7444 search results for Pavement
SS2870000
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance, compensation for work specified in this Section, including removal of existing shoulder pavement, trench, around and stubbing into existing or proposed drainage structures or ditch pavement; restoration of ditch pavement, sod and other areas disturbed by the Contractor, backfill in place, disposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2870000.pdf?sfvrsn=484ff839_0SS2870000
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance, compensation for work specified in this Section, including removal of existing shoulder pavement, trench, around and stubbing into existing or proposed drainage structures or ditch pavement; restoration of ditch pavement, sod and other areas disturbed by the Contractor, backfill in place, disposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss287000057921505ee9945cd87d34d709252b7b3.pdf?sfvrsn=66cec863_0SP0040100LS
to an existing pavement; to settle documented Contract claims; to make the project functionally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0040100ls.pdf?sfvrsn=9c3f58d7_09250000.FHWA
strip being the neat width of the pavement, with two side strips, will extend beyond the edges of the slab by at least twice the thickness dimension of the pavement, the neat width of the pavement, with two side strips, beyond the edges of the slab by at least twice the thickness dimension of the pavement edge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9250000.fhwa.pdf?sfvrsn=515826c6_01600301.FHWA
of the proposed finished surface. Constructmainline pavement lanes, turn lanes, ramps, parking lots
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1600301.fhwa.pdf?sfvrsn=dcf2ecc_0SS7150100
, and the cost of restoring cut pavement, sidewalks, sod, and etc., to its original condition. (b)Luminaire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7150100.pdf?sfvrsn=bfbff858_0SS9930104
to generally provide a height of 48 inches above the pavement surface. 993-2.2.2 Color: The post
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9930104.pdf?sfvrsn=7143ead8_0SS7150100
and the Design Standards, and the cost of restoring cut pavement, sidewalks, sod, and etc., to its
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7150100.pdf?sfvrsn=faef4b82_0SP0040100SLLS
connection to an existing pavement; to settle documented Contract claims; to make the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp0040100slls.pdf?sfvrsn=816377c5_0SP3460902SL
Class Concrete Maximum LOT Size I one day’s production I (Pavement) 250 lane ft, or one day’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3460902sl.pdf?sfvrsn=cbc59429_0SP0040100LS
to an existing pavement; to settle documented Contract claims; to make the project functionally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp0040100ls.pdf?sfvrsn=3c79a2d5_0SS1600302
160 STABILIZING. (REV 5-20-10) (FA 7-12-10) (1-11) SUBARTICLE 160-3.2 (Pages 196 – 197) is deleted and the following substituted: 160-3.2 Application of Stabilizing Material: After substantially completing the roadbed grading operations, determine the type and quantity (if any) of stabilizing material necessary for compliance with the bearing value requirements. Ensure the maximum final quantity of Reclaimed Asphalt Pavement (RAP) in the subgrade area is no more than 25% by volume
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1600302.pdf?sfvrsn=f039717e_09140000.comm
consumption; o Placement of the structure or pavement must be completed as soon as practicable after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9140000.comm.pdf?sfvrsn=1436340c_0SS7150100
, and the cost of restoring cut pavement, sidewalks, sod, and etc., to its original condition. (b) Luminaire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7150100.pdf?sfvrsn=324a0146_0SS9930104
to generally provide a height of 48 inches above the pavement surface. 993-2.2.2 Color: The post
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9930104.pdf?sfvrsn=da491456_0SP0040100LS
connection to an existing pavement; to settle documented Contract claims; to make the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp0040100ls.pdf?sfvrsn=b925119f_0SP0040100SLLS
and functional connection to an existing pavement; to settle documented Contract claims; to make
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp0040100slls.pdf?sfvrsn=6b56fb2e_0SP3460902SL
Class Concrete Maximum LOT Size I one day’s production I (Pavement) 250 lane ft, or one day’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp3460902sl.pdf?sfvrsn=fde3924d_0SP3460902SL
Class Concrete Maximum LOT Size I one day’s production I (Pavement) 250 lane ft, or one day’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp3460902sl.pdf?sfvrsn=d3727a5d_0SP0040100LS
and functional connection to an existing pavement; to settle documented Contract claims; to make the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp0040100ls.pdf?sfvrsn=4cfcfe3d_0