Final planning report for City of Boone, Iowa, 1962, Vol. 3

This is volume 3 of the final report on the Comprehensive Plan for the City of Boone. Contained in this report are reproductions of the important maps and charts prepared in connection with this study.

[MM.] Brancatio, Cadine et Camille 1er du classement final du concours de beauté plastique : [photographie de presse] / [Agence Rol]

Référence bibliographique : Rol, 57756

Una mirada a dos generaciones de hombres al final del patriarcado

En el trasfondo del feminismo europeo gesticula, desde que este movimiento reivindicativo nació en el siglo XIV, un fantasrna recurrente: que hacer con los hombres, dónde "'situarlos, ya sean estos hombres arnantes. herrnanos, jefes. hijos. padres. amigos, compafieros de viaje... (Lonzi 1978; Jardine y Smith 1987; lrigaray 1992; Lo Russo 1994; Via Dogana 1995a; Tubert 1997; Alfazeta 1997). A veces, el fantasrna ha exacerbado algunas dificultades de re1aci6n dentro del propio feminismo. Con Luce Irigaray, por ejemplo, una de 1as pensadoras mas queridas del movimiento de mujeres contemponineo, cuando propuso a principios de los afios noventa un modelo de democracia, la democracia llamada paritaria, que ignoraba la asimetria de los sexos (Irigaray 1994a y b); una asimetria evidente aunque incompatible con el racionalismo, es decir, con la degeneración que le acaece al pensamiento racional cuando se sale de madre y pretende ocupar el solo todo el espacio de lo pensable.

Efeito da somatotropina na hipertrofia das fibras musculares esqueléticas e precocidade reprodutiva de novilhas Nelore

O trabalho objetivou avaliar o desempenho produtivo, precocidade sexual e hipertrofia das fibras musculares esqueléticas em resposta à aplicação de somatotropina bovina recombinante (rbST). Foram utilizadas 58 novilhas Nelore de sete meses de idade com peso vivo médio de 193 kg. O delineamento experimental foi inteiramente casualizado, em um esquema fatorial incompleto e dividido em duas fases experimentais. Na primeira fase, com duração de 150 dias, os animais foram divididos em dois grupos, de acordo com os níveis de rbST, 0 mg (controle) e 500 mg, a cada 28 dias. Na Fase II, os animais do grupo controle da Fase I foram divididos em 15 e 14 novilhas, que receberam 0 mg e 500 mg de rbST, respectivamente; os animais tratados com 500 mg na Fase I foram divididos em 15 e 14 novilhas e receberam 500 mg e 1.000 mg de rbST, respectivamente, com intervalos de 28 dias, e dieta em regime de pastejo, durante 180 dias. Foram retirados fragmentos do músculo semitendinosus para análise das fibras, no início e final da Fase I. Os animais foram pesados a cada 28 dias. Os resultados mostraram que não houve diferença significativa (p>0,05) entre os tratamentos quanto ao ganho de peso e quanto à precocidade sexual. Quanto ao diâmetro das fibras, os animais que receberam rbST tiveram um aumento significativo (p<0,01) tanto nas fibras de contração lenta quanto nas fibras de contração rápida em relação aos animais-controle.

Acumulação de biomassa, características fisiológicas e rendimento de grãos em cultivares de feijoeiro irrigado e sob sequeiro

Em experimento de campo, foram avaliados o crescimento vegetativo e o rendimento de grãos de quatro cultivares de feijoeiro (Phaseolus vulgaris L.), sob condições de irrigação ou de sequeiro, correspondendo respectivamente a lâminas totais de água de 252 e 123 mm. Foram efetuadas amostragens semanais da área foliar e da biomassa da parte aérea e seus componentes. Sob estresse hídrico, a biomassa da parte aérea, o índice de área foliar e a taxa de crescimento da cultura foram reduzidos em todas as cultivares. Não houve diferença significativa no rendimento de grãos sob sequeiro entre cultivares, mas sob deficiência hídrica o rendimento das cultivares foi reduzido, com exceção da 'NegroArgel'. O número de vagens por planta foi o componente de produção mais afetado pelo regime de irrigação. Sob estresse hídrico, verificaram-se menores reduções na biomassa de ramos ao final do ciclo de 'NegroArgel', na duração da área foliar e no rendimento de grãos, indicativos de maior tolerância à seca, enquanto na cultivar Carioca observou-se maior sensibilidade ao estresse hídrico.

Embankment Quality Phase II Final Report, TR-401, 1999

Phase II research included the following: (1) develop and evaluate alternative soil design and embankment construction specifications based on soil type, moisture, density, stability, and compaction process; (2) assess various quality control and acceptance procedures with a variety of in-situ test methods including the Dual-mass Dynamic Cone Penetrometer (DCP); and (3) develop and design rapid field soil identification methods. At the start of the research, soils were divided into cohesive and cohesionless soil types, with each category being addressed separately. Cohesionless soils were designated as having less than 36% fines content (material passing the No. 200 sieve) and cohesive soils as having greater than 36% fines content. Subsequently, soil categories were refined based not only on fines content but soil plasticity as well. Research activities included observations of fill placement, in-place moisture and density testing, and dual-mass DCP index testing on several highway embankment projects throughout Iowa. Experiments involving rubber-tired and vibratory compaction, lift thickness changes, and disk aeration were carried out for the full range of Iowa soils. By testing for soil stability the DCP was found to be a valuable field tool for quality control, whereby shortcomings from density testing (density gradients) were avoided. Furthermore, critical DCP index values were established based on soil type and compaction moisture content.

Maximizing the Use of Roadway Weather Information Systems: Final Report, TR-404, 1998

This project was proposed as Phase I of a 2-phase program to evaluate the present use of weather information by Iowa Department of Transportation (IaDOT) personnel, recommend revised procedures, and then implement the resulting recommendations. Midway through Phase I (evaluation phase) the FORETELL project was funded. This project is a multi-state venture that engages the National Weather Service (NWS) and the Forecast Systems Laboratory of the National Oceanic and Atmospheric Administration and proposes to supplant the current weather information-generation and distribution system with an advanced system based on state-of-the-art technologies. The focus of the present project was therefore refined to consider use of weather data by IaDOT personnel, and the training programs needed to more effectively use these data. Results of the survey revealed that two major areas - training of personnel on use of data from whatever source and more precise information of frost formation - are not addressed in the FORETELL project. These aspects have been the focus of the present project.

Use of Longitudinal Subdrains in the 3R Program, Final Report, HR-509, 1981

Construction of the interstate highway system began in 1956. This U.S. network of highway consists of more than 41,000 miles with 790 miles in Iowa. There have been many benefits of the controlled access roadway, but probably the most significant is the improved safety for the motorist. In Iowa, we have always endeavored to utilize quality locally available materials in our construction using the most economical or cost effective methods. Obviously when the effort is to build a cost effective system, there will be some portions of the network that will not perform as well as expected. In the design of our interstate, the main consideration for base construction under the pavement was structural capacity. The material was dense graded with the aim of supporting the pavement and distributing the load as it is transferred to the underlying grade. The drainage characteristic of the base was apparently not given adequate consideration. On jointed portland cement concrete (pcc) pavement, the water that is trapped immediately beneath the pavement causes severe problems. The traffic causes rapid movement of the water resulting in the hydraulic pressures or "pumping" (movement and redeposit of base fine material) resulting in faulting between individual slabs. Recognizing the need for maintaining this large national highway network, the Federal Highway Administration has initiated a funding program for resurfacing, restoration and rehabilitation (3R). Many miles of the system are more than 20 years old and in need of major maintenance. This new 3R Program necessitated a complete inventory of the Iowa interstate system to establish priorities and to identify those sections in need of immediate remedial treatments.

A Computer Based Information System for County Equipment Cost Records, Final Report, HR-173, 1975

This appendix is divided into three sections. The first section contains abstracts of each of the eight computer programs in the system, instructions for keypunching the three input documents, and computer operating instructions pertaining to each program. The second section contains system flowcharts for the entire system as well as program flowcharts for each program. The last section contains PL/l program listings of each program.

Evaluation of Fly Ash in Portland Cement Concrete Paving in Woodbury County, Iowa, Final Report, HR-201, 1980

The earliest overall comprehensive work on the use of fly ash in concrete was reported by Davis and Associates of the University of California in 1937. Since that time, there have been numerous applications of the use and varying propertions of fly ash in portland cement concrete mixes. Fly ash is a pozzolanic powdery by-product of the coal combustion process which is recovered from flue gases and is, generally associated with electric power generating plants. Environmental regulations enacted in recent years have required that fly ash be removed from the flue gases to maintain clean air standards. This has resulted in an increased volume of high quality fly ash that is considered a waste product or a by-product that can be utilized in products such as portland cement concrete. There are several sources of the high quality fly ash located in Iowa currently producing a combined total of 281,000 tons of material annually.

Thin Bonded Concrete Overlay with Fast Track Concrete, Final Report, HR-531, 1990

Pavements have been overlaid with thin bonded portland cement concrete (PCC) for several years. These projects have had traffic detoured for a period of 5-10 days. These detours are unacceptable to the traveling public and result in severe criticism. The use of thin bonded fast track overlay was promoted to allow a thin bonded PCC overlay with minimal disruption of local traffic. This project demonstrated the concept of using one lane of the roadway to maintain traffic while the overlay was placed on the other and then with the rapid strength gain of the fast track concrete, the construction and local traffic is maintained on the newly placed, thin bonded overlay. The goals of this project were: 1. Traffic usage immediately after placement and finishing. 2. Reduce traffic disruption on a single lane to less than 5 hours. 3. Reduce traffic disruption on a given section of two-lane roadway to less than 2 days. 4. The procedure must be economically viable and competitive with existing alternatives. 5. Design life for new construction equivalent to or in excess of conventional pavements. 6. A 20 year minimum design life for rehabilitated pavements.