, these repeated sequences, also recruit the OG1cNAc transferase OGT. The OGT protein and the OG1cNAc modification of HCF-1 are both important for HCF-1pro repeat proteolysis. Interestingly, a human recombinant OGT purified from insect cells is able to induce cleavage of a HCF-1pro-repeat precursor in vitro, indicating that OGT either (i) induces HCF-1 autoproteolysis,(ii) is the HCF-1pro- repeat proteolytic activity itself, or (iii) physically associates with a proteolytic activity that is conserved in insect cells. In any case, OGT plays an important role in HCF-1 proteolytic maturation and perhaps a broader role in HCF-1 biological function. Résumé : Les modifications post-traductionelles pomme le clivage protéolytique, la phosphorylation, et la glycosylation, augmentent significativement la complexité des protéomes et permettent une régulation fine de l'activité de beaucoup de protéines. La protéine HCF-1, qui est un régulateur du cycle cellulaire et de la transcription, est elle- même régulée par clivage protéolytique. La protéine HCF-1 est en effet coupée en deux sous-unités qui s'associent l'une a l'autre pour former la protéine mature. Le précurseur de la protéine HCF-1 humaine est clivé à six sites correspondant à six séquences répétées nommées les HCF-1pro repeats, chacune composée de 26 acide aminés. Les HCF-1pro- repeats ne ressemblent ai aucune séquence de clivage protéolytique connue et sont présentes seulement dans les protéines HCF-1 chez les vertébrés. Bien que la maturation protéolytique d'HCF-1 soit essentielle pour les activités de cette protéine pendant le cycle cellulaire, les mécanismes qui la contrôlent restent inconnus. Au cours de mon travail de thèse, j'ai analysé les mécanismes de clivage protéolytique des protéines HCF dans différentes espèces. J'ai montré que la protéine de Drosophile homologue d'HCF-1 humaine nommée dHCF est clivée par une protéase nommée Taspase1. Ainsi, dHCF est clivé par la même protéase que celle qui induit la maturation protéolytique d'un des principaux facteurs du développement chez la mouche, la protéine Trithorax. La maturation de dHCF via le clivage par la Taspase1 n'est pas spécifique à la mouche, mais est probablement étendu à plusieurs protéines HCF chez les invertébrés, surtout dans les familles des insectes et des plathehninthes, car ces protéines HCF présentent des sites de reconnaissance pour la Taspasel. Par contre, les protéines HCF-1 chez les vertébrés n'ont pas de sites de reconnaissance pour la Taspasel et cela suggère que différents mécanismes de maturation des protéines HCF- ls ont apparu au cours de l'évolution. J'ai montré aussi que les HCF-1pro-repeats sont clivés par une activité protéolytique très difficile a identifier, car elle est résistante à la plupart des inhibiteurs de protéases, mais elle est très sensible au fractionnement biochimique. En plus, les HCF-1pro-repeats sont un site de protéolyse complexe qui ne sert pas seulement au clivage des protéines HCF- chez les vertébrés mais aussi à recruter l'enzyme responsable de la O- GlcNAcylation nommée OGT. La protéine OGT et la O-GlcNAcylatio d'HCF-1 sont toutes les deux importantes pour le clivage protéolytique des HCF1pro-repeats. Curieusement, la protéine OGT humaine produite dans des cellules d'insectes est capable de cliver les HCF-1pro repeats in vitro et cela suggère que OGT soit (i) induit le clivage autocatalytique cl'HCF-1, soit (ii) est elle-même l'activité protéolytique qui clive HCF4, soit (iii) est associée à une activité protéolytique conservée dans les cellules d'insectes qui a été co-purifiée avec OGT. En conclusion, OGT joue un rôle important dans la maturation protéolytique d'HCF-1 et peut-être aussi un rôle plus large dans les fonctions biologiques de la protéine HCF-1.

Role of prohormone convertases in pro-neuropeptide Y processing: coexpression and in vitro kinetic investigations.

Proneuropeptide Y (ProNPY) undergoes cleavage at a single dibasic site Lys38-Arg39 resulting in the formation of 1-39 amino acid NPY which is further processed successively by carboxypeptidase-like and peptidylglycine alpha-amidating monooxygenase enzymes. To investigate whether prohormone convertases are involved in ProNPY processing, a vaccinia virus derived expression system was used to coexpress recombinant ProNPY with each of the prohormone convertases PC1/3, PC2, furin, and PACE4 in Neuro2A and NIH 3T3 cell lines as regulated neuroendocrine and constitutive prototype cell lines, respectively. The analysis of processed products shows that only PC1/3 generates NPY in NIH 3T3 cells while both PC1/3 and PC2 are able to generate NPY in Neuro2A cells. The convertases furin and PACE4 are unable to process ProNPY in either cell line. Moreover, comparative in vitro cleavage of recombinant NPY precursor by the enzymes PC1/3, PC2 and furin shows that only PC1/3 and PC2 are involved in specific cleavage of the dibasic site. Kinetic studies demonstrate that PC1/3 cleaves ProNPY more efficiently than PC2. The main difference between the cleavage efficiency is observed in the Vmax values whereas no major difference is observed in Km values. In addition the cleavage by PC1/3 and PC2 of two peptides reproducing the dibasic cleavage site with different amino acid sequence lengths namely (20-49)-ProNPY and (28-43)-ProNPY was studied. These shortened ProNPY substrates, when recognized by the enzymes, are more efficiently cleaved than ProNPY itself. The shortest peptide is not cleaved by PC2 while it is by PC1/3. On the basis of these observations it is proposed, first, that the constitutive secreted NPY does not result from the cleavage carried out by ubiquitously expressed enzymes furin and PACE4; second, that PC1/3 and PC2 are not equipotent in the cleavage of ProNPY; and third, substrate peptide length might discriminate PC1/3 and PC2 processing activity.

Marine and transitional Middle/Upper Eocenen units of the Southeastern Pyrenean Foreland Basin (NE Spain)

The stratigraphic basis of this work has allowed the use of larger foraminifers in the biostratigraphic characterisation of the new Shallow Benthic Zones (SBZ). This part of the volume presents a description of the sedimentary cycles formed by the transgressive-regressive systems of the Lutetian and Bartonian in the southeastern sector of the Ebro Foreland Basin. Concerning the Lutetian deposits studied in the Amer-Vic and Empordà areas, four sedimentary cycles have been characterised. The first and second are found within the Tavertet/Girona Limestone Formation (Reguant, 1967; Pallí, 1972), while the third and fourth cycles cover the Coll de Malla Marl Formation (Clavell et al., 1970), the Bracons Formation (Gich, 1969, 1972), the Banyoles Marl Formation (Almela and Ríos, 1943), and the Bellmunt Formation (Gich, 1969, 1972). In the Bartonian deposits studied in the Igualada area, two transgressive-regressive sedimentary cycles have been characterised in the Collbàs Formation (Ferrer, 1971), the Igualada Formation (Ferrer, 1971), and the Tossa Formation (Ferrer, 1971). The Shallow Benthic Zones (SBZs) recognised within the Lutetian are the following: SBZ 13, from the Early Lutetian, in the transgressive system of the first cycle; SBZ 14, from the Middle Lutetian, in the second cycle and the lower part of the transgressive system of the third cycle; SBZ 15, from the Middle Lutetian, in the remaining parts of the third system; SBZ 16, from the Late Lutetian, throughout the fourth cycle. The association of larger foraminifers in the first and second cycles of the Bartonian in the Igualada area has been used as the basis for the definition of SBZs 17 and 18 recognised in the Bartonian of the western Tethys.

Investigation of Two Bridge Alternatives for Low Volume Roads, Volume 1 of 2 Concept 1: Precast Steel Beam Units, HR-382, 1997

Recent reports have indicated that 23.5% of the nation's highway bridges are structurally deficient and 17.7% are functionally obsolete. A significant number of these bridges are on the Iowa secondary road system where over 86% of the rural bridge management responsibilities are assigned to the counties. Some of the bridges can be strengthened or otherwise rehabilitated, but many more are in need of immediate replacement. In a recent investigation (HR-365 "Evaluation of Bridge Replacement Alternatives for the County Bridge System") several types of replacement bridges that are currently being used on low volume roads were identified. It was also determined that a large number of counties (69%) have the ability and are interested in utilizing their own forces to design and construct short span bridges. In reviewing the results from HR-365, the research team developed one "new" bridge replacement concept and a modification of a replacement system currently being used. Both of these bridge replacement alternatives were investigated in this study, the results of which are presented in two volumes. This volume (Volume 1) presents the results of Concept 1 - Steel Beam Precast Units. Concept 2 - Modification of the Beam-in-Slab Bridge is presented in Volume 2. Concept 1, involves the fabrication of precast units (two steel beams connected by a concrete slab) by county work forces. Deck thickness is limited so that the units can be fabricated at one site and then transported to the bridge site where they are connected and the remaining portion of the deck placed. Since Concept 1 bridge is primarily intended for use on low-volume roads, the precast units can be constructed with new or used beams. In the experimental part of the investigation, there were three types of static load tests: small scale connector tests, "handling strength" tests, and service and overload tests of a model bridge. Three finite element models for analyzing the bridge in various states of construction were also developed. Small scale connector tests were completed to determine the best method of connecting the precast double-T (PCDT) units. "Handling strength" tests on an individual PCDT unit were performed to determine the strength and behavior of the precast unit in this configuration. The majority of the testing was completed on the model bridge [L=9,750 mm (32 ft), W=6,400 mm (21 ft)] which was fabricated using the precast units developed. Some of the variables investigated in the model bridge tests were number of connectors required to connect adjacent precast units, contribution of diaphragms to load distribution, influence of position of diaphragms on bridge strength and load distribution, and effect of cast-in-place portion of deck on load distribution. In addition to the service load tests, the bridge was also subjected to overload conditions. Using the finite element models developed, one can predict the behavior and strength of bridges similar to the laboratory model as well as design them. Concept 1 has successfully passed all laboratory testing; the next step is to field test it.

Investigation of Two Bridge Alternatives for Low Volume Roads - Phase II Volume 1 of 2 Concept 1: Steel Beam Precast Units, TR-410, 2000

This project continues the research which addresses the numerous bridge problems on the Iowa secondary road system. It is a continuation (Phase 2) of Project HR-382, in which two replacement alternatives (Concept 1: Steel Beam Precast Units and Concept 2: Modification of the Benton County Beam-in-Slab Bridge) were investigated. In previous research for concept 1, a precast unit bridge was developed through laboratory testing. The steel-beam precast unit bridge requires the fabrication of precast double-tee (PCDT) units, each consisting of two steel beams connected by a reinforced concrete deck. The weight of each PCDT unit is minimized by limiting the deck thickness to 4 in., which permits the units to be constructed off-site and then transported to the bridge site. The number of units required is a function of the width of bridge desired. Once the PCDT units are connected, a cast-in-place reinforced concrete deck is cast over the PCDT units and the bridge railing attached. Since the steel beam PCDT unit bridge design is intended primarily for use on low-volume roads, used steel beams can be utilized for a significant cost savings. In previous research for concept 2, an alternate shear connector (ASC) was developed and subjected to static loading. In this investigation, the ASC was subjected to cyclic loading in both pushout specimens and composite beam tests. Based on these tests, the fatigue strength of the ASC was determined to be significantly greater than that required in typical low volume road single span bridges. Based upon the construction and service load testing, the steel-beam precast unit bridge was successfully shown to be a viable low volume road bridge alternative. The construction process utilized standard methods resulting in a simple system that can be completed with a limited staff. Results from the service load tests indicated adequate strength for all legal loads. An inspection of the bridge one year after its construction revealed no change in the bridge's performance. Each of the systems previously described are relatively easy to construct. Use of the ASC rather than the welded studs significantly simplified the work, equipment, and materials required to develop composite action between the steel beams and the concrete deck.