7246 search results for Pavement
6300205-724origind
in existing pavement, use a flowable fill meeting the requirements of Section 121. Provide a standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6300205-724origind.pdf?sfvrsn=9590a6ef_15300200-722FHWA
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/2022/july-2022/review/fhwa/5300200-722fhwa.pdf?sfvrsn=b534378c_25300200-722origind
run stone, the Contractor may substitute non-reinforced concrete from existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/5300200-722origind.pdf?sfvrsn=793d8c28_29320300-122impl
932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 7-13-21) (FA 8-2-21) (1-22) ARTICLE 932-3 is deleted and the following substituted: 932-3 Fiber Reinforced Polymer (FRP) Reinforcing Bars. 932-3.1 General: Obtain FRP reinforcing bars from producers currently on the Department’s Production Facility Listing. Producers seeking inclusion on the list shall meet the requirements of Section 105. Use only solid, round, thermoset basalt fiber reinforced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9320300-122impl.pdf?sfvrsn=4a030adc_23340104-122origind
the State Materials Office to update the Flexible Pavement Design Manual. Based on design mixes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/3340104-122origind.pdf?sfvrsn=63e64c23_23340501-721impl
with a layer thickness less than or equal to 3 inches, miscellaneous asphalt pavement, shared use paths
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/review/implemented/3340501-721impl.pdf?sfvrsn=a99d6faf_29480000-721impl
: Pressure pipe for direct burial under pavement shall conform to the requirements of ASTM D1785
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/review/implemented/9480000-721impl.pdf?sfvrsn=fc67aa88_29900301.origind
of their installation for “pedestal” type application or b. Seventeen to 19 feet above pavement grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9900301.origind.pdf?sfvrsn=2573b123_09480000.origind
: Pressure pipe for direct burial under pavement shall conform to the requirements of ASTM D1785
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9480000.origind.pdf?sfvrsn=7aba3cf7_09480000.FHWA
burial under pavement shall conform to the requirements of ASTM D1785, for Type I, Grade I, Schedule
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/9480000.fhwa.pdf?sfvrsn=e60fa60b_03460202.origind
) Target Slump Value (inches) (c) (g) STRUCTURAL CONCRETE I (a) 3,000 3 (b) I (Pavement) 3,000 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/3460202.origind.pdf?sfvrsn=3481fe5e_09320300.impl
932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 1-20-17) (FA 1-27-17) (7-17) SUBARTICLE 932-3 is deleted and the following substituted: 932-3 Fiber Reinforced Polymer (FRP) Reinforcing Bars. 932-3.1 General: Obtain FRP reinforcing bars from producers currently on the Department’s Production Facility Listing. Producers seeking inclusion on the list shall meet the requirements of Section 105. Use only solid, round, thermoset glass fiber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9320300.impl.pdf?sfvrsn=a2d6dc0_0D0080037.do
that if Section 338 for Warranted Asphalt Pavement is a part of the Contract, the determinations of the Board
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0080037.do.pdf?sfvrsn=b81520ae_0D5300000.do
- reinforced concrete from existing pavement that is to be removed and which meets the above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5300000.do.pdf?sfvrsn=c4157f0_05500000SS
post. 550-4.5 Setting Posts: If rock occurs within the required depth of the post hole, or pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5500000ss.pdf?sfvrsn=fbf46e6d_05500000SS
post. 550-4.5 Setting Posts: If rock occurs within the required depth of the post hole, or pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5500000ss.pdf?sfvrsn=d81630ff_02000006SS
of any LOT of shoulder pavement to not less than 95% of the modified Proctor maximum density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2000006ss.pdf?sfvrsn=250c883b_03340000SS
334 SUPERPAVEASPHALTCONCRETE. (REV12-20-04)(FA1-6-05)(7-05) SECTION334(Pages243-266)isdeletedandthefollowingsubstituted: SECTION334 SUPERPAVEASPHALT CONCRETE 334-1 Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified as Type SP-9.5, Type SP-12.5 or Type SP-19.0. Meettherequirements of Section 320 for plant and equipment. Meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3340000ss.pdf?sfvrsn=7dea4b86_03340104.origind
( l e s s t han or equal to 5 feet wide), the layer thickness for the upper pavement layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3340104.origind.pdf?sfvrsn=9fd3ec1_03340104.FHWA
wide), the layer thickness for the upper pavement layer and shoulder must be the same and paved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3340104.fhwa.pdf?sfvrsn=746ab769_0