7246 search results for Pavement
SS3340000
334 SUPERPAVEASPHALTCONCRETE – ACCEPTANCE OPTIONS. (REV2-23-07)(FA3-15-07)(7-07) SECTION334(Pages258–279)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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3340000.pdf?sfvrsn=e8c855a5_0SS9930000
e l i n e a t o r s h a l l h a v e a minimum height of 48 inches above the pavement surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss993000069b0e14d25904459b44ff63d20b05336.pdf?sfvrsn=afdeec31_0SS9930000
e l i n e a t o r s h a l l h a v e a minimum height of 48 inches above the pavement surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9930000.pdf?sfvrsn=41d7687e_09480000.origind
protection. 948-1.2 Pressure Pipe: Pressure pipe for direct burial under pavement shall conform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9480000.origind.pdf?sfvrsn=4e0dc3e8_09480000.FHWA
for direct burial under pavement shall conform to the requirements of ASTM D1785, for Type I, Grade I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9480000.fhwa.pdf?sfvrsn=cdf23697_0SS3340000
334 SUPERPAVE A S P H A L T C O N C R E T E . (REV4-24-08)(FA8-12-08)(1-09) SECTION334(Pages258–279)isdeletedandthefollowingsubstituted: SECTION334 SUPERPAVE ASPHALT 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3340000.pdf?sfvrsn=2df46d60_0SS3340000
334 SUPERPAVE A S P H A L T C O N C R E T E . (REV4-24-08)(FA8-12-08)(1-09) SECTION334(Pages258–279)isdeletedandthefollowingsubstituted: SECTION334 SUPERPAVE ASPHALT 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33400006ef6958e5529425581dbeb7e338ae8b2.pdf?sfvrsn=820d0f43_0SS3340000
334 SUPERPAVE A S P H A L T C O N C R E T E . (REV7-29-09)(FA8-11-09)(1-10) SECTION334(Pages265-291)isdeletedandthefollowingsubstituted: SECTION334 SUPERPAVE ASPHALT 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3340000.pdf?sfvrsn=5c9fe212_09480000.origind
under pavement shall conform to the requirements of ASTM D1785, for Type I, Grade I, Schedule 40
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9480000.origind.pdf?sfvrsn=25fc0b66_0SP1610000
bulking caused by incorporation of commercial material. Raise the overlaying base and pavement course
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp1610000.pdf?sfvrsn=cd613063_0SS0090200
(Asphalt), Asphalt Treated Permeable Base, Superpave Asphaltic Concrete, Miscellaneous Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss0090200.pdf?sfvrsn=feee146e_0SP1610000
bulking caused by incorporation of commercial material. Raise the overlaying base and pavement course
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp1610000.pdf?sfvrsn=5a9c1ecc_0SP1610000
and pavement course a corresponding distance. The pay quantity for embankment will not be adjusted when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1610000.pdf?sfvrsn=b664f719_0SP1610000
and pavement course a corresponding distance. The pay quantity for embankment will not be adjusted when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp1610000.pdf?sfvrsn=bc0c77bb_0Section93V2-723cln
(FDOT), herein after called the Department. The guide also provides the Concrete Pavement Production, approve Class I (Pavement) mix designs with the amount of total cementitious materials content below, of a Summary Delivery Ticket for Pavement Concrete Financial Project No.: Date: Plant No.: Delivered, for Concrete Pavement. Signature of Batch Plant Operator Topic No.: 675-000-000 Materials Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section93v2-723cln.pdf?sfvrsn=8441a245_2Section93V2-723cln
), herein after called the Department. The guide also provides the Concrete Pavement Production, Class I (Pavement) mix designs with the amount of total cementitious materials content below, Delivery Ticket for Pavement Concrete Financial Project No.: Date: Plant No.: Delivered, for Concrete Pavement. Signature of Batch Plant Operator Topic No.: 675-000-000 Materials Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section93v2-723clnc9636a5540324771a7a8df85a5c55dd1.pdf?sfvrsn=56512df5_2Section93V2-725cln
(FDOT), herein after called the Department. The guide also provides the Concrete Pavement Production, requirement, of 1,200 psi. Submit the proposed mix designs in MAC. For Class I (Pavement) mix designs, for Pavement Concrete Financial Project No.: Date: Plant No.: Delivered to: Concrete Plant: Phone, was produced and is in compliance with the Contract Document requirements for Concrete Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section93v2-725cln.pdf?sfvrsn=e61bb836_13460402-723origind
, such as concrete or asphalt pavement surfaces. Temperatures shall be continuously recorded starting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3460402-723origind.pdf?sfvrsn=c5317e9b_1E21Q0
, PREFORMED, WHITE, MESSAGE EA 44.000 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21q0.pdf?sfvrsn=2801274d_1E8W06BidTabs
to perform routine and priority repairs on shoulders, embankment, slopes and slope pavement, signage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/apr08/e8w06bidtabs.pdf?sfvrsn=7ee37fbf_1