988 resultados para Tarkovsky, Andrei, 1932-1986
Resumo:
Safety i s a very important aspect o f the highway program. The Iowa DOT initiated an inventory o f the friction values of all paved primary roadways i n 1969. This inventory, with an ASTM E-274 test unit, has continued to the present time. The t e s t i n g frequency varies based upon traffic volume and the previous friction value. Historically , the state o f Iowa constructed a substantial amount o f pcc pavement during the 1928-30 period t o "get Iowa out o f the mud". Some of that pavement has never been resurfaced and has been subjected to more than 50 years o f wear. The textured surface has been worn away and has subsequently polished. Even though some pavements from 15 t o 50 years old continue t o function structurally , because of the loss of friction , they do not provide the desired level o f safety to the driver. As a temporary measure, "Sl ippery -When -Wet " signs have been posted on many older pcc roads due to friction numbers below t h e desirable level. These signs warn the motorist of the current conditions. An economical method of restoring the high quality frictional properties i s needed.
Resumo:
With the spiraling cost of construction, coupled with inflation, engineers must develop and research new techniques to better utilize the public's dollar. One area i n which these new technologies must be researched is in the field of highway construction; more specifically, asphalt products. There are areas within the state of Iowa which do not have Class I aggregate readily available for asphalt concrete road construction. The cost of transporting higher quality aggregate specified in the "Standard Specifications for Highway and Bridge construction"' for construction projects is escalating on a yearly basis. Many counties will be squeezed out of the construction of new roadways if an alternative to the high costs is not identified. The same high costs will curtail adequate upkeep on the existing paved system and will result in decreased serviceability. For this reason, a product is needed to better utilize the local aggregates for road construction and maintenance. There i s a product on the market which the promoters claim will improve the prer?nt asphalt to such a degree as to "upgrade deficient aggregates" to the level they can be used in today's standard construction techniques. This product is "Chem-Crete Bitumen," a'kpecially refined asphalt" that was promoted by Chem-Crete Corporation of Menlo Park, California. Chemkrete Technologies, Inc. of Wickliffe, Ohio; a wholly owned subsidiary of the Lubrizol Corporation has since purchased the U.S.
Resumo:
Fly ash was used in this evaluation study to replace 15% of the cement in Class C-3 concrete paving mixes. One Class "c" ash from Iowa approved sources was examined in each mix. Substitution rate was based on 1 to 1 basis, for each pound of cement removed 1.0 pound of ash was added. The freeze/thaw durability of the concrete studied was not adversely affected by the presence of fly ash. This study reveals that the durability of the concrete test specimens made with Class II durability aggregates was slightly increased in all cases by the substitution of cement with 15% Class "c" fly ash. In all cases durability factors either remained the same or slightly improved except for one case where the durability factor decreased from 36 to 34. The expansion decreased in all cases.
Resumo:
Fly ash was used in this evaluation study to replace 30, 50 and 70 percent of the 400 1bs. of cement currently used in each cu. yd. of portland cement econocrete base paving mix. Two Class "c" ashes and one Class "F" ash from Iowa approved sources were examined in each mix. When Class "c" ashes were used, they were substituted on the basis of 1.0 pound for each pound of cement removed. When Class "F" ash was used, it was substituted on the basis of 1.25 pounds of ash for each pound of cement removed. Compressive strengths with and without fly ash were determined at 7, 28 and 56 days of age. In most cases, strengths were adequate. The freeze/thaw durability of the econocrete mixes studied was not adversely affected by the presence of fly ash. The tests along with erodibility and absorption tests have demonstrated the feasibility of producing econocrete with satisfactory mechanical properties even when relatively low quality and/or locally available aggregate is being used at no sacrifice to strength and/or durability.
Resumo:
Estudo documental dos artigos publicados no periódico Cadernos de Pesquisa sobre planejamento educacional. Foram analisados 35 trabalhos publicados na seção Planejamento Educacional, no período compreendido entre 1972 e 1986. Buscou-se analisar os textos dentro de uma perspectiva histórica sobre o desenvolvimento do planejamento educacional na América Latina. Procedeu-se com a análise documental, definindo-se dois níveis de análise, um em relação aos elementos textuais dos artigos e outro sobre o conteúdo veiculado. No primeiro nível de análise foram identificados textos de caráter analítico, sínteses de metodologias e experiências e guias de orientação. Em relação ao segundo nível de análise, observaram-se as seguintes categorias: a primeira compreendendo o planejamento educacional subordinado ao sistema econômico; a segunda, artigos que abordam temas e reflexões sobre o planejamento educacional; e a terceira categoria, trabalhos que fazem crítica ao planejamento educacional.
Resumo:
Debe reconocerse que en estos años próximos al fin del milenio la publicación de estudios sobre el mundo ibérico goza de excelente salud, cuando menos en volumen. Artículos, ponencias y comunicaciones amenazan con abrumar al lector más impenitente. Por ello resulta aleccionador acudir al meritorio trabajo de Fernando Quesada: "La cultura ibérica: una aproximación bibliográfica (1992-1993)", RE/b, 1, 1994, 335-377, que reúne la producción en revistas y series no excesivamente locales -imposibles de controlar, por otro lado-, y comprobar un balance de unos doscientos títulos anuales. Ahora bien, si consideramos el número de monografías, nos situaremos en un plano selectivo, que rondará la docena al año. Diversos factores -y entre ellos la desidia de diferentes niveles administrativos y académicos- parecen confabularse para que no se disponga de un conjunto de memorias impresas proporcional al volumen de excavaciones realizadas en las dos últimas décadas.