The character and reward of the righteous : a sermon occasioned by the death of John Adams, preached in Princeton, July 16, 1826 /

Mode of access: Internet.

An address, delivered July 12, 1826, in the Middle Dutch Church, at the request of the Common Council, on occasion of the funeral obsequies of John Adams and Thomas Jefferson. ...

Page 36 contains a benedictory prayer of the Rev. John Stanford.

James, Madison, James Monroe and John Quincy Adams,

Mode of access: Internet.

The design and construction of metallic bridges,

Mode of access: Internet.

Pro and con; or Crawford and Adams.

Favors the Democratic candidate for president in 1824, William H. Crawford.

The theory, practice, and architecture of bridges of stone, iron, timber, and wire;

Mode of access: Internet.

Compatibilidade de pereiras européias enxertadas sobre marmeleiro 'Adams' e 'EMC'.

O trabalho teve como objetivo avaliar a compatibilidade de enxertia de cultivares de pereiras sobre porta enxertos de marmeleiros 'Adam's e 'EMC'. O experimento foi desenvolvido em viveiro comercial da empresa Frutirol Agrícola Ltda, localizada no município de Vacaria - RS, a 980 m de altitude. Os porta enxertos de marmeleiros 'Adam's e 'EMC' foram enxertados no mês de julho de 2006 com as cultivares copa Danjou, Conference, Packham's Triumph, Abate Fetel e Rocha sobre os dois porta enxertos; Santa Maria, Benita, Foreli e Decana de Comice sobre o marmeleiro 'Adam's e, Clapp's Favourite e William's sobre 'EMC'. Utilizou-se a técnica de enxertia de garfagem dupla fenda, onde se enxertou ramos da cultivar copa com duas gemas sobre os respectivos porta enxertos, os quais apresentavam diâmetro médio de 8 mm. Em seguida foram amarrados com fita biodegradável BUDTAPE. Em julho de 2007 procederam-se as seguintes avaliações: diâmetro da copa e do porta enxerto (distantes 5 cm do ponto de enxertia), medido com auxílio de um paquímetro; altura de plantas (medida a partir do nível do solo até o ápice da planta); área da seção do tronco da copa e do porta enxerto foi obtida através da fórmula A = (? x (D/2)2) Sendo: A = área da seção do ramo (cm3); ? = 3,1416; D = Diâmetro do ramo principal (mm) e os resultados foram expressos em centímetros cúbicos; Os dados foram submetidos à análise de variância e posteriormente à comparação de médias através do teste de Tukey ao nível de 5% de probabilidade de erro. Os resultados demonstram que a cv. Danjou apresenta pouco vigor em relação as demais cvs. estudadas, para ambos os porta enxertos; plantas vigorosas apresentam menor diferença de diâmetro entre porta enxerto e copa; a cv. Conference apresenta-se mais vigorosa em relação às demais cvs. estudadas quando enxertadas sobre 'EMC'; a cv. William's apresenta incompatibilidade com o marmelo 'EMC'.

Report : effect of natural cleaning on salt deposition on Queensland bridges

Maintenance of bridge structures is a major issue for the Queensland Department of Main Roads. In the previous phase of this CRC project an initial approach was made towards the development of a program for lifetime prediction of metallic bridge components. This involved the analysis of five representative bridge structures with respect to salt deposition (a major contributor to metallic corrosion) to determine common elements to be used as “cases” - those defined for buildings are not applicable. The five bridges analysed included the Gladstone Port Access Road Overpass, Stewart Road Overpass, South Johnstone River Bridge, Johnson Creek Bridge and the Ward River Bridge.

Final report : a software diagnostic tool for evaluating distress mechanisms in bridges exposed to aggressive environments

Durability issues of reinforced concrete construction cost millions of dollars in repair or demolition. Identification of the causes of degradation and a prediction of service life based on experience, judgement and local knowledge has limitations in addressing all the associated issues. The objective of this CRC CI research project is to develop a tool that will assist in the interpretation of the symptoms of degradation of concrete structures, estimate residual capacity and recommend cost effective solutions. This report is a documentation of the research undertaken in connection with this project. The primary focus of this research is centred on the case studies provided by Queensland Department of Main Roads (QDMR) and Brisbane City Council (BCC). These organisations are endowed with the responsibility of managing a huge volume of bridge infrastructure in the state of Queensland, Australia. The main issue to be addressed in managing these structures is the deterioration of bridge stock leading to a reduction in service life. Other issues such as political backlash, public inconvenience, approach land acquisitions are crucial but are not within the scope of this project. It is to be noted that deterioration is accentuated by aggressive environments such as salt water, acidic or sodic soils. Carse, 2005, has noted that the road authorities need to invest their first dollars in understanding their local concretes and optimising the durability performance of structures and then look at potential remedial strategies.

A feasibility study for model based estimating for concrete bridges.

Designing and estimating civil concrete structures is a complex process which to many practitioners is tied to manual or semi-manual processes of 2D design and cannot be further improved by automated, interacting design-estimating processes. This paper presents a feasibility study for the development an automated estimator for concrete bridge design. The study offers a value proposition: an efficient automated model-based estimator can add value to the whole bridge design-estimating process, i.e., reducing estimation errors, shortening the duration of success estimates, and increasing the benefit of doing cost estimation when compared with the current practice. This is then followed by a description of what is in an efficient automated model-based estimator and how it should be used. Finally the process of model-based estimating is compared with the current practice to highlight the values embedded in the automated processes.

Towards a rule-based matrix for evaluating distress mechanisms in bridges

The effective management of bridge stock involves making decisions as to when to repair, remedy, or do nothing, taking into account the financial and service life implications. Such decisions require a reliable diagnosis as to the cause of distress and an understanding of the likely future degradation. Such diagnoses are based on a combination of visual inspections, laboratory tests on samples and expert opinions. In addition, the choice of appropriate laboratory tests requires an understanding of the degradation mechanisms involved. Under these circumstances, the use of expert systems or evaluation tools developed from “realtime” case studies provides a promising solution in the absence of expert knowledge. This paper addresses the issues in bridge infrastructure management in Queensland, Australia. Bridges affected by alkali silica reaction and chloride induced corrosion have been investigated and the results presented using a mind mapping tool. The analysis highights that several levels of rules are required to assess the mechanism causing distress. The systematic development of a rule based approach is presented. An example of this application to a case study bridge has been used to demonstrate that preliminary results are satisfactory.

Evaluation of distress mechanisms in bridges exposed to aggressive environments.

There are about 2500 bridges in Queensland, Australia. Majority of these structures require significant repairs around the halfway mark of their design life with probably 1% or less reaching a 100 year design life. (Carse, 2005). This is due to the fact that bridges constructed in aggressive environments such as the coastal regions experience accelerated deterioration. As a result, maintaining the service delivery of these assets has become one of the important issues for the Queensland Department of Main Roads (QDMR).

Towards a Rule-based matrix for evaluating distress mechanisms in bridges

One of the key issues facing public asset owners is the decision of refurbishing aged built assets. This decision requires an assessment of the “remaining service life” of the key components in a building. The remaining service life is significantly dependent upon the existing condition of the asset and future degradation patterns considering durability and functional obsolescence. Recently developed methods on Residual Service Life modelling, require sophisticated data that are not readily available. Most of the data available are in the form of reports prior to undertaking major repairs or in the form of sessional audit reports. Valuable information from these available sources can serve as bench marks for estimating the reference service life. The authors have acquired similar informations from a public asset building in Melbourne. Using these informations, the residual service life of a case study building façade has been estimated in this paper based on state-of-the-art approaches. These estimations have been evaluated against expert opinion. Though the results are encouraging it is clear that the state-of-the-art methodologies can only provide meaningful estimates provided the level and quality of data are available. This investigation resulted in the development of a new framework for maintenance that integrates the condition assessment procedures and factors influencing residual service life

Source location of acoustic emission waves for structural health monitoring of bridges

The process of structural health monitoring (SHM) involves monitoring a structure over a period of time using appropriate sensors, extracting damage sensitive features from the measurements made by the sensors and analysing these features to determine the current state of the structure. Various techniques are available for structural health monitoring of structures and acoustic emission (AE) is one technique that is finding an increasing use. Acoustic emission waves are the stress waves generated by the mechanical deformation of materials. AE waves produced inside a structure can be recorded by means of sensors attached on the surface. Analysis of these recorded signals can locate and assess the extent of damage. This paper describes preliminary studies on the application of AE technique for health monitoring of bridge structures. Crack initiation or structural damage will result in wave propagation in solid and this can take place in various forms. Propagation of these waves is likely to be affected by the dimensions, surface properties and shape of the specimen. This, in turn, will affect source localization. Various laboratory test results will be presented on source localization, using pencil lead break tests. The results from the tests can be expected to aid in enhancement of knowledge of acoustic emission process and development of effective bridge structure diagnostics system.