A Different Perspective for Investigation of PCC Pavement Deterioration, HR-2074, Interim Report, 1996

Many early Iowa Portland Cement Concrete (PCC) pavements provided good performance without deterioration for more than 50 years. In the late 1950's, Iowa was faced with severe PCC pavement deterioration called D cracking due to crushed limestone containing a bad pore system. Selective quarrying solved the problem. In 1990, cracking deterioration was identified on a three year old US 20 pavement in central Iowa. The coarse aggregate was a crushed limestone with an excellent history of performance in PCC pavement. Examination of cores showed very few cracks through the coarse aggregate particles. The cracks were predominately confined to the matrix. A high resolution, low vacuum Hitachi Scanning Electron Microscope (SEM) with an energy dispersion detector was used to investigate the deterioration. Subsequent evaluation identified very little concentration of silica gel (silicon-Si), but did identify substantial amounts of sulfur-s and aluminum-Al (assumed to be ettringite) in the air voids. Some of these voids have cracks radiating from them leading us to conclude that the ettringite filled voids were a center of pressure causing the crack. The ettringite in the voids, after being subjected to sodium chloride (NaCl) brine, initially swells and then dissolves. The research has led to the conclusion that the premature deterioration may be due to ettringite and may have been mistakenly identified as Alkali-Silica reactivity (ASR).

2000 Transportation Scholars Conference: Compendium of Papers, 2000

Compendium of papers presented at the Transportation Scholars Conference in 2000.

Quantitative Guidelines for Thin Maintenance Surfaces, TR-435, 2003

What follows are the refined guidelines from the Thin Maintenance Surface: Phase II Report. For that report, test sections were created and monitored along with some existing test sections. From the monitoring and evaluation of these test sections, literature reviews, and the experience and knowledge of the authors, the following guidelines were created. More information about thin maintenance surfaces and their uses can be found in the above-mentioned report.

Low Cost Techniques of Base Stabilization, HR-312, Construction Report, 1989

This research project was initiated in 1988 to study the effectiveness of four different construction techniques for establishing a stable base on a granular surfaced roadway. After base stabilization, the roadway was then seal coated, eliminating dust problems associated with granular surfaced roads. When monies become available, the roadway can be surfaced with a more permanent structure. A 2.8 mile section of the Horseshoe Road in Dubuque County was divided into four divisions for the study. This report discusses the procedures used during construction of these different divisions. Problems and possible solutions have been analyzed to better understand the capabilities of the materials and construction techniques used on the project.

Fast Track and Fast Track II - Cedar Rapids, Iowa, HR-544, Construction Report, 1989

Two lanes of a major four lane arterial street needed to be reconstructed in Cedar Rapids, Iowa. The traffic volumes and difficulty of detouring the traffic necessitated closure for construction be held to an absolute minimum. Closure of the intersections, even for one day, was not politically feasible. Therefore, Fast Track and Fast Track II was specified for the project. Fast Track concrete paving has been used successfully in Iowa since 1986. The mainline portion of the project was specified to be Fast Track and achieved the opening strength of 400 psi in less than twelve hours. The intersections were allowed to be closed between 6 PM and 6 AM. This could occur twice - once to remove the old pavement and place the base and temporary surface and the second time to pave and cure the new concrete. The contractor was able to meet these restrictions. The Fast Track II used in the intersections achieved the opening strength of 350 psi in six to seven hours. Two test sections were selected in the mainline Fast Track and two intersections were chosen to test the Fast Tract II. Both flexural and compression specimens were tested. Pulse velocity tests were conducted on the pavement and test specimens. Maturity curves were developed through monitoring of the temperatures. Correlations were performed between the maturity and pulse velocity and the flexural strengths. The project was successful in establishing the feasibility of construction at night, with no disruption of traffic in the daytime, using fast Track II. Both the Fast Track II pavements were performing well four years after construction.

Ammonium Phosphate/Fly Ash Road Base Construction, HR-294, Construction Report, 1987

The objective of this research project was to evaluate the construction and service performance of ammonium phosphate/fly ash (APFA) treated base courses of crushed fines and/or unprocessed sand. Specific test results related to construction of the test sections were included in the 1987 construction report by Iowa State University. The performance of the experimental sections is dealt with in this final report. This 1986 project demonstrated that in all cases the control sections utilizing a Type B base experienced dramatically less cracking in the surface than the APFA treated base sections. The cost per mix and subsequent surface maintenance costs for the APFA base sections, especially those having a substantial amount of limestone, were higher than the Type B base control sections. This type of construction may prove to be economical only when petroleum product costs escalate.

Correlation of Locally-Based Performance of Asphalts with Their Physicochemical Parameters, Progress Report 2, HR-298, 1989

This project was undertaken to study the relationships between the performance of locally available asphalts and their physicochemical properties under Iowa conditions with the ultimate objective of development of a locally and performance-based asphalt specification for durable pavements. Physical and physicochemical tests were performed on three sets of asphalt samples including: (a) twelve samples from local asphalt suppliers and their TFOT residues, (b) six core samples of known service records, and (c) a total of 79 asphalts from 10 pavement projects including original, lab aged and recovered asphalts from field mixes, as well as from lab aged mixes. Tests included standard rheological tests, HP-GPC and TMA. Some specific viscoelastic tests (at 5 deg C) were run on b samples and on some a samples. DSC and X-ray diffraction studies were performed on a and b samples. Furthermore, NMR techniques were applied to some a, b and c samples. Efforts were made to identify physicochemical properties which are correlated to physical properties known to affect field performance. The significant physicochemical parameters were used as a basis for an improved performance-based trial specification for Iowa to ensure more durable pavements.

The Relationship of Aggregate Durability to Trace Element Content, Interim Report, HR-266, 1984

This report is a brief overview of the recent Iowa Department of Transportation research in the area of durability of Portland cement, concrete under the direction of Wendeli Dubberke. Present plans are to publish a more detailed report on low Portland cement concrete- durability research in January, 1985.

Iowa Development of Rubblized Concrete Pavement Base Mills County, Construction Report, HR-315, 1990

The concept of rubblizing existing concrete pavement prior to the placement of an asphaltic cement concrete overlay has been around for several years and, in fact, has been tried successfully in the states of New York, Michigan, and Ohio. With available construction and maintenance dollars usually not meeting the demands of the needed work, much of the necessary rehabilitation of existing Portland cement concrete pavements is not being completed when it would be most beneficial. Research project HR-315, "Iowa Development of Rubblized Concrete", has been undertaken to determine the effects of rubblized concrete pavement base as it affects the cracking pattern and longevity of the ACC overlay.

Investigation of PCC Pavement Deterioration: A Few Facts are Worth More than 100 Opinions, Interim Report, HR-2074, 1995

Portland Cement Concrete (PCC) pavement has served the State of Iowa well for many years. The oldest Iowa pavement was placed in LeMars in 1904. Beginning in 1931, many miles of PCC pavement were built to "get out of the mud.” Many of these early pavements provided good performance without deterioration for more than 50 years. In the late 1950's, Iowa was faced with severe PCC pavement deterioration referred to as D cracking. Research identified the cause of this deterioration as crushed limestone containing a bad pore system. Selective quarrying and ledge control has alleviated this problem. In 1990, cracking deterioration was identified on a three year old pavement on us 20 in central Iowa. The coarse aggregate was a crushed limestone with an excellent history of performance in PCC pavement. Examination of cores showed very few cracks through the coarse aggregate particles. The cracks were predominately confined to the matrix. The deterioration was identified as alkali-silica reactivity (ASR) by a consultant.

Pavement Surface on Macadam Base, Adair County, HR-209, Construction Report, 1980

The objectives were to determine the feasibility and performance of this type of construction and to determine if the macadam base is effective in reducin9or eliminating D-cracking deterioration.

A Security-aware Approach to JXTA-Overlay Primitives

The JXTA-Overlay project is an effort to use JXTA technologyto provide a generic set of functionalities that can be used by developers to deploy P2P applications. Since its design mainly focuses on issues such as scalability or overall performance, it does not take security into account. However, as P2P applications have evolved to fulfill more complex scenarios, security has become a very important aspect to take into account when evaluating a P2P framework. This work proposes a security extension specifically suited to JXTA-Overlay¿s idiosyncrasies, providing an acceptable solution to some of its current shortcomings.

L'arquitectura que es trepitja

Peer reviewed

Palvelusopimukset tienpidon hankinnoissa

Infrarakentamisen toimintaympäristö on muuttumassa. Aikaisemmin julkinen sektori hallitsi toimialaa, mutta markkinat ovatavautumassa. Teknologian kehittäminen siirtyy julkiselta tilaajataholta yksityisille ja osaaminen yritysten kilpailutekijänä korostuu. Julkisen sektorin tehtävänä on luoda edellytyksiä tällaiselle toiminnalle. Toimintoja tullaan Tiehallinnossa ulkoistamaan yhä enemmän. Uusissa palvelusopimusmalleissa yhdistetään tieverkon tai tuotteen kunnon hallinta, toimenpiteiden ohjelmointi sekä palvelujen hankinta. Tästä muodostuu yhtenäinen prosessi, josta palvelun tuottaja vastaa. Nykyisin käytössä olevassa hankintamallissa edellä mainitut toiminnot on hajautettu useammalle eri vastuutaholle. Tämän työn tavoitteena on tarkastella palvelusopimusmallin soveltuvuutta hankintamenettelyjen eräänä vaihtoehtona. Lähtökohtana on tehdä ajallisesti pidempiä, sisällöllisesti laajempia sopimuksia. Palvelusopimusmallia voidaan soveltaa moniin hankintoihin. Tässä työssä tarkastellaan palvelusopimusmallia päällystetyn tieverkon ylläpidon hankinnassa. Uusien toimintatapojen käyttöönotossa on tärkeää saada alan toimijat yhdessä kehittämään näitä malleja. Työssä on haastateltu alan toimijoita ja heidän mielipiteet on otettu huomioon suunniteltaessa palvelusopimuksen sisältöä. Uusi sopimusmalli motivoi innovatiivisiin ratkaisuihin. Niiden syntymistä edesauttaa yritysten verkostomainen toiminatapa ja kumppanuuden syventäminen. Jokainen yritys voi tällöin keskittyä omaan ydinosaamiseensa. Samalla toimintojen kokonaistuottavuutta voidaan parantaa. Riskien hallinta on eräs tärkeimmistä asioista palvelusopimusmallin mukaisen toiminnan onnistumiselle. Riskien tunnistaminen ja niiden jakaminen eri osapuolten kesken oikeuden mukaisesti tulee sopimusmallissa hallita. Merkittävänä riskitekijöinä nousivat tässä työssä esiin, vaikeasti hallittavat, pitkän sopimusajan tuomat uhat.

Jätteen määrän vähentäminen ja jätteenkäsittelymahdollisuuksien selvittäminen pinnoitetehtaassa

EU:n mukanaan tuomat uudet vaatimukset jätteenpoltolle aiheuttavat suuria muutoksia Dynea Overlays Oy:n jätteen käsittelylle. Samalla tehdasalueella tapahtuva jätteenpoltto päättyy todennäköisesti vuoden 2005 lopulla. Tästä syystä tehtaalla syntyville jätteille haettiin uusia hävitysreittejä. Jokaiselle jätejakeelle löydettiin uusi hävitysvaihtoehto, jotka pääosin ovat jätteen hyödyntämistä energiana. Pinnoitejätteet, kovetetut hartsit ja kuitujäte hyödynnetään energiana, tyhjät kertakäyttökontit joko otetaan uudelleenkäyttöön tai toimitetaan purettuina metallin- ja muovinkeräykseen. Työn toinen tavoite oli jätteen määrän vähentäminen. Jätteen määrää vähentämällä saadaan alennettua jätteenkäsittelykustannuksia sekä parannettua saantoa. Saanto on mittari, jota seurataan Dynean kaikilla pinnoitetehtailla ympäri maailmaa. Yrityksen johto on asettanut tavoitteeksi nostaa saannon vuoden 2003 tasolta 90 % tasolle 93 % vuoden 2004 loppuun mennessä. Jo vuoden 2004 ensimmäisinä kuukausina saanto näyttää parantuneen tavoitetasolle asiaan kiinnitetyn huomion ja tarkentuneen raportoinnin seurauksena.