7211 search results for Pavement
LAP334
Description. 334-1.1 General: Construct an Asphalt Concrete pavement based on the type of work, : Construction of Asphalt Concrete Pavement will fall into one of the following work categories: 334-1.2.1, non-mainline pavement locations. 334-1.2.3 Asphalt Work Category 3: Includes the construction of new mainline pavement lanes, milling and resurfacing. 334-1.3 Mix Types: Use the appropriate mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap334.docx?sfvrsn=742b13e8_1LAP3340000
Description. 334-1.1 General: Construct an Asphalt Concrete pavement based on the type of work, : Construction of Asphalt Concrete Pavement will fall into one of the following work categories: 334-1.2.1, non-mainline pavement locations. 334-1.2.3 Asphalt Work Category 3: Includes the construction of new mainline pavement lanes, milling and resurfacing. 334-1.3 Mix Types: Use the appropriate mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap3340000.docx?sfvrsn=60565346_6LAP33400001-22impl
Description. 334-1.1 General: Construct an Asphalt Concrete pavement based on the type of work, : Construction of Asphalt Concrete Pavement will fall into one of the following work categories: 334-1.2.1, and other non-mainline pavement locations. 334-1.2.3 Asphalt Work Category 3: Includes the construction of new mainline pavement lanes, milling and resurfacing. 334-1.3 Mix Types: Use the appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/implemented/lap33400001-22impl.pdf?sfvrsn=904e5b84_2SP3270200-i19136
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (FY 2025-26) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/workbook/sp3270200-i19136.pdf?sfvrsn=cfa1cce8_1SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-16) ARTICLE 327-2 is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp3270200.pdf?sfvrsn=d97fbf19_2SP3270200-i18514
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (FY 2023-24) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp3270200-i18514.pdf?sfvrsn=a0061497_2SP3270200-i19136
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (FY 2024-25) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/workbook/sp3270200-i19136.pdf?sfvrsn=27c033c8_1SP3270200-122
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (1-22) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/workbook/sp3270200-122.pdf?sfvrsn=7f5a907a_2sp3270200-i17888
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (7-22) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/sp3270200-i17888.pdf?sfvrsn=637d84e6_1SP3270200-721
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (7-21) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/workbook/sp3270200-721.pdf?sfvrsn=a8b20e33_2SP3270200-i16423
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (1-21) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/workbook/sp3270200-i16423.pdf?sfvrsn=c535cddd_2SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (7-20) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/workbook/sp3270200.pdf?sfvrsn=eb0eaaea_2SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (1-20) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/workbook/sp3270200.pdf?sfvrsn=605905e1_2SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (7-19) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/workbook/sp3270200.pdf?sfvrsn=5539421d_2SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (1-19) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp327020069b8540c191849a98f929a0aae38889f.pdf?sfvrsn=a42fd8_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (1-19) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp3270200.pdf?sfvrsn=c9b09adf_2SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (1-18) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/sp3270200.pdf?sfvrsn=5754f19e_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-17) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp3270200.pdf?sfvrsn=494de9d8_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-17) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp3270200.pdf?sfvrsn=e4796d5e_03501303-724FHWA
: 3501303 Cement Concrete Pavement. Dear Mr. Nguyen: We are submitting, for your approval, two copies, Engineer 3501303D01 CEMENT CONCRETE PAVEMENT. (REV 7-26-23) SUBARTICLE 350-13.3.3 is deleted, equipment does not damage the pavement and saw the transverse contraction joints as soon as the pavement has hardened to the degree that tearing and raveling are not excessive and before, inch wide by a depth at least 1/3 of the pavement thickness and as soon as possible but in no case
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3501303-724fhwa.pdf?sfvrsn=ad18bc25_2