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.

Plastic Air Content versus Hardened Air Content by High Pressure Air Meter, MLR-99-03, 2001

Plastic air content is typically tested by the pressure method, ASTM C138. Loss of air content through the paver has been shown to exceed 2 percent at times. Research has shown that early deterioration of pavements in Iowa may be directly or indirectly related to low or inadequate air content. Hardened air content is typically checked using the linear traverse method, ASTM C457. The linear traverse method is very time consuming and could not be used on a production scale. A quick and effective method of testing in place air content is needed. Research has shown a high degree of correlation with the high-pressure method of determining air content of hardened concrete versus plastic air content in laboratory conditions. This research indicated that air contents are more variable when comparing core results to plastic air content, although the overall average for the air content was comparable. Perhaps, the location of the plastic air content test, obtained from construction records, versus location of the cores was not as accurate as needed.

Pavement Management and Rehabilitation of Portland Cement Concrete Pavements, MLR-80-01, 1981

None provided.

Evaluation of the SHRP Modified Georgia Digital Faultmeter, MLR-93-01, 1993

The SHRP Modified Georgia Digital Faultmeter was loaned to the Iowa Department of Transportation in January 1993 for evaluation. A study was undertaken comparing the faultmeter to Iowa's current method of fault measurement. The following conclusions were made after comparing the faultmeter to Iowa's gauge: The faultmeter was lighter and easier to maneuver and position. The faultmeter's direct readout was quicker to read. The faultmeter has increased precision. The faultmeter gave consistently lower fault readings than the Iowa gauge.

Preformed Phoenix Ethylene Propylene Diene Monomer (EPDM) Compression Joint Seals, MLR-93-02, 1999

There is an ongoing drive towards improvements and achieving success in effective and long term sealing of portland cement concrete pavement contraction joints. A variety of joint sealing products and procedures have been applied in Iowa in search of improvements in seal performance. Hot poured rubberized asphalt products were mainly used for sealing all joints in earlier years for highways. In the 1980s, silicone sealant products were becoming popular, especially for the major highways. As a high level of sealant performance was not achieved from silicones in Iowa conditions, other sealing products were tried. Preformed neoprene compression seals are being tried as a substitution for silicone sealants. Due to high costs of materials and installation with neoprene seals, the search for improvements through other joint sealing products and procedures continued. An agreement was made with Phoenix, North America, Inc., to provide and install preformed Ethylene Propylene Diene Monomer (EPDM) compression joint seals. The research site was a 600 ft (183 m) test section of northbound I-29 in Pottawattamie County, Iowa. Seal installation was done August 20, 1992. Seal performance has been good over the past seven years and the seals are still showing no significant signs of decreasing performance.

Carbonate Rock Pore Size Distribution Determination through Iowa Pore Index Testing, MLR-15-01, 2015

The Iowa Pore Index (IPI) measures the pore system of carbonate (limestone and dolomite) rocks using pressurized water to infiltrate the pore system. This technique provides quantitative results for the primary and capillary (secondary) pores in carbonate rocks. These results are used in conjunction with chemical and mineralogical test results to calculate a quality number, which is used as a predictor of aggregate performance in Portland cement concrete (PCC) leading to the durability classification of the aggregate. This study had two main objectives: to determine the effect different aggregate size has on IPI test results and to establish the precision of IPI test and test apparatus. It was found that smaller aggregate size fractions could be correlated to the standard 1/2”-3/4” size sample. Generally, a particle size decrease was accompanied by a slight decrease in IPI values. The IPI testing also showed fairly good agreement of the secondary pore index number between the 1/2”-3/4”and the 3/8”-1/2” fraction. The #4-3/8” showed a greater difference of the secondary number from the 1/2”-3/4” fraction. The precision of the IPI test was established as a standard deviation (Sr) of 2.85 (Primary) and 0.87 (Secondary) with a repeatability limit (%r) of 8.5% and 14.9% for the primary and secondary values, respectively.

Methods to Increase Durability of Reactive ("D" Cracking) Coarse Aggregate in Portland Cement Concrete, MLR-73-01, 1973

The coarse aggregates used for Portland Cement concrete in southwest Iowa have exhibited a poor serviceability. This early failure is attributed to a characteristic commonly referred as "D" cracking. "D" line cracking is a discolored area of concrete caused by many fine, parallel hairline cracks. "D" line cracking is primarily caused by the movement of water in and through coarse aggregate with a unique pore structure. The presence of the water in the aggregates at the time of freezing causes the "D" cracking to occur and early failure. By making the pore structure less permeable to moisture, it is thought the durability factor of the concrete should increase. By drying the aggregate before mixing and then mixing with the cement, the particles of cement should enter the outer pore structure, and upon hydration make the pore structure less permeable to moisture.

Interlaboratory Study to Determine the Precision of the MIT Scan T2 for PCC Pavement Thickness, MLR 14-01, 2015

The MIT Scan T2 device has been implemented in Iowa as a new method for determining PCC pavement thickness compliance. The T2 device utilizes a magnetic pulse induction technology to measure the distance from a sensor to a metal target. The objective of this project was to conduct an interlaboratory study (ASTM C802) to determine the precision of the test.Fifteen MIT Scan T2 gauges and fifteen operators performed testing on three reference platforms and nine pavement locations of varying thicknesses. The testing was conducted on October 29, 2014 at two sites near Ames, Iowa. Usable data was obtained from every operator at all locations.

El delito de trata de personas: análisis del nuevo artículo 177 bis CP desde la óptica del cumplimiento de compromisos internacionales de incriminación

El artículo analiza los elementos esenciales del nuevo delito de trata de personas que incorporado al CP mediante la reforma de 2010. Asimismo explora la tipificación de la trata de personas en Derecho comparado, los compromisos internacionales adquiridos por el Estado español acerca de la incriminación de esta conducta y su nivel de cumplimiento con el nuevo delito.

Reações de Cp'(CO)2MnPPH2H com CH3COCl e CH3S(O)2Cl em THF/trietilamina: evidências da primeira estabilização por complexação de um fósforo-homólogo das sulfonamidas

Cp'Mn(CO)3 (Cp'=h5-C5H4-CH 3) reacts with P(C6H5)2H in THF to give Cp'(CO)2MnPPh2H (Ph = Phenyl) (1), by substitution of one CO ligand. The reaction of 1 with CH3COCl and CH3S(O)2Cl in the presence of triethylamine occurs under electrophilic substitution on the diphenylphosphan ligand to yield the acetyl- and sulfonylphosphane complexes of manganese(I) Cp'(CO)2MnPPh2COCH3 (2) and Cp'(CO)2MnPPh2S(O)2 CH3 (3). The complex stabilisation of these molecules, wich are hitherto unknown in the free state, is only accomplished by blocking the free electron pair on phosphorus by coordination. The new complexes 1, 2 and 3 were analysed by IR, ¹H-NMR and 31P-MNR spectroscopy and their similar structures are discusssed.

Anéis aromáticos condensados e relação E4/E6: estudo de ácidos húmicos de gleissolos por RMN de 13C no estado sólido utilizando a técnica CP/MAS desacoplamento defasado

In this work, seven samples of humic acids extracted from gleysoils were investigated. These studies, using NMR CP/MAS 13C techniques, did not show significant correlation between the E4/E6 ratio and the degree of aromaticity. However, dipolar dephasing (DD) measurements of condensed aromatic or substituted carbons showed a negative correlation of 0.94. Also, there was a good correlation between the amount of semiquinone free radicals measured by the EPR technique and condensed aromatic rings measured by NMR CP/MAS 13C with the DD technique. The content of semiquinone free radicals was quantified by EPR spectroscopy and was correlated with the humification (degree of aromaticity) of the humic substances. The results indicated that the E4/E6 ratio identifies the degree of aromatic rings condensation. It was also found that the degree of aromaticity, measured by NMR, as frequently presented in the literature (by conventional CP/MAS), underestimates aromatic rings in condensed structures.

Biomateriais: deposição de hidroxiapatita sobre superfície de Ti-cp modificada por aspersão térmica

The osseointegrated titanium implants are reliable and safe alternatives to treatments for long periods of time. For surface modification, thermal aspersion of TiO2 was used. The samples with and without TiO2 were treated with NaOH and SBF in order to obtain a layer of HA. Characterization was done by SEM and FTIR. The images of HA obtained by SEM show a uniform morphology and a porous structure with spherical particles. The IR spectra show that the surface of Ticp/ TiO2 is more favorable for the HA deposit, as can be seen by the increase of the crystalline structure and the very intense and defined bands of the OH group of HA that is verified about 3571 and 630 cm-1. Thus the Ticp/ TiO2 surface presents a satisfactory nucleation of HA when compared to Ticp.

Kuka minä olen? Narratiivinen näkökulma identiteetin rakentumiseen CP-vammaisten aikuisten kertomuksissa

Pro gradu -tutkielmani lähtökohtana on, että kertomukset välittävät ja rakentavat tietoa. Tarkastelen narratiivisesta näkökulmasta sitä, miten CP-vammaisten aikuisten identiteetti rakentuu kertomuksissa. Tutkimukseni taustalla on ajatus siitä, että yksilö voi tietoisesti muodostaa omaa identiteettiään kertomusten avulla. Aineisto on Invalidiliitto ry:n ja Suomen CP-liitto ry:n yhteisen CP-vammaisten aikuisten hyvinvointi ja kuntoutus elämänkaarella –projektin (2007–2010) myötä kerätty elämäkerta-aineisto. Aineistoni koostuu kahdenkymmenen (20) CP-vammaisen aikuisen kertomuksesta, joissa he kertovat elämästään CP-vamman kanssa, elämänvaiheistaan ja mahdollisuuksistaan yhteiskunnassa. Etsin kertomuksista yhteneväisiä teemoja ja käytän kategorioiden muodostamisessa apuna Catherine Kohler Riessmanin (2004, 2008) huomioita narratiivisesta temaattisesta analysoinnista. Vilma Hännisen (1999) esittelemien identiteettitasojen sekä Kirsi Juhilan (2004) esiintuoman leimatun identiteetin käsitteen avulla muodostan aineistosta identiteettikategorioita. Tarkastelen kertomusten avulla, millaisia tulkintoja ja merkityksiä kirjoittajat antavat CP-vammalle ja vammaisuudelle sekä tuon esiin, millaisiin identiteettikategorioihin kirjoittajien identiteetti tulkintani mukaan sijoittuu. Vammaisten ja vammattomien välinen vastakkainasettelu nousee esiin muiden kategorisointina ja kirjoittajien omana kokemuksena, mutta aina rajanveto ei ole tarpeellista. CP-vamma rajoittaa kirjoittajia tietyissä asioissa, mutta tietyissä asioissa vamma on heille rikkaus, syntymälahja. CP-vamma ilmenee vain yhtenä ominaisuutena, ja vammaisuus on hyväksytty osaksi omaa identiteettiä. Identiteetti rakentuu kertomuksissa prosessina, sillä kirjoittajat hallitsevat erilaisia ja muuttuvia identiteettejä. Kirjoittajat rakentavat sosiaalisia identiteettejä erilaisissa vuorovaikutustilanteissa. Henkilökohtainen elämä ja perhe rakentavat kirjoittajille identiteettiä, mutta he hallitsevat myös yhteiskunnallisella tasolla erilaisia rooleja. Identiteetit vaihtelevat myös elämäntilanteiden mukaan. Kirjoittajat vastustavat ”CP-vammaisen roolia”, sillä vamma yksinään ei määrittele heitä. Varsinkin elämässä koetut käännekohdat saivat kirjoittajat rakentamaan omaa identiteettiään uudelleen; CP-vamma saa merkityksensä identiteetin yhtenä osana. Tutkimuksestani käy ilmi, miten kirjoittajat kyseenalaistavat heille annetun leimatun identiteetin ja neuvottelevat itselleen vaihtelevia identiteettejä. Työni perusteella vamma määrittää heitä yhtä lailla kuin jokin muukin ominaisuus, sillä vammaisuuden ei koeta automaattisesti merkitsevän samaa asiaa kuin identiteetti.

Juan Bernardo Botero Botero v Empresa de Obras Sanitarias de Caldas S.A., E.S.P. – EMPOCALDAS, cp. Mauricio Fajardo Gómez

Se declaró infundado el recurso de anulación interpuesto contra el laudo arbitral proferido el 26 de agosto de 2010 por el Tribunal de Arbitramento constituido para dirimir las controversias surgidas en relación con el contrato de consultoría No. 104 de 2007, celebrado entre el señor Juan Bernardo Botero y la Empresa de Obras Sanitarias de Caldas S.A., E.S.P. - EMPOCALDAS S.A., E.S.P.