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.

Performance of Nongrouted Thin Bonded PCC Overlays, Construction Report, HR-291, 1986

The Iowa road system has approximately 13,000 miles of Portland Cement Concrete Pavements, many of which are reaching the stage where major rehabilitation is required. Age, greater than anticipated traffic, heavier loads and deterioration related to coarse aggregate in the original pavement are some of the reasons that these pavements have reached this level of distress. One method utilized to rehabilitate distressed or underdesigned PCC pavements is the thin bonded Portland Cement Concrete overlay. Since the introduction of thin bonded overlays on highway pavements in 1973, the concrete paving industry has made progress in reducing the construction costs of this rehabilitation technique. With the advent of the shotblast machine, surface preparation costs have decreased from over $4.00 per square yard to most recently $1.42 per square yard. Other construction costs, including placement, grouting and sawing, have also declined. With each project, knowledge and efficiency have improved.

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.

Alternative Flexible Overlays, HR-229, Construction Report, 1983

The object of this research project is to construct and evaluate several bituminous concrete base overlays with various high penetration bituminous products which have the potential to reduce future maintenance and construction costs. In September of 1981 nine different bituminous test sections were constructed on Osceola County roads A-34 and A-46 east of Ashton. Asphalt binders used were AC-5 asphalt cement, SC-800 liquid asphalt, MC-3000 cutback asphalt, CSS-1 emulsion and HFMS-2 emulsion. Aggregate for four of the test sections consisted of salvaged bituminous pavement and new aggregate combined. Each section was road mixed using a different binder arid placed 2-1/4" thick with a motor patrol. The other five test sections consisted of an AC-5 Type B asphalt concrete control section and four plant-mixed, cold-laid bituminous concrete overlay sections using new aggregate. The material was mixed in a continuous drum mix plant and laid with a full width paver.

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.

Crassostrea patagonica (d'Orbigny, 1842) shell concentrations from the late Miocene Rio Negro province, NE Patagonia, Argentina

The Río Negro Formation (late Miocene-early Pliocene) mainly consists of continental deposits, but it contains a middle member of marine origin. It represents a transgressive-regressive sequence that can be seen at several outcrops along the N Patagonian coast. The taphonomical approach to the El Espigón marine deposits permits the identification of four main layers containing different kinds of skeletal accumulation, which mainly consist of oyster shells [Crassostrea patagonica (D'Orbigny, 1842)]. These concentrations display three different morphologies (pouches, pavements and bouquets) with a different taphonomic signature. These deposits were formed in shallow marine environments influenced by wave activity that produced valve concentrations of different entities. They contain several shell beds that represent event, composite, hiatal to lag skeletal concentrations. Traces of bioturbation in the sediment (Thalassinoides, Teichichnus) and bioerosion on the shells (Entobia, Gastrochaeonolites, Caulostrepsis), and encrusters (cirripeds, bryozoans), are also abundant in the outcrop and consititue common components of these Miocene materials. Layers 1 and 2 of the sequence were deposited in shoreface/foreshore environments at the beginning of a highstand systems tract, while layers 3 and 4 were deposited at the end, or at the beginning of a forced regression, in foreshore environments. A final erosional episode cut the top of the layer 4, which truncated the abundant bioturbaation developed there.

Uso de lodo de estação de tratamento de água centrifugado em matriz de concreto de cimento portland para reduzir o impacto ambiental

An alternative application of the humid sludge from the Passaúna WTP, located in Curitiba's metropolitan area, is proposed for concrete structures, partially replacing aggregates and cement. For the investigation, a reference concrete and four concrete mixtures with sludge were produced, and from these, two mixtures, containing 4% and 8% of sludge (m/m), were analyzed by different techniques: X ray fluorescence, X ray diffraction, thermo-gravimetric analysis, physicochemical analysis, compressive strength, etc. The properties were evaluated and the results indicate that the mixtures can be applied in different situations as cast structures for construction of concrete walls. Mixtures with more than 4% of sludge are restricted to applications where the workability of the concrete is not required, such as for residential pavements, sidewalks and stepping floors.

El diseño del suelo y la imagen de la ciudad: la calçada portuguesa

Desde el s. XVIII todas las ciudades se plantean uno de los cambios fundamentales en la estructura de su paisaje. El aumento de población y de actividad económica conlleva la desaparición de las calles térreas y su sustitución por las calles que segregan la acera, convertida en la estructura de soporte de los servicios, de la calzada como espacio de circulación rodada. En Lisboa se extiende la pavimentación de la calzad a según el 'systema Portuguez' con piedras irregulares de basalto sobre arena y ya en 1834, se configura el 'Pelouro das Calçadas' responsable de experimentar, primero, el sistema 'macadam' (c. 1839) y, posterior y paulatinamente, de introducir el asfalto. º La acera, es tratada con losas de calcáreo que, sobre todo, a partir del último tercio de siglo serán substituidas por el 'empedrado ordinario á portuguesa' en piedra calcárea. Una derivación será el 'empedrado dito de mosaico'. Experimentado por Eusebio Pinheiro Furtado en el Castillo de São Jorge (1842), va a extenderse por la ciudad, especialmente, desde la pavimentación del 'Mar Largo' en el Rossio (1848). Así, con ocasión de la ampliación de las aceras del largo de Camões, Augusto César dos Santos, Inspector da Admistração das Calçadas expresa la política de substitución del enlosado por el empedrado 'O sistema a empregar no empedramento destos passeios, deverá ser mozaico, não só pela beleza que apresenta, como por ser uma especialidade nesta cidade, beleza que se pode levar ao efeito escolhendose um padrão simples que pela sua importância não exceda os 500‐600$ o metro superficial' (Cesar dos Santos 1869). Finalmente, en 1895 la Câmara Municipal decretará el uso del 'empedrado á portuguesa' en toda nueva pavimentación y reconstrucción de las aceras. Los sitios representativos de la ciudad se cualifican artísticamente con este modo de hacer tan característico e identitario, no en vano lo podríamos entender como una de las primeras producciones de arte público en el sentido contemporáneo del término. Este sistema de pavimentación se extiende por Portugal y se internacionaliza en España, cuando Júlio César Augusto Cordeiro patenta en Madrid (1895) el 'mosaico portugués' que cristalizará en las aceras laterales del Paseo de San Juan en Barcelona (1896) -antes de la Exposición de París de 1900, de la praça de São Sebastião de Manaus, de las avenidas Rio Branco y Atlántica de Río de Janeiro- llegando a convivir con las farolas modernitas que Pere Falqués diseñó para el 'Cincd'oros' barcelonés. La calçada á portuguesa forma parte de la identidad de Lisboa y afecta a la imagen de marca de la ciudad. Sin embargo, a pesar de su valor identitario y artístico, la calçada está en peligro de muerte. El pavimento -forma entre ellos la 'calçada-forma' está en la base de algunas de las operaciones emblemáticas de construcción de la imagen de la ciudad (La Habana, 1928; Alicante, 1957; las Ramblas de Barcelona, 1969; la reforma de la Avenida Atlántica de Río por Burle Marx, 1970). Sin embargo, estas mismas operaciones demuestran que la 'forma-calçada' no responde a muchos de los requisitos de economía, seguridad o accesibilidad universal que exige la ciudad contemporánea. En el artículo planteamos analizar los motivos y razones que planean sobre la muerte anunciada de la calçada á portuguesa.