7243 search results for Pavement
1251300-722FHWA
Pavement: For pavement, curb, etc., which is removed only in order to construct pipe culverts or storm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/1251300-722fhwa.pdf?sfvrsn=cb824472_21251300-722origind
be paid for as provided in 4-4. 125-14.6 Removal and Replacement of Existing Pavement: For pavement, curb, etc., which is removed only in order to construct pipe culverts or storm sewers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/1251300-722origind.pdf?sfvrsn=148bf79_22000702-722origind
in the table below. Table 200-1 Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box, drainage characteristics of the pavement and; 2. the Contractor agrees to use asphalt to fill in areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/2000702-722origind.pdf?sfvrsn=b4311e90_20010300-122FHWA
. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those, to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge structure below, of the roadbed immediately below the base course or pavement, including below the curb and gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/0010300-122fhwa.pdf?sfvrsn=d8b0da41_20010200.resp
, pavement markings, superelevation, etc). Therefore, if the Standard Plans are not clearly defined, , the subgrade section extends to a depth of 12 inches below the bottom of the base or pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/0010200.resp.pdf?sfvrsn=e548512e_09320205.origind
Accessory Materials for Concrete Pavement and Concrete Structures. In accordance, FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 3-22-172-15-17) SUBARTICLE 932-2.5 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9320205.origind.pdf?sfvrsn=496282dc_01020602.FHWA
temporary pavement. SUBARTICLE 102-9.1 is deleted and the following substituted: 102-9.1, Pavement Markers - each. Item No. 102- 81- Temporary Crash Cushion, Gating - per location. Item, - Pedestrian LCD – per foot. Item No. 710- Painted Pavement Markings. Item No. 711- Thermoplastic Pavement, pavement. SUBARTICLE 102-9.1 is deleted and the following substituted: 102-9.1 Installation, - Temporary Retroreflective Pavement Markers - each. Item No. 102- 81- Temporary Crash Cushion, Gating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1020602.fhwa.pdf?sfvrsn=91310a9c_00090201.FHWA
Pavement, Asphalt Concrete Friction Course, and Asphalt Rubber Membrane Interlayer pay items. Submit, Permeable Base, Superpave Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/0090201.fhwa.pdf?sfvrsn=8ea9b44b_06110203.impl
, and formatted on 11 inch by 17 inch sheets. Signing and pavement marking plan sheets may be used, that are not embedded in or under pavement. 611-2.3.2.3 Pull Boxes: Label unused and out of service pull
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/6110203.impl.pdf?sfvrsn=7538d814_0D9710022
: U p o n c o o l i n g t o n o r mal pavement temperature, these materials shall produce an adherent, reflective pavement marking capable of resisting deformation by traffic and draining water from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9710022.pdf?sfvrsn=d69b20fc_0D9710022.do
Stripes. 971-23.1 G e n e r a l : U p o n c o o l i n g t o n o r mal pavement temperature, these materials shall produce an adherent, reflective pavement marking capable of resisting deformation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9710022.do.pdf?sfvrsn=199b3dc6_09320101.origind
a l l i c Accessory Materials for Concrete Pavement and Concrete Structures. Inaccordance, NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 10-14-15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9320101.origind.pdf?sfvrsn=da596f8e_09260203.FHWA
Compounds. Epoxiesforstructuralbondingwherebituminous pavement overlays will come in contact, for Type H Compounds. Epoxiesforstructuralbondingwherebituminous pavement overlays will come
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9260203.fhwa.pdf?sfvrsn=14f34d6_03470000SS
] is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic Separator, or curb and gutter having any intersecting cracks visible in the dry
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3470000ss.pdf?sfvrsn=d7704a62_03470000SS
] is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic Separator, or curb and gutter having any intersecting cracks visible in the dry
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3470000ss50dd50b158ba4ef7b8d62463ccb0e0c7.pdf?sfvrsn=4c1e5edb_0SS4250000
of the proposed pavement, or if outside of the proposed pavement area, to the finished grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4250000.pdf?sfvrsn=94fa1ab7_03470204.origind
is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3470204.origind.pdf?sfvrsn=f35b759f_00010300Admin.FHWA
of these Specifications. Subgrade. Theportionoftheroadbedimmediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits, section extends to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure, course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0010300admin.fhwa.pdf?sfvrsn=9453378a_07000405.FHWA
: FloridaTransportation Builders' Assoc. StateConstructionEngineer 7000405 All Jobs SIGNING, PAVEMENT, harnesses and connectors. 7000405 All Jobs SIGNING, PAVEMENT MARKING AND LIGHTING. (REV 4-1-15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/7000405.fhwa.pdf?sfvrsn=b22ce52f_03470000.impl
, ditch pavement, slope pavement, Traffic Separator, or curb and gutter having any intersecting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3470000.impl.pdf?sfvrsn=4c036351_0