Thin Maintenance Surfaces Performance Evaluation PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Thin Maintenance Surfaces Performance Evaluation PDF full book. Access full book title Thin Maintenance Surfaces Performance Evaluation by Hernando Javier Quintero. Download full books in PDF and EPUB format.
Author: Hernando Javier Quintero
Publisher:
ISBN:
Category :
Languages : en
Pages : 232
Get Book Here
Book Description
Thin Maintenance Surfaces (TMS) are asphalt-based treatments applied to structurally sound pavements in order to extend its service life. Pavement maintenance action should be considered before pavements show severe levels of distress to delay the need for rehabilitation or complete reconstruction. TMS are widely applied to flexible pavements in the state of Iowa. The purpose of this study is to evaluate the performance of TMS in Iowa. Four sets of test sections located on US 151, US 30, US 69, and US 218 were constructed and monitored with time. Test sections included the following maintenance surface treatments: Seal Coats, Slurry Seal, Micro-surfacing, Cape Seal, and Thin Lift Overlays (Hot Mix Asphalt, Hot Sand Mix, and Nova Chip[Registered Trademark symbol]. The performance of each test section was evaluated by comparing Pavement Condition Index (PCI), individual distresses, friction, and roughness. Pre construction condition of existing pavement, material selection, design procedures, construction procedures, and weather conditions during and after construction were important factors for this analysis.
Author: Hernando Javier Quintero
Publisher:
ISBN:
Category :
Languages : en
Pages : 232
Get Book Here
Book Description
Thin Maintenance Surfaces (TMS) are asphalt-based treatments applied to structurally sound pavements in order to extend its service life. Pavement maintenance action should be considered before pavements show severe levels of distress to delay the need for rehabilitation or complete reconstruction. TMS are widely applied to flexible pavements in the state of Iowa. The purpose of this study is to evaluate the performance of TMS in Iowa. Four sets of test sections located on US 151, US 30, US 69, and US 218 were constructed and monitored with time. Test sections included the following maintenance surface treatments: Seal Coats, Slurry Seal, Micro-surfacing, Cape Seal, and Thin Lift Overlays (Hot Mix Asphalt, Hot Sand Mix, and Nova Chip[Registered Trademark symbol]. The performance of each test section was evaluated by comparing Pavement Condition Index (PCI), individual distresses, friction, and roughness. Pre construction condition of existing pavement, material selection, design procedures, construction procedures, and weather conditions during and after construction were important factors for this analysis.
Author: Dung Hing Lau
Publisher:
ISBN:
Category :
Languages : en
Pages : 282
Get Book Here
Book Description
In conclusion, thin maintenance surfaces can be cost effective if the following recommendations are followed: 1) Equipment calibration is desired to ensure that the target material quantities are applied during construction, 2) the sampling of the test sections for performance evaluation to ensure that the number of sample units taken is representative of the entire section, 3) the design of the seal coat application rates, and 4) the type of the aggregate and the binder used for the seal coat mix design. However, the short-term data availability from this project prevents a thorough analysis on the impact of the surface treatments to the pavement surface. Therefore, continuous performance assessment is desired to validate and verify the results of this study.
Author: Serhan Celik
Publisher:
ISBN:
Category :
Languages : en
Pages : 418
Get Book Here
Book Description
As a conclusion, thin maintenance surfaces can be cost effective and provide a serviceable and safe pavement conditions in the State of Iowa. However, some of performance problems based on treatment selection and timing for application, quality of materials, contractor qualification, construction season, design and construction procedures were identified. This study aimed to address some of these problems based on a literature review and performance evaluation of test sections. However, further research is needed to validate and verify the results of this study.
Author: Christine M. Reed
Publisher:
ISBN:
Category : Allowance for funds used during construction (Public utilities)
Languages : en
Pages :
Get Book Here
Book Description
In the mid-1980s, the Illinois Department of Transportation (IDOT) found itself challenged to maintain an aging highway network at an acceptable level of service on a limited financial base. This made programming rehabilitations for the rural highways difficult under the existing rehabilitation policies. In an effort to minimize the required maintenance effort on these highways as well as maximize the available rehabilitation dollars, IDOT initiated a new single pass, thin lift overlay rehabilitation strategy in 1986. The new rehabilitation strategy was titled Surface Maintenance at the Right Time (SMART). As part of this study, a three-phased performance evaluation was conducted. The first phase of the evaluation focused on the Condition Rating Survey (CRS) values. When the SMART program was established in 1986, it was hoped that the CRS value of a selected project, at least five years after rehabilitation, would be no lower than it was prior to rehabilitation. The methods of analyzing the CRS values included in this study indicated that this standard is being surpassed by a vast majority of the projects. The second phase of the evaluation investigated the riding quality indexes of the SMART projects. Like the CRS values, the analysis of the riding quality indexes indicated the SMART projects are exceeding expectations. The final phase of the evaluation focused on the construction costs of the SMART projects. The construction costs were subject to yearly fluctuations; however, the fluctuations were not excessive. Five years of close monitoring has shown the SMART program to be a viable rehabilitation alternative. This study concludes that the SMART program should be continued under the current guidelines.
Author: Cliff Alex Plymesser
Publisher:
ISBN:
Category :
Languages : en
Pages : 222
Get Book Here
Book Description
Many municipal street departments in Iowa have faced budget shortfalls due to revenue limitations in spite of increasing demands for service. These budget shortfalls do not allow them to adequately maintain an aging street system without careful planning. Thin maintenance surface (TMS) techniques have been developed to extend pavement life by mitigating existing distresses. TMS such as seal coat, slurry seal, micro-surfacing, and fog seal are cost effective preventive maintenance techniques that when properly used reduce pavement life cycle costs. Currently, many municipal street officials cannot expend the effort to test or improve existing preventive maintenance (PM) techniques. TMS are feasible PM techniques for cities to utilize however, further demonstration and evaluation in an urban context would be helpful. By performing these evaluations, researchers hope to encourage improved selection of maintenance techniques in urban settings. This research will show how TMS might be properly included in municipal street maintenance programs. The research will evaluate the use of TMS in urban settings by constructing three sets of test sections in three Iowa cities. The three types of surfaces that were used in this project were seal coats, chipmat, and micro-surfacing. Various binders and aggregates that are local to Iowa were used. Condition surveys were performed before and after the application of the test sections and will be performed after the first winter to evaluate the performance of the each new surface. Construction was observed and crews used typical construction techniques so that the results will be those that are achievable using current techniques. Conclusions drawn from this project include: 1) Pre-coated limestone chips outperformed other local aggregates, 2) a chipmat can be used to prevent reflective cracking, 3) emulsion can be used a tack coat for a chipmat, 4) limestone is a suitable aggregate for micro-surfacing, and 5) proper construction technique is one of the primary influences on the success of a TMS. These conclusions are based on a short-term analysis of the surface treatments applied during this research.
Author: Wynand JvdM. Steyn
Publisher: Transportation Research Board
ISBN: 0309223660
Category : Technology & Engineering
Languages : en
Pages : 257
Get Book Here
Book Description
"TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 433: Significant Findings from Full-Scale Accelerated Pavement Testing documents and summarizes significant findings from the various experimental activities associated with full-scale accelerated pavement testing (f-sAPT) programs that have taken place between 2000 and 2011. The report also identifies gaps in knowledge related to f-sAPT and where future research may be needed. NCHRP Synthesis 433 is designed to expand the f-sAPT base of knowledge documented in NCHRP Syntheses 325 and 235, both with the same title of Significant Findings from Full-Scale Accelerated Pavement Testing. f-sAPT is the controlled application of a wheel loading, at or above the appropriate legal load limit, to a pavement system to determine pavement response in a compressed time period. The acceleration of damage is achieved by one or more of the following factors: increased repetitions, modified loading conditions, imposed climatic conditions, and thinner pavements with a decreased structural capacity which have shorter design lives"--
Author: David G. Peshkin
Publisher: Transportation Research Board
ISBN: 0309128919
Category : Technology & Engineering
Languages : en
Pages : 179
Get Book Here
Book Description
TRB's second Strategic Highway Research Program (SHRP 2) Report S2-R26-RR-1: Preservation Approaches for High-Traffic-Volume Roadways documents the state of the practice of preservation treatment on asphalt and concrete pavements on high- and low-volume roadways. The report also includes general guidelines on the application of preservation treatments on high-volume roadways. The same project that produced SHRP 2 Report S2-R26-RR-1 also produced SHRP 2 Report S2-R26-RR-2: Guidelines for the Preservation of High-Traffic-Volume Roadways, which explores the state of the practice for preservation treatments on high- and low-volume asphalt and concrete roadways. The report also includes suggested guidelines on the application of preservation treatments on high-volume roadways.
Author: Kim D. Basham
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 150
Get Book Here
Book Description
Author: Sherif El-Badawy
Publisher: Springer
ISBN: 303001908X
Category : Science
Languages : en
Pages : 205
Get Book Here
Book Description
This volume includes a collection of research and practical papers from an international research and technology activities on recent developments in pavement design, modeling and performance, and effects on infrastructure, green energy, technology and integration. Sustainability is increasingly a key priority in engineering practices. With the aging transportation infrastructure and renewed emphasis on infrastructure renovation by transportation agencies, innovations are urgently needed to develop materials, designs, and practices to ensure the sustainability of transportation infrastructure. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).
Author: D. Huston
Publisher: CRC Press
ISBN: 1420012355
Category : Science
Languages : en
Pages : 664
Get Book Here
Book Description
Structural health monitoring (SHM) uses one or more in situ sensing systems placed in or around a structure, providing real-time evaluation of its performance and ultimately preventing structural failure. Although most commonly used in civil engineering, such as in roads, bridges, and dams, SHM is now finding applications in other engineering envir
