{"title":"预制混凝土接缝铺装的最新进展:夏威夷H-1改造","authors":"P. Smith, M. Snyder","doi":"10.33593/xzpbm95w","DOIUrl":null,"url":null,"abstract":"Jointed precast concrete pavement was recently used to reconstruct large multi-lane areas of one of the busiest areas of Interstate H-1 near Honolulu, Hawai'i, USA. The design-build project was awarded in early January 2018 and more that 1200 precast panels were designed, fabricated and installed less than 7 months later using mostly 8-hour overnight work windows. There were several unusual and innovative aspects to this project, including: (1) variation in the type and layout of joints when replacing travel lanes with rectangular precast panels adjacent to existing skewed, random-length cast-in-place panels; (2) the use of ground-penetrating radar to map original pavement structures that varied greatly along the project length and between lanes; (3) the development of ``3-D'' design models for the new surface to improve ride quality and cross-slope; (4) the use of ``3-D'' panel fabrication techniques; (5) the use of laser-controlled construction equipment to construct contoured foundation surfaces that fully support the non-planar precast panels and allow immediate temporary use without grout, thereby extending productivity in short overnight work windows; (6) the use of optimized dowel placement (below mid-depth) and headed ``dowel-in'' tie assemblies to reduce slot sizes, improve panel integrity, and reduce panel grout requirements; (7) the placement of temporary asphalt layers to eliminate major drop-offs between lanes during construction; and (8) the development of specially shaped transition panels and bridge approach panels. This paper describes the unique aspects of precast pavement design and construction for this project and presents ``lessons learned'' and recommendations developed from the project.","PeriodicalId":265129,"journal":{"name":"Proceedings of the 12th International Conference on Concrete Pavements","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2021-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Recent Advances In Jointed Precast Concrete Paving: Hawai’i H-1 Reconstruction\",\"authors\":\"P. Smith, M. Snyder\",\"doi\":\"10.33593/xzpbm95w\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Jointed precast concrete pavement was recently used to reconstruct large multi-lane areas of one of the busiest areas of Interstate H-1 near Honolulu, Hawai'i, USA. The design-build project was awarded in early January 2018 and more that 1200 precast panels were designed, fabricated and installed less than 7 months later using mostly 8-hour overnight work windows. There were several unusual and innovative aspects to this project, including: (1) variation in the type and layout of joints when replacing travel lanes with rectangular precast panels adjacent to existing skewed, random-length cast-in-place panels; (2) the use of ground-penetrating radar to map original pavement structures that varied greatly along the project length and between lanes; (3) the development of ``3-D'' design models for the new surface to improve ride quality and cross-slope; (4) the use of ``3-D'' panel fabrication techniques; (5) the use of laser-controlled construction equipment to construct contoured foundation surfaces that fully support the non-planar precast panels and allow immediate temporary use without grout, thereby extending productivity in short overnight work windows; (6) the use of optimized dowel placement (below mid-depth) and headed ``dowel-in'' tie assemblies to reduce slot sizes, improve panel integrity, and reduce panel grout requirements; (7) the placement of temporary asphalt layers to eliminate major drop-offs between lanes during construction; and (8) the development of specially shaped transition panels and bridge approach panels. This paper describes the unique aspects of precast pavement design and construction for this project and presents ``lessons learned'' and recommendations developed from the project.\",\"PeriodicalId\":265129,\"journal\":{\"name\":\"Proceedings of the 12th International Conference on Concrete Pavements\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-12-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the 12th International Conference on Concrete Pavements\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.33593/xzpbm95w\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the 12th International Conference on Concrete Pavements","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.33593/xzpbm95w","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Recent Advances In Jointed Precast Concrete Paving: Hawai’i H-1 Reconstruction
Jointed precast concrete pavement was recently used to reconstruct large multi-lane areas of one of the busiest areas of Interstate H-1 near Honolulu, Hawai'i, USA. The design-build project was awarded in early January 2018 and more that 1200 precast panels were designed, fabricated and installed less than 7 months later using mostly 8-hour overnight work windows. There were several unusual and innovative aspects to this project, including: (1) variation in the type and layout of joints when replacing travel lanes with rectangular precast panels adjacent to existing skewed, random-length cast-in-place panels; (2) the use of ground-penetrating radar to map original pavement structures that varied greatly along the project length and between lanes; (3) the development of ``3-D'' design models for the new surface to improve ride quality and cross-slope; (4) the use of ``3-D'' panel fabrication techniques; (5) the use of laser-controlled construction equipment to construct contoured foundation surfaces that fully support the non-planar precast panels and allow immediate temporary use without grout, thereby extending productivity in short overnight work windows; (6) the use of optimized dowel placement (below mid-depth) and headed ``dowel-in'' tie assemblies to reduce slot sizes, improve panel integrity, and reduce panel grout requirements; (7) the placement of temporary asphalt layers to eliminate major drop-offs between lanes during construction; and (8) the development of specially shaped transition panels and bridge approach panels. This paper describes the unique aspects of precast pavement design and construction for this project and presents ``lessons learned'' and recommendations developed from the project.