7247 search results for Pavement
SS5300000
may substitute non-reinforced concrete from existing pavement that is to be removed and which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss5300000.pdf?sfvrsn=4e10cb02_0SS7150000
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/2008/january-2008/workbook/ss7150000.pdf?sfvrsn=3dfd2052_0SS7150000
Standards, and the cost of restoring cut pavement, sidewalks, sod, and etc., to its original condition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7150000.pdf?sfvrsn=49fc17c4_0chgtab
pavement density when an approved rolling pattern is used. Usage note: All Jobs 6-18-07 7-11-07
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/chgtab.pdf?sfvrsn=91462f13_0SS3460000
CONCRETE I (Pavement) 3,000 2 1to6 I(Special)(a) 3,000 6maximum n/a II(a) 3,400 6maximum n/a II, Materials Content lb/yd 3 *Maximum Water Cementitious Materials Ratio lb/lb I (Pavement) 470 0.50 I, Class I Pavement and Class II Bridge Deck), the Department may perform inspections of the plants, by the Department. TABLE 9 Class Concrete Maximum Size I (Pavement) 250 lane ft, or one day’s production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000.pdf?sfvrsn=1192a65b_0SS5300000
existing pavement that is to be removed and which meets the above requirements for commercial bedding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5300000.pdf?sfvrsn=55ff3489_0SS3460000
CONCRETE I (Pavement) 3,000 2 1to6 I(Special)(a) 3,000 6maximum n/a II(a) 3,400 6maximum n/a II, Materials Content lb/yd 3 *Maximum Water Cementitious Materials Ratio lb/lb I (Pavement) 470 0.50 I, Class I Pavement and Class II Bridge Deck), the Department may perform inspections of the plants, by the Department. TABLE 9 Class Concrete Maximum Size I (Pavement) 250 lane ft, or one day’s production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000fb6feeb5634142619205128961aff379.pdf?sfvrsn=3ef4596b_01020302.impl
. Item No. 102- 78- Temporary Retroreflective Pavement Markers - each. Item No. 102- 79- Lights
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1020302.impl.pdf?sfvrsn=47ae6751_04130000.FHWA-REVISED
traffic lanes or outside the work area. 413-3.3.3 Pavement Markers: Protect by masking or clean after application, all existing pavement markers affected by the application of the methacrylate, material from dispersing onto open traffic lanes or outside the work area. 413-3.3.3 Pavement Markers: Protect by masking or clean after application, all existing pavement markers affected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4130000.fhwa-revised.pdf?sfvrsn=1c6741c5_0SS0040309
a change in the design of the pavement system or that would require additional right-of-way. Pending
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss0040309.pdf?sfvrsn=bb4bee8f_0SS0090200
, Miscellaneous Asphalt Pavement and Asphalt Rubber Membrane Interlayer pay items. Submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss0090200.pdf?sfvrsn=96a405_0SS0040301
that proposes a change in the design of the pavement system or that would require additional right-of-way
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss0040301.pdf?sfvrsn=38d49179_0Section34V2-722cln
and Test Method Determining the Interlayer Bond Strength Between Asphalt Pavement Layers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section34v2-722cln.pdf?sfvrsn=69b5fd85_4Section34V2-725
Strength Between Asphalt Pavement Layers . The material must show little to no tracking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section34v2-725.pdf?sfvrsn=7cbffe80_1MM 3.4 V2 clean
Strength Between Asphalt Pavement Layers . The material must show little to no tracking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/mm-3-4-v2-clean.pdf?sfvrsn=e2dc3fe0_2Section34V2-723cln
Strength Between Asphalt Pavement Layers . The material must show little to no tracking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section34v2-723cln.pdf?sfvrsn=e4ca6718_23340104-723origind
of adjacent shoulders (less than or equal to 5 feet wide), the layer thickness for the upper pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3340104-723origind.pdf?sfvrsn=bb1fd57f_1Section3.4-051018_1-19WB
Between Asphalt Pavement Layers . The material must show little to no tracking and have a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section3-4-051018_1-19wb.pdf?sfvrsn=c10ac767_1Section34-051815 1-16
Strength Between Asphalt Pavement Layers. The material must show little to no tracking and have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/materials-manual/section34-051815-1-16.docx?sfvrsn=97829e56_1Section3.4-051018_1-19WB
Between Asphalt Pavement Layers . The material must show little to no tracking and have a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section3-4-051018_1-19wb.pdf?sfvrsn=e057882a_1