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Monitoring and modeling of pavement response and performance. Task B, New York : draft final report

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Title	Monitoring and modeling of pavement response and performance. Task B, New York : draft final report
Subject	TE251.M66 2012x; Pavements--Performance--New York (State); Pavements--New York (State)--Testing.; OTP 1.23/7:2012-08A; OTP 1.23/7:2012-08B; OTP 1.23/7:2012-08C
Description	"May 2012."; Executive summary report (3 p.) laid in.; "FHWA/OH-2012/08A--P. i of v. 1; "FHWA/OH-2012/08B--P. i of v. 2; "FHWA/OH-2012/08C--P. i of v. 3.; Includes bibliographical references.; Sponsored by the Ohio Dept. of Transportation, Innovation, Research, and Implementation Section; Pooled Fund Project TPF-5(121); State Job No. 134287; Agreement No. 21182
Publisher	Ohio Research Institute for Transportation and the Environment, Russ College of Engineering and Technology, Ohio University; Available through the National Technical Information Service
Contributors	Sargand, S. M. (Shad M.); Khoury, Issam.; Ohio Research Institute for Transportation and the Environment.; Ohio. Dept. of Transportation.; New York (State). Dept. of Transportation.; United States. Federal Highway Administration.
Type	Text
Language	eng
Relation	Also available online.; I490, RT9A, and I86 AC pavement.; I-490, RT-9A, and I-86 AC pavement.; Interstate 490, Route 9A, and Interstate 86 asphalt concrete pavement.; I86 PCC.; I-86 PCC.; Interstate 86 Portland-cement concrete.; I90.; I-90.; Interstate 90.; http://www.dot.state.oh.us/Divisions/Planning/SPR/Research/reportsandplans/Reports/2012/Pavements/134287_Vol1_%20FR.pdf; http://www.dot.state.oh.us/Divisions/Planning/SPR/Research/reportsandplans/Reports/2012/Pavements/134287_Vol2_%20FR.pdf; http://www.dot.state.oh.us/Divisions/Planning/SPR/Research/reportsandplans/Reports/2012/Pavements/134287_Vol3_%20FR.pdf; http://worldcat.org/oclc/797213287/viewonline
Description-Table Of Contents	v. 1. I490, RT9A, and I86 AC pavement / prepared by Shad M. Sargand, Issam Khoury, Jill Morrison -- v. 2. I86 PCC / prepared by Shad M. Sargand, Issam Khoury, David Padilla-Llano -- v. 3. I90 / prepared by Shad M. Sargand, Issam Khoury, Drew Hatton.
Description-Abstract	Perpetual asphalt concrete (AC) and long-lasting Portland cement concrete (PCC) pavements are relatively new to the pavement community. These newer pavements require the use of innovative Mechanistic-Empirical (ME) design procedures, advanced climatic models, updated specifications, test methods providing detailed material properties, and construction techniques not been entirely adopted into standard practice. This study (Task B) monitored rehabilitated PCC pavements on I-86 and other existing instrumented pavements. It verified ME design procedures by comparing theoretical calculations with measured responses and performance. It calibrated ME procedures presented in the NCHRP 1-37A AASHTO Pavement Guide for New York using data collected in this and other previous studies. It also conducted controlled testing of perpetual pavement systems to determine their relative performance and to recommend the most promising layer configurations.
Date-Issued	[2012]
Format-Extent	3 v. : ill. (some col.) ; 28 cm.
Format-Medium	Government Publication
OCLC number	797213287

Title	Volume 1: Monitoring and modeling of pavement response and performance. Task B, New York : draft final report
Subject	TE251.M66 2012x; Pavements--Performance--New York (State); Pavements--New York (State)--Testing.; OTP 1.23/7:2012-08A; OTP 1.23/7:2012-08B; OTP 1.23/7:2012-08C
Description	"May 2012."; Executive summary report (3 p.) laid in.; "FHWA/OH-2012/08A--P. i of v. 1; "FHWA/OH-2012/08B--P. i of v. 2; "FHWA/OH-2012/08C--P. i of v. 3.; Includes bibliographical references.; Sponsored by the Ohio Dept. of Transportation, Innovation, Research, and Implementation Section; Pooled Fund Project TPF-5(121); State Job No. 134287; Agreement No. 21182
Publisher	Ohio Research Institute for Transportation and the Environment, Russ College of Engineering and Technology, Ohio University; Available through the National Technical Information Service
Contributors	Sargand, S. M. (Shad M.); Khoury, Issam.; Ohio Research Institute for Transportation and the Environment.; Ohio. Dept. of Transportation.; New York (State). Dept. of Transportation.; United States. Federal Highway Administration.
Type	Text
Language	eng
Relation	Also available online.; I490, RT9A, and I86 AC pavement.; I-490, RT-9A, and I-86 AC pavement.; Interstate 490, Route 9A, and Interstate 86 asphalt concrete pavement.; I86 PCC.; I-86 PCC.; Interstate 86 Portland-cement concrete.; I90.; I-90.; Interstate 90.; http://www.dot.state.oh.us/Divisions/Planning/SPR/Research/reportsandplans/Reports/2012/Pavements/134287_Vol1_%20FR.pdf; http://www.dot.state.oh.us/Divisions/Planning/SPR/Research/reportsandplans/Reports/2012/Pavements/134287_Vol2_%20FR.pdf; http://www.dot.state.oh.us/Divisions/Planning/SPR/Research/reportsandplans/Reports/2012/Pavements/134287_Vol3_%20FR.pdf; http://worldcat.org/oclc/797213287/viewonline
Description-Table Of Contents	v. 1. I490, RT9A, and I86 AC pavement / prepared by Shad M. Sargand, Issam Khoury, Jill Morrison -- v. 2. I86 PCC / prepared by Shad M. Sargand, Issam Khoury, David Padilla-Llano -- v. 3. I90 / prepared by Shad M. Sargand, Issam Khoury, Drew Hatton.
Description-Abstract	Perpetual asphalt concrete (AC) and long-lasting Portland cement concrete (PCC) pavements are relatively new to the pavement community. These newer pavements require the use of innovative Mechanistic-Empirical (ME) design procedures, advanced climatic models, updated specifications, test methods providing detailed material properties, and construction techniques not been entirely adopted into standard practice. This study (Task B) monitored rehabilitated PCC pavements on I-86 and other existing instrumented pavements. It verified ME design procedures by comparing theoretical calculations with measured responses and performance. It calibrated ME procedures presented in the NCHRP 1-37A AASHTO Pavement Guide for New York using data collected in this and other previous studies. It also conducted controlled testing of perpetual pavement systems to determine their relative performance and to recommend the most promising layer configurations.
Date-Issued	[2012]
Format-Extent	3 v. : ill. (some col.) ; 28 cm.
PDI.Title	I490, RT9A, and I86 AC pavement
OCLC number	797213287

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