Iowa Pore Index Test, MLR-80-2, 1980

The objective of the investigation was the development of a test that would readily identify the potential of an aggregate to cause D-cracking because of its susceptivity to critical saturation. A Press-Ur-Meter was modified by replacing the air chamber with a one-inch diameter plastic tube calibrated in milli-. It was concluded that the pore index was sufficiently reliable to determine the D-cracking potential of limestone aggregates in all but a few cases where marginal results were obtained. Consistently poor or good results were always in agreement with established service records or concrete durability testing. In those instances where marginal results are obtained, the results of concrete durability testing should be considered when making the final determination of the D-cracking susceptibility of the aggregate in question. The following applications for the pore index test have been recommended for consideration: concrete durability testing be discontinued in the evaluation process of new aggregate sources with pore index results between 0-20 (Class 2 durability) and over 35 (Class 1) durability; composite aggregates with intermediate pore index results of 20-35 be tested on each stone type to facilitate the possible removal of low durability stone from the production process; and additional investigation should be made to evaluate the possibility of using the test to monitor and upgrade the acceptance of aggregate from sources associated with D-cracking.

Mitotic figure counts are overrated in resection specimen of invasive breast carcinoma

In order for some patients to benefit from aggressive chemotherapy for invasive breast carcinoma, many patients are currently being treated without little or no benefit. Enormous effort is hence being directed towards the identification of those patients who will need chemotherapy and those who will not. Since chemotherapy targets proliferating cells pathologists focus on the proliferative activity of tumors, as assessed by mitotic figure counts or by cell cycle specific immunohistochemical markers, such as Ki-67 and H3 histone. As far as the tumor grade is concerned, many of these studies have reported a tendency to up-grade carcinomas in resection specimen when compared to the initial diagnosis on the biopsy material, and most studies have noted that the upgrade in resection specimen is due solely or to a large extent to an increase in the mitotic figure count. In the present study, we propose a different explanation for the divergence in mitotic figure counts between biopsy and resection material. We assessed the proliferative activity of 52 invasive ductal carcinomas and confirm that the number of mitotic figures significantly increased by a factor of more than 3 in resection specimen over the biopsy material, while at the same time the pan-cell cycle specific marker MIB-1 yieldes comparable results. we propose that the delayed formalin fixation of resection specimen allows cell cycle activities to continue for a long time, up to many hours, and that this leads to an arrest of mitoses in metaphase where they are readily identified by the pathologist. We propose that the mitotic figure count in the rapidly fixed biopsy cores better represent the tumor biology and should be used as a basis for chemotherapy therapeutic decisions.

Strengthening of an Existing Continuous-Span, Steel-Beam, Concrete-Deck Bridge by Post-Tensioning, HR-308, 1990

The need to upgrade a large number of understrength and obsolete bridges in the U.S. has been well documented in the literature. Through several Iowa DOT projects, the concept of strengthening simple-span bridges by post-tensioning has been developed. The purpose of the project described in this report was to investigate the use of post-tensioning for strengthening continuous composite bridges. In a previous, successfully completed investigation, the feasibility of strengthening continuous, composite bridges by post-tensioning was demonstrated on a laboratory 1/3-scale-model bridge (3 spans: 41 ft 11 in. x 8 ft 8 in.). This project can thus be considered the implementation phase. The bridge selected for strengthening was in Pocahontas County near Fonda, Iowa, on County Road N28. With finite element analysis, a post-tensioning system was developed that required post-tensioning of the positive moment regions of both the interior and exterior beams. During the summer of 1988, the strengthening system was installed along with instrumentation to determine the bridge's response and behavior. Before and after post-tensioning, the bridge was subjected to truck loading (1 or 2 trucks at various predetermined critical locations) to determine the effectiveness of the strengthening system. The bridge, with the strengthening system in place, was inspected approximately every three months to determine any changes in its appearance or behavior. In 1989, approximately one year after the initial strengthening, the bridge was retested to identify any changes in its behavior. Post-tensioning forces were removed to reveal any losses over the one-year period. Post-tensioning was reapplied to the bridge, and the bridge was tested using the same loading program used in 1988. Except for at a few locations, stresses were reduced in the bridge the desired amount. At a few locations flexural stresses in the steel beams are still above 18 ksi, the allowable inventory stress for A7 steel. Although maximum stresses are above the inventory stress by about 2 ksi, they are about 5 ksi below the allowable operating stress; therefore, the bridge no longer needs to be load-posted.

Strengthening of an Existing Continuous-Span, Steel-Stringer, Concrete-Deck Bridge, HR-333, 1993

The need to upgrade understrength bridges in the United States has been well documented in the literature. The concept of strengthening steel stringer bridges in Iowa has been developed through several Iowa DOT projects. The objective of the project described in this report was to investigate the use of one such strengthening system on a three-span continuous steel stringer bridge in the field. In addition, a design methodology was developed to assist bridge engineers with designing a strengthening system to obtain the desired stress reductions. The bridge selected for strengthening was in Cerro Gordo County near Mason City, Iowa on County Road B65. The strengthening system was designed to remove overstresses that occurred when the bridge was subjected to Iowa legal loads. A two part strengthening system was used: post-tensioning the positive moment regions of all the stringers and superimposed trusses in the negative moment regions of the two exterior stringers at the two piers. The strengthening system was installed in the summers of 1992 and 1993. In the summer of 1993, the bridge was load tested before and after the strengthening system was activated. The load test results indicate that the strengthening system was effective in reducing the overstress in both the negative and positive regions of the stringers. The design methodology that was developed includes a procedure for determining the magnitude of post-tensioning and truss forces required to strengthen a given bridge. This method utilizes moment and force fractions to determine the distribution of strengthening axial forces and moments throughout the bridge. Finite element analysis and experimental results were used in the formulation and calibration of the methodology. A spreadsheet was developed to facilitate the calculation of these required strengthening forces.

Iowa Power Fund Board Project Report Update, November 12, 2008

ISU’s proposed research will (1) develop methods for designing clean and efficient burners for low‐Btu producer gas and medium‐Btu syngas, (2) develop catalysts and flow reactors to produce ethanol from medium‐Btu synthesis gas, and (3) upgrade the BECON gasifier system to enable medium‐Btu syngas production and greatly enhanced capabilities for detailed gas analysis needed by both (1) and (2). This project addresses core development needs to enable grain ethanol industry reduce its natural gas demand and ultimately transition to cellulosic ethanol production.

Alternatives for Rural Roads, HR-242, 1989

Much of the nation's rural road system is deteriorating. Many of the roads were built in the 1880s and 1890s with the most recent upgrading done in the 1940s and 1950s. Consequently, many roads and bridges do not have the capacity for the increased loads, speed, and frequent use of today's vehicles. Because of the growing demands and a dense county road system (inherited from the land settlement policies two centuries ago), revenue available to counties is inadequate to upgrade andmaintain the present system. Either revenue must be increased - an unpopular option - or costs must be reduced. To examine cost-saving options, Iowa State University conducted a study of roads and bridges in three 100 square mile areas in Iowa: • A suburban area • A rural area with a large number of paved roads, few bridges, and a high agricultural tax base and •A more rural area in a hilly terrain with many bridges and gravel roads, and a low agricultural tax base. A cost-benefit analysis was made on the present road system in these areas on such options as abandoning roads with limited use, converting some to private drives, and reducing maintenance on these types of roads. In only a few instances does abandonment of low traffic volume roads produce cost savings for counties and abutting land owners that exceed the additional travel costs to the public. In this study, the types of roads that produced net savings when abandoned were: • A small percentage (less than 5 percent) of the nonpaved county roads in the suburban area. However, net savings were very small. Cost savings from reducing the county road system in urbanized areas are very limited. • Slightly more than 5 percent of the nonpaved county roads in the most rural area that had a small number of paved county roads. • More than 12 percent of the nonpaved roads in the rural area that had a relatively large number of paved county and state roads. Converting low-volume roads to low-maintenance or Service B roads produces the largest savings of all solutions considered. However, future bridge deterioration and county liability on Service B roads are potential problems. Converting low-volume roads to private drives also produces large net savings. Abandonment of deadend roads results in greater net savings than continuous roads. However, this strategy shifts part of the public maintenance burden to land owners. Land owners also then become responsible for accident liability. Reconstruction to bring selected bridges with weight restrictions up to legal load limits reduces large truck and tractor-wagon mileage and costs. However, the reconstruction costs exceeded the reduction in travel costs. Major sources of vehicle miles on county roads are automobiles used for household purposes and pickup truck travel for farm purposes. Farm-related travel represents a relatively small percent of total travel miles, but a relatively high percentage of total travel costs.

Implantació d'una plataforma informàtica en una entitat financera fusionada

Els darrers anys han estat molt convulsos en el món financer. De tots és coneguda la crisi, immobiliària en un primer moment, i financera més tard. Reestructuracions, fusions, absorcions, intervencions i nacionalitzacions han estat a l’ordre del dia en el món de les entitats financeres els últims 3 anys. El mapa financer ha passat de més de 50 entitats a poc menys de 10 en tan sols 3 anys. Els departaments de tecnologia de bancs i caixes no han estat aliens a aquests moviments. Tot i estar relativament al marge del negoci financer de l’entitat, cada fusió ha atorgat un paper protagonista a tota la plantilla informàtica. Ja que cada reestructuració ha suposat un gran esforç per integrar entitats molt diferents entre si en una de sola. Intentant que l’impacte a clients i a usuaris fos el menor possible. Caixa Manlleu és un exemple proper de la reestructuració del món financer, i ha protagonitzat, juntament amb Caixa Sabadell i Caixa Terrassa, la creació d’Unnim. Aquest cas real serà la base del treball. El projecte consisteix en la creació d’una plataforma informàtica per a la nova entitat resultant de la fusió. Una plataforma amb un doble objectiu: d’una banda, que reculli el millor de les tres plataformes d’origen i que compleixi tots els requestis que la nova entitat exigeix per tal que els usuaris puguin continuar fent les tasques diàries. I de l’altra, una plataforma que posi al dia i actualitzi tecnològicament l’entitat amb el mínim cost possible. Així doncs, cal analitzar per separat cadascuna de les 3 plataformes existents, inventariar les aplicacions comunes i les departamentals, així com les llicències de software vigents existents i no caducades. Decidir quines aplicacions es faran servir, si se’n poden aprofitar o si per contra en calen de noves. També cal analitzar quins equips informàtics (terminals) es necessitaran per tal de treure el màxim rendiment de la plataforma. Entre les conclusions obtingudes en el projecte, cal destacar els grans avantatges d’utilitzar aplicacions virtualitzades en lloc de les tradicionals aplicacions instal·lades físicament a cada terminal. Faciliten la feina i el manteniment, estalvien recursos i fan guanyar temps. A més a més s’aconsegueix una plataforma àgil, lleugera i ràpida.

Evaluation of Lightweight Profilers for Construction Smoothness Evaluation, MLR-02-02, 2004

High-speed non-contact laser profilers have become the standard testing equipment for pavement management ride quality testing. The same technology used in the high-speed profilers is now being used in lightweight profilers for construction smoothness testing. The lightweight profilers have many advantages over the California 25-ft profilograph. Despite the many advantages of the lightweight profilers, there is resistance from the contracting industry toward eliminating the 25-ft profilograph for construction ride testing. One way to reduce or overcome the resistance is to evaluate and demonstrate the advantages/disadvantages of the lightweight profiler in actual field use in Iowa. The objective of the study was to purchase a lightweight profiler and to evaluate its suitability for construction smoothness quality verification and quality acceptance on Iowa projects. A lightweight profiler, an Ames Engineering, Inc. LISA single laser unit, was received in February 2003 for the study. Based on the work done during the 2003 construction season, the following conclusions can be made: (1) For hot mix asphalt surfaces, the LISA correlated well with the contractors' profilographs; (2) LISA results are significantly affected by longitudinal tining on portland cement concrete pavements, requiring a laser system upgrade to give accurate results; (3) A significant timesaving was realized by using the LISA; (4) Increasing visibility and reducing time in the construction zone improved safety; (5) One person with limited lifting capabilities could set up and operate the LISA; and (6) With the current Iowa Department of Transportation specification, the LISA cannot totally replace the profilograph, since bridges and short segments with no adjoining pavement would still require a profilograph.

Financial Needs of Iowa's County Roads, TR-608, 2012

The TR-608 project developed methods and processes for determining current and future Iowa secondary (county) road needs. These tools will be permanently maintained and operated by the Iowa County Engineers Association Service Bureau to provide ongoing need determination services for the state’s ninety-nine county road departments. The systems established via this project will annually tally and report a) how much funding is needed to sustain the county roads long term, b) the adequacy of the secondary roads for the traffic they carry and c) what upgrade needs exist. A “Trend Projection Engine” will also be available to project from current circumstance, with continuation of known revenue and cost trends, to estimate potential outcomes occurring in the next fifteen years. Now that it has been developed, the TR-608 system will continue as an ongoing resource of county road and bridge numbers, condition, trends and issue information for use by counties, either individually or collectively.

West 1 St Street/ IA 57 from Highland Drive to Center Street/Franklin Street, Blackhawk County, Iowa, Project # STP-57-2(28)--2C-07, Environmental Assessment and Section 4(f) De Minimis Impact Finding, 2015

From Proposed Action: "Iowa Northland Regional Council of Governments (INRCOG) and the City of Cedar Falls, in coordination with the Iowa Department of Transportation (Iowa DOT) and the Federal Highway Administration (FHWA), are proposing to upgrade and modernize an approximate 4,900-foot segment of Iowa Highway 57 (IA 57), locally known as West 1st Street, in Cedar Falls, Black Hawk County, Iowa."

A New Species of Sand Racer, Psammodromus (Squamata: Lacertidae), from the Western Iberian Peninsula

A new species of lacertid lizard of the genus Psammodromus is described from the Iberian Peninsula. Genetic and recently published phenotypic data support the differentiation of Psammodromus hispanicus into three, and not as previously suggested two, distinct lineages. Age estimates, lineage allopatry, the lack of mitochondrial and nuclear haplotype sharing between lineages, ecological niche divergence, and the current biogeographic distribution, indicated that the three lineages correspond to three independent species. Here, we describe a new species, Psammodromus occidentalis sp. n., which is genetically different from the other sand racers and differentiated by the number of femoral pores, number of throat scales, snout shape, head ratio, green nuptial coloration, and number of supralabial scales below the subocular scale. We also propose to upgrade the two previously recognized subspecies, Psammodromus hispanicus hispanicus Fitzinger, 1826 from central Spain and Psammodromus hispanicus edwardsianus (Dugès, 1829) from eastern Spain, to the species level: Psammodromus hispanicus stat. nov. and Psammodromus edwardsianus stat. nov. Given that the holotype of Psammodromus hispanicus was lost, we designate a neotype. We also analysed museum specimens of P. blanci, P. microdactylus and P. algirus to describe differentiation of the Psammodromus hispanicus lineages/species from their closest relatives.

Testing of Access Network's Internet Protocol Television Features

Testaus on tänä päivänä olennainen osa tuotekehitysprosessia koko tuotteen elinkaaren ajan, myös tietoliikennetekniikassa. Tietoverkoille asetetut tiukat vaatimukset ympärivuorokautisen toimivuuden suhteen nostavatmyös niiden testauksen tason ja laadun merkitystä. Erityisesti verkkojen uudet toiminnallisuudet, joilla ei ole vielä vuosia kestäneen käytön ja kehityksen tuomaa varmuus- ja laatutasoa, tuovat haasteita testauksen toteutukselle. Televisiokuvan välityksen Internetin yli mahdollistavat ominaisuudet ovat esimerkki tällaisista toiminnallisuuksista. Tässä diplomityössä käsitellään Tellabs Oy:n tuotekehitysosastolla vuosina 2005 ja 2006 toteutetun, erään operaattorin laajakaistaliityntäverkon päivitysprojektin testausosuutta. Kattavamman tarkastelun kohteena ovat erityisesti verkkoon lisättyjen laajakaistatelevisio- eli IPTV-toiminnallisuuksien integraatio- ja systeemitestausmenetelmät.

Laadullisten tekijöiden vaikutus yrityksen luottoluokitukseen -case Nordea Pankki Suomi Oyj

Tutkielman päätavoitteena oli analysoida, mitkä tekijät vaikuttavat pankin luottoluokituksissa laadullisten tekijöiden arviointiin ja mikävaikutus näillä tekijöillä on luottoluokitukseen. Tutkimuksessa myös arvioitiinlaadullisten tekijöiden vaikutusta pankin pääomavaatimukseen. Tutkimuksessa olimu-kana pankin 408 yritysasiakasta. Tutkimuksessa käytettiin tilastollista tut-kimusmenetelmää. Baselin pankkivalvontakomitean asettamat standardit ja rahoitusalan journaaleissa julkaistut tutkimukset muodostivat tutkimuk-sen teoreettisen viitekehyksen. Tutkimusten pohjalta asetettiin tutkimus-hypoteesit. Tutkimustulokset osoittivat, että laadullisten tekijöiden ja taloudellisten te-kijöiden arvioinnin erotukseen eivät vaikuta merkittävästi yrityksen ikä, ko-ko eikä asiakassuhteen kesto. Myöskään toimialalla ei ollut vaikutusta. Konttoreittain laadullisten tekijöiden arvioinnissa oli eroja. Laadullisia teki-jöitäarvioidaan keskimäärin positiivisemmin kuin taloudellisia tekijöitä mut-ta erotolivat koko otantajoukossa hyvin pieniä. Luottoluokitukset nousevat hieman laadullisten tekijöiden vaikutuksesta, jolloin tällä on pääomavaati-musta laskeva vaikutus. Laadullisten ja taloudellisten tekijöiden arvioinnin eroon voi kuitenkinolla olemassa perustellut syyt. Tutkimustulosten perusteellavoidaan todeta, että laadullisten tekijöiden arviointiin eivät vaikuta yksittäiset yrityskohtaiset tekijät. Luokittelijan sub-jektiivisten tekijöiden lisäksi taustalla saattaa vaikuttaa myös monet muut tekijät, joita ei ole tässä tutkimuksessa tutkittu.

Wärtsilä Field Service - Kehittämisen välineenä oppiva organisaatio ja innovaatiot

Pro gradu tutkimuksessa käsitellään oppivan organisaation ja innovatiivisuuden teorioita eri näkökulmista. Kirjallisuuskatsauksen jälkeen esitellään Turun Wärtsilä Field Service, ja empiirisessä osiossa teetetään edellä mainittuihin aiheisiin liittyen kaksi ryhmähaastattelua osaston työntekijöillä. Tämä pro gradu syntyi tarpeesta toteuttaa tutkimus Wärtsilä Field Servicessä tekijöistä, jotka vaikuttavat innovatiiviseen toimintaa sekä tiedon välittymiseen. Haastattelujen pohjalta syntyy ensi kertaa suomenkielistä materiaalia Wärtsilä kenttähuollon työntekijöiden mielipiteistä ja innovatiivisuutta estävistä ja edistävistä tekijöistä. Tämä on myös gradun päätutkimus kohde. Oppivat organisaatiot pyrkivät jatkuvasti uusiutumaan ympäristön vaatimustenmukaisesti ja analysoimaan omaa toimintaansa. Täten yksilöiltä edellytetään jatkuvaa muutosvalmiutta, innovatiivisuutta ja oppimisvalmiutta. Tämän perusteella,tässä tutkimuksessa, innovatiivisuus oletetaan kuuluvaksi myös erottamattomastioppiviin organisaatioihin. Lisäksi informaation välittyminen huomioidaan tutkimuksessa keskeisenä tekijänä, sillä innovatiivisuus kanavoituu yrityksen eduksi parhaiten, mikäli työntekijät saadaan jakamaan tietoa avoimesti. Tutkimuksen tavoitteena on palvella johtoa, ja antaa pohja selvitystyölle kehitettäessä yrityksen toimintaa, ja kerättäessä ideoita, jotka lopulta tuottavat lisäarvoa yrityksen toiminnalle. Ryhmähaastattelujen tuloksena syntyy ehdotelmia toteuttamiskelpoisista arkipäivän toimintaan liittyvistä parannuksista, joita Wärtsilän kenttähuollossa on mahdollista soveltaa.

Luottoluokituksen informaatioarvo Suomen osakemarkkinoilla

Tutkimuksen tavoitteena on tutkia Standard & Poor's:n ja Moody's:n antamien luottoluokitusten informaatioarvoa Suomen osakemarkkinoilla. Tutkimuksessa selvitetään, millaisia vaikutuksia luottoluokituksen lasku ja nosto sekä luottoluokituksen pysyminen ennallaanaiheuttavat osakekurssiin. Aineisto koostuu 42 luottoluokitusilmoituksesta viiden vuoden aikavälillä, syyskuusta 2001 marraskuuhun 2006. Tutkimuksessa käytettiin pitkän aikavälin luottoluokituksia. Luottoluokitusilmoitusten vaikutuksia osakemarkkinoilla tutkittiin tapahtumatutkimusmenetelmän avulla. Empiiristen tulosten perusteella luottoluokituksen lasku ja näkymän heikentyminen aiheuttavat merkitseviä positiivisia epänormaaleja tuottoja. Luottoluokituksen nosto ja näkymän parantuminen eivät aiheuta markkinareaktioita. Markkinat osoittavat epänormaaleja tuottoja ennen luottoluokitusilmoitusta.