Evaluation of the Chemical Durability of Iowa Fly Ash Concretes, HR-327, 1993

The major objective of this research project was to investigate how Iowa fly ashes influenced the chemical durability of portland cement based materials. Chemical durability has become an area of uncertainty because of the winter application of deicer salts (rock salts) that contain a significant amount of sulfate impurities. The sulfate durability testing program consisted of monitoring portland cement-fly ash paste, mortar and concrete test specimens that had been subjected to aqueous solutions containing various concentrations of salts (both sulfate and chloride). The paste and mortar specimens were monitored for length as a function of time. The concrete test specimens were monitored for length, relative dynamic modulus and mass as a function of time. The alkali-aggregate reactivity testing program consisted of monitoring the expansion of ASTM C311 mortar bar specimens that contained three different aggregates (Pyrex glass, Oreapolis and standard Ottawa sand). The results of the sulfate durability study indicated that the paste and concrete test specimens tended to exhibit surface spalling but only very slow expansive tendencies. This suggested that the permeability of the test specimens was controlling the rate of deterioration. Concrete specimens are still being monitored because the majority of the test specimens have expanded less than 0.05%; hence, this makes it difficult to estimate the service life of the concrete test specimens or to quantify the performance of the different fly ashes that were used in the study. The results of the mortar bar studies indicated that the chemical composition of the various fly ashes did have an influence on their sulfate resistance. Typically, Clinton and Louisa fly ashes performed the best, followed by the Ottumwa, Neal 4 and then Council Bluffs fly ashes. Council Bluffs fly ash was the only fly ash that consistently reduced the sulfate resistance of the many different mortar specimens that were investigated during this study. None of the trends that were observed in the mortar bar studies have yet become evident in the concrete phase of this project. The results of the alkali-aggregate study indicated that the Oreapolis aggregate is not very sensitive to alkali attack. Two of the fly ashes, Council Bluffs and Ottumwa, tended to increase the expansion of mortar bar specimens that contained the Oreapolis aggregate. However, it was not clear if the additional expansion was due to the alkali content of the fly ash, the periclase content of the fly ash or the cristobalite content of the fly ash, since all three of these factors have been found to influence the test results.

Investigation of Two Bridge Alternatives for Low Volume Roads Volume 2 of 2 Concept 2: Beam In Slab Bridge, 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. After 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 2) presents the results of Concept 2 - Modification of the Beam-in-Slab Bridge. Concept 1 - Steel Beam Precast Units is presented in Volume 1. Concept 2 involves various laboratory tests of the Beam-in-Slab bridge (BISB) currently being used by Benton County and several other Iowa counties. In this investigation, the behavior and strength of the BISB were determined; a new method of obtaining composite action between the steel beams and concrete was also tested. Since the Concept 2 bridge is primarily intended for use on low-volume roads, the system can be constructed with new or used beams. In the experimental part of the investigation, there were three types of laboratory tests: push-out tests, service and ultimate load tests of models of the BISB, and composite beam tests utilizing the newly developed shear connection. In addition to the laboratory tests, there was a field test in which an existing BISB was service load tested. An equation was developed for predicting the strength of the shear connection investigated; in addition, a finite element model for analyzing the BISB was also developed. Push-out tests were completed to determine the strength of the recently developed shear connector. A total of 36 specimens were tested, with variables such as hole diameter, hole spacing, presence of reinforcement, etc. being investigated. In the model tests of the BISB, two and four beam specimens [L=9,140 mm (30 ft)] were service load tested for behavior and load distribution data. Upon completion of these tests, both specimens were loaded to failure. In the composite beam tests, four beams, one with standard shear studs and three using the shear connection developed, were tested. Upon completion of the service load tests, all four beams were loaded to failure. The strength and behavior of the beams with the new shear connection were found to be essentially the same as that of the specimen with standard shear studs.

Motility tests for drugs preventing PolyQ aggregation in recombinant Caenorhabditis elegans.

The pathological formation of proteinaceous aggregates that accumulate into the brain cells of patients are hallmarks of neurodegenerative diseases such as Alzheimer's disease, amyotrophic lateral sclerosis and the heterogeneous group of polyglutamine (polyQ) diseases. In the polyQ diseases, the most upstream events of the pathogenic cascade are the misfolding and aggregation of proteins, such as huntingtin in Huntington's disease, that contain expanded stretch of glutamine residues above 35--‐40 repeats. This expanded polyQ stretch triggers the misfolding and aggregation of cytotoxic polyQ proteins in the neurons that cause cell death through different processes, like apoptosis, excessive inflammation, formation of free radicals, eventually leading to neuronal loss and neurodegeneration. This study focuses on the cellular network of chaperone proteins that can prevent protein aggregation by binding misfolding intermediates and may, as in the case of HSP70, actively unfold misfolded proteins into refoldable non--‐toxic ones (Hinault et al., 2010; Sharma et al., 2011). The chaperones can also collaborate with the proteasome to convert stable harmful proteins into harmless amino acids. Thus, the chaperone proteins that are the most important cellular factors of prevention and curing of protein misfolding, are negatively affected by aging (Morley et al., 2002) and fail to act properly in the neurons of aged persons, which eventually may lead to neurodegenerative pathologies. The general aim of this research was to identify least toxic drugs that can upregulate the expression of chaperone genes in cells suffering from polyQ--‐ mediated protein aggregation and degeneration. The specific aim of this study was to observe the effect of ten drugs on polyQ aggregation in a recombinant nematode Caenorhabditis elegans expressing a chimeric protein containing a sequence of 35 glutamines (Q35) fused to the green fluorescent protein in muscle cells, which causes an age--‐ and temperature--‐ dependent phenotype of accelerated paralysis. The drugs were selected after having proven their causing the overexpression of chaperone proteins in a previous wide screening of 2000 drugs on the moss plant Physcomitrella patens. The screening that we performed in this study was on these ten drugs. It suggested that piroxicam and anisindione were good reducers of polyglutamine disease mediated paralysis. A hypothesis can be made that they may act as good enhancers of the heat shock response, which causes the overexpression of many HSP chaperones and thus reduce motility impairment of polyQ disease expressing nematodes. Piroxicam was found to have the greatest effect on reducing polyQ35 proteins aggregates mediated paralysis in a dose--‐dependent manner but was also found to either have a toxic effect on wild type C.elegans, either to change its natural motility behavior, eventually reducing its motility in both cases. Chloroform should be preferred over DMSO as a drug solvent as it appears to be less toxic to C.elegans.

Performance of Poly-Carb, Inc. Flexogrid Bridge Overlay System, MLR-86-04, 2001

Intrusion of deicing materials and surface water into concrete bridge decks is a main contributor in deck reinforcing steel corrosion and concrete delamination. Salt, spread on bridge decks to melt ice, dissolves in water and permeates voids in the concrete deck. When the chloride content of the concrete in contact with reinforcing steel reaches a high enough concentration, the steel oxidizes. In Iowa, the method used to reduce bridge deck chloride penetration is the application of a low slump dense concrete overlay after the completion of all Class A and Class B floor repairs. A possible alternative to the use of dense concrete overlays, developed by Poly-Carb, Inc., is the MARK-163 FLEXOGRID Overlay System. FLEXOGRID is a two component system of epoxy and urethane which is applied on a bridge deck to a minimum thickness of ¼ inch. An aggregate mixture of silica quartz and aluminum oxide is broadcast onto the epoxy at a prescribed rate to provide deck protection and superior friction properties. The material is mixed on site and applied to the deck in a series of lifts (usually two) until the desired overlay thickness has been attained.

Evaluation of PCC Specification Changes Impact on Durability: 1992 - 1997 Core Study, MLR-98-06, 2005

In 1990, early distress had shown up on US 20 in Hamilton/Webster counties, three years after paving. Since that time, over a dozen more projects, constructed between 1984 and 1994, have been found to exhibit similar early distress. Several changes to the concrete and Portland cement specifications occurred in 1994 and 1996. This study was undertaken to investigate in place concrete pavements before and after specification changes were implemented. The objective of this research is to evaluate the impact of Portland cement and concrete specification changes made in 1994 and 1996 on PCC durability. Cores were obtained in 1998 and 2003 from projects constructed in 1992, before specification changes, and 1997 after specification changes. The following is a brief summary of the conclusions: 1. The pavements in the study constructed under the new specifications are performing much better after 5 years of service than the pavements constructed under the old specifications. 2. According to ISU, micro-cracking is evident in all concrete that has been in service, due to thermal stresses and loading stresses. Also, the low vacuum SEM will desiccate the concrete enough to cause micro-cracking. The SEM should not be used as a tool to indicate micro-cracking. 3. Use of Type II cement (C3A <8%) and a 3.0% SO3 limit does not completely eliminate ettringite infilling in air voids, as indicated in the bottom of the 1997 cores. 4. In areas of high moisture (bottom of the core), infilling is present in most of the 1997 cores. 5. Low air content and high spacing factor in the top of 1992 cores apparently causes F/T cycling cracking and then increased moisture paths from cracking causes infilling. 6. Use of ground granulated blast furnace slag (GGBFS) and fly ash reduces ettringite infilling either by diluting the aluminate (C3A) or lowering permeability, which slows ingress of moisture. 7. The specification changes that made the biggest impact on pavement durability are the limits on vibration and increase in air content in September 1994. 8. Investigations of cores from pavements placed in 2002 and 2003 indicate improved air contents and spacing factors. In-place air content and spacing factors should be monitored to determine if appropriate air void parameters are being met.

Development of LRFD Procedures for Bridge Pile Foundations in Iowa, Volume I: An Electronic Database for PIle LOad Tests (PILOT), TR-573, 2011

For well over 100 years, the Working Stress Design (WSD) approach has been the traditional basis for geotechnical design with regard to settlements or failure conditions. However, considerable effort has been put forth over the past couple of decades in relation to the adoption of the Load and Resistance Factor Design (LRFD) approach into geotechnical design. With the goal of producing engineered designs with consistent levels of reliability, the Federal Highway Administration (FHWA) issued a policy memorandum on June 28, 2000, requiring all new bridges initiated after October 1, 2007, to be designed according to the LRFD approach. Likewise, regionally calibrated LRFD resistance factors were permitted by the American Association of State Highway and Transportation Officials (AASHTO) to improve the economy of bridge foundation elements. Thus, projects TR-573, TR-583 and TR-584 were undertaken by a research team at Iowa State University’s Bridge Engineering Center with the goal of developing resistance factors for pile design using available pile static load test data. To accomplish this goal, the available data were first analyzed for reliability and then placed in a newly designed relational database management system termed PIle LOad Tests (PILOT), to which this first volume of the final report for project TR-573 is dedicated. PILOT is an amalgamated, electronic source of information consisting of both static and dynamic data for pile load tests conducted in the State of Iowa. The database, which includes historical data on pile load tests dating back to 1966, is intended for use in the establishment of LRFD resistance factors for design and construction control of driven pile foundations in Iowa. Although a considerable amount of geotechnical and pile load test data is available in literature as well as in various State Department of Transportation files, PILOT is one of the first regional databases to be exclusively used in the development of LRFD resistance factors for the design and construction control of driven pile foundations. Currently providing an electronically organized assimilation of geotechnical and pile load test data for 274 piles of various types (e.g., steel H-shaped, timber, pipe, Monotube, and concrete), PILOT (http://srg.cce.iastate.edu/lrfd/) is on par with such familiar national databases used in the calibration of LRFD resistance factors for pile foundations as the FHWA’s Deep Foundation Load Test Database. By narrowing geographical boundaries while maintaining a high number of pile load tests, PILOT exemplifies a model for effective regional LRFD calibration procedures.

Is Internet use unhealthy? A cross-sectional study of adolescent Internet overuse.

OBJECTIVE: To assess whether problematic internet use is associated with somatic complaints and whether this association remains when checking for internet activity among a random sample of adolescents living in the canton of Vaud, Switzerland. METHODS: Cross-sectional survey of 3,067 8th graders (50.3% females) divided into average (n = 2,708) and problematic (n = 359) Internet users and compared for somatic complaints (backache, overweight, headaches, musculoskeletal pain, sleep problems and sight problems) controlling for sociodemographic and internet-related variables. Logistic regressions were performed for each complaint and for all of them simultaneously controlling variables significant at the bivariate level. RESULTS: At the multivariate level, when taken separately, problematic internet users were more likely to have a chronic condition (adjusted odds ratio [aOR] with 95% CI: 1.58 [1.11:2.23]) and to report back pain (aOR: 1.46 [1.04:2.05]), overweight (aOR: 1.74 [1.03:2.93]), musculoskeletal pain (aOR: 1.36 [1.00:1.84]) and sleep problems (aOR: 2.16 [1.62:2.88]). When considered in the full model, only sleep problems remained significant (aOR: 2.03 [1.50:2.74]). CONCLUSIONS: Our results confirm that problematic internet users report health problems more frequently, with lack of sleep being the most strongly associated and seeming to act as mediator regarding the other ones. Clinicians should remember to screen for excessive internet use their patients complaining of sleep-related problems, back or musculoskeletal pain or overweight. Clinicians should advise parents to limit the amount of time their adolescent children can spend online for leisure activities. Furthermore, limiting the number of devices used to connect to the internet could help warrant enough sleeping time.

07020-007 Hurley Creek Watershed/McKinley Lake Final Report

The Hurley Creek Watershed is a micro-watershed of approximately 2,211 acres (3.5 square miles), which drains into the Platte River southwest of Creston. The watershed is 64% urban and 36% rural. The urban area includes the bulk of the town of Creston (population 7,597) and the rural area is just north of Creston, which includes the origin of Hurley Creek. Hurley Creek Watershed was examined for improvements following a citizens group in 2004 determined a need and desire to make McKinley Lake, a 65-acre city-owned lake, a quality fishery and viable swimming lake, as it once was. As part of a major park improvement project over ten-plus years, the watershed improvement project is undertaken to reduce pollution entering the lake. In 2006, IOWATER volunteers, under guidance of the town’s consultants, sampled the stream in 8 locations throughout the year, a total of 92 samples. The samples, along with visual inspections of the creek, found three major impairments: 1) high E. Coli levels, 2) severe erosion, and 3) storm water management. Using the Watershed Project Planning Protocol, the consultant and a volunteer committee of interested citizens determined that five physical and three administrative actions should be undertaken. The request will help: identify sources of E. Coli and reduce its delivery into the watershed, control animal access, manage storm water, implement stream-bank stabilization, educate the public, and develop miscellaneous small projects on specific properties.

Juvenile Justice System Planning Data Iowa’s Juvenile Justice Advisory Council Three Year Comprehensive Plan with Additional Juvenile Justice System Information, November 2015

This report provides key juvenile justice system planning data, most of which are taken from Iowa’s 2015 Juvenile Justice and Delinquency Prevention Act Three Year Plan. The data and related descriptions serve as an overview of decision making for major juvenile justice system processing points, and also assist state and local officials with policy and practice. Included in the report are school discipline data and data related to juvenile in the adult criminal justice system.

Juvenile Justice System Planning Data Iowa’s Juvenile Justice Advisory Council Three Year Comprehensive Plan with Additional Juvenile Justice System Information, November 2015

This report provides key juvenile justice system planning data, most of which are taken from Iowa’s 2015 Juvenile Justice and Delinquency Prevention Act Three Year Plan. The data and related descriptions serve as an overview of decision making for major juvenile justice system processing points, and also assist state and local officials with policy and practice. Included in the report are school discipline data and data related to juvenile in the adult criminal justice system.

Osaaminen tietämyksen tukena kehitettäessä aikuisopiston työprosesseja

Osaaminen voi muodostua ongelmaksi yritysten kilpailukyvylle, jos siihen ei kiinnitetä huomiota jo strategiasuunnittelusta lähtien. Vaikka asiakkaiden muuttuneet odotukset kyettäisiinkin kohdentamaan ennen kilpailijoita, saattaa olla, että siihen ei pystytä vastaamaan, jos ei ehditä oppimaan uutta tai uudella tavalla. Diplomityön tavoitteena on laatia Etelä-Karjalan aikuisopistollehenkilöstön osaamisen kehittämiskuvaus siitä, kuinka strategian määrittämisestälähtien voidaan henkilöstön osaamista parantaa ja pyrkiä luomaan kilpailuetua markkinoilla. Henkilöstön osaamisen kehittäminen tulee olla suunnitelmallista, tarvittaessa yksilön, ryhmän ja organisaation edut huomioivaa, riittävän yksinkertaista ja konkreettista, jotta suunnitelma voidaan toteuttaa, seurata ja edelleenkehittää. Työn teoriaosassa on kuvattu vision ja strategian merkitystä osaamisen kehittämiseen. Lisäksi on tarkasteltu yksilön oppimista, oppimisen prosessia ja sen kehittymistä organisaation kyvykkyydeksi. Osaamisen infrastruktuuria on lähestytty organisaatiokulttuurin, sitouttamisen ja kehittämisjärjestelmän näkökulmasta. Empiirisessä osuudessa on tuotu esiin aikuisopiston henkilöstön osaamisen kehittämisen tavoitteet, nykyiset käytännöt, kehittämisen vaihtoehdot sekä jatkotoimenpiteet. Osaaminen on aikuisopiston henkilöstön ammattitaidon perusta. Osaamistarpeen määrittämisen tulee keskittyä aikuisopiston ydinosaamisen kehittämiseen. Henkilöstö tulisi nähdä motivoinnin ja sitouttamisen kautta inhimillistä tietopääomaa kasvattavana tekijänä, johon voidaan sujuvasti liittää aineeton pääoma (data, informaatio jne.) sekä strateginen reservi, kuten kilpailuetua tuottava innovointitoiminta.

Organisaatiokulttuurin muutos teleyhtiön sopeuttamisessa toimialamuutokseen

Työssä tarkasteltiin paikallisen teleyhtiön muutos- ja sopeuttamisprosessia vanhanaikaisesta puhelinyhtiöstänykyajan moderniksi teletoimijaksi. Selvitettiin, miten kaikki on saanut alkunsa ja minkälainen yritys on tänä päivänä. Yrityksen kehitykseen vaikuttaa väkisinkin organisaatiokulttuuri ja sen muuttuminen yrityksen toiminnan laajentuessa jamuuttuessa. Käytiin läpi orgäanisaatioteoriaa sekä siihen olennaisena osana liittyvää yrityksen arvomaailmaa ja yrityskuvaa. Tutkimus suoritettiin aikasarjana.Tutkimuksessa suoritettiin lyhyt historiakuvaus, jonka avulla selvitettiin tämän päivän kehitykseen vaikuttavat tekijät. Niitä olivat pääsääntöisesti yleinen teleliikennetoimialan kehittyminen ja viranomaisvalvonta. Asiaa tutkittiin kulttuurin kasvu- ja kehitysvaiheet menetelmää avuksi käyttäen. Empiirisenä aineistonakäytettiin paikallisen teleyhtiön vuosikertomuksia, otoksia julkisista lehti- ja internetartikkeleista sekä paikallisesta teleyhtiöstä ja yleisesti telealasta kertovaa kirjallisuutta. Lisäksi käytettiin hyväksi tutkijan omaa kokemusta pitkään telealalla työskennelleenä. Tutkimuksessa päädyttiin siihen tulokseen, että paikallisen teleyhtiön pitäisi näkyä enemmän valtakunnallisesti. Henkilöstön sopeuttaminen uuteen tilanteeseen tulee olemaan yritysjohdolle tärkein tehtävä. Tässä asiassa edesauttaa se, että yritysjohdolta löytyisi hyvät muutos-johtamisen ja vuorovaikuttamisen taidot. Viestinnän merkitys nousee myös erittäin tärkeäksi.Sen pitää toimia kumpaankin suuntaan, henkilöstön ja yritysjohdon välillä pitääolla kahdensuuntaista viestintää. Lisäksi todettiin, että todennäköisesti tapahtuu fuusioitumista joko niin, että isommat paikalliset teleyhtiöt ostavat pieniäyhtiöitä, ja markkinoille jää vain muutama iso paikallinen teleyhtiö, tai sitten kaikki paikalliset teleyhtiöt fuusioituvat yhteen isoon yhtiöön. Tulevaisuudessa kilpailun kiristyminen tulee luomaan tämänkaltaisia paineita. Tuote- ja palvelukehitykseen pitää tulevaisuudessa panostaa huomattavasti enemmän. Telealalla saadaan myös tottua siihen, että EU:n alueella tullaan vaatimaan kilpailun täyttävapautumista. Lisäksi viranomaiset tulevat seuraamaan telealaa jatkossakin erittäin tarkasti.

Osakeyhtiön sivuuttaminen, kohdistamisongelmana tulonsaaja - OY vs. osakas

Tutkielman tavoitteena on tutkia veronkiertosäännöksen eli VML 28 §:n soveltamista sivuutettaessa osakeyhtiö verotuksessa. Tutkielma on rajattu tapauksiin, joissa osakeyhtiön tuloa on sivuutettu ja verotettu osakkaan palkkatulona. Tutkielma muodostuu lähinnä kirjallisuuteen ja lainsäädäntöön perustuvista teoriaosista sekä oikeuskäytäntöön pohjautuvasta tutkimusosasta. Tutkimus on oikeusdogmaattinen, eli tarkoituksena on selvittää voimassa olevan lainsäädännön sisältö. Tutkimuksessa on käyty läpi korkeimman hallinto-oikeuden ja hallinto-oikeuksien päätöksiä ja selvitetty näiden avulla kriteerejä, joita voidaan pitää tunnusmerkkeinä vallitsevasta palkkasuhteesta. Tämä saattaa johtaa verotuksessa osakeyhtiön tulon sivuuttamiseen. Päätös osakeyhtiön sivuuttamisesta tehdään kuitenkin aina kokonaisarvioinnin perusteella. Päätöksen lopputulokseen vaikuttaa kuitenkin merkittävästi mm. osakeyhtiön toimeksiantajien lukumäärä. Mikäli toimeksisaaja työskentelee hyvin samankaltaisissa olosuhteissa kuin toimeksiantajan työntekijät, voidaan osakeyhtiö verotuksessa sivuuttaa, mikäli tilanne tulee esille esim. verotarkastuksen yhteydessä.

Arvojen sisäistäminen organisaatiossa - esteet ja edistäjät. Case: Stora Enso Anjalan tehtaat

Tutkimuksen tarkoituksena on selvittää minkälaisia arvojen sisäistämisen esteitä ja edistäjiä organisaatiossa ilmenee ja onko vuorovaikutuksella merkitystä arvojen sisäistämisessä. Case-tutkimuksella selvitän Stora Enson konsernin arvojen sisäistämisen tilaa Anjalan tehtailla sekä pyrin löytämään tutkimustulosten perusteella keinoja ja toimenpide-ehdotuksia arvojen konkretisoimiseksi.Tutkimusmenetelminä käytän kvantitatiivista lomakekyselyä ja kvalitatiivisia puoliksi strukturoituja teemahaastatteluja sekä virtuaalihaastatteluja. Arvojen sisäistämisen esteet organisaatiossa voidaan jakaa neljään ryhmään: arvoprosessin esteisiin, johdon ja esimiesten toimintaan liittyviin esteisiin sekä organisaatioon ja yksilöön liittyviin esteisiin. Arvojen sisäistämisen edistäjät puolestaan painottuvat suurimmaksi osaksi esimies-alais –yhteistoiminnan onnistumiseen. Tärkeimpinä ovat säännölliset kehityskeskustelut, palautteen antaminen, työn- ja vastuunjako, säännölliset osastopalaverit, selkeät tavoitteet, tasapuolisuus, vuorovaikutus ja tiedottaminen, sosiaalinen tuki ja välittäminen. Esimies-alais –toiminnan lisäksi arvot itsessään, organisaatioon liittyvät tekijät sekä osaamispääoman hallinta organisaatiossa toimivat myös arvojen edistäjinä.