7243 search results for Pavement
44912215201-ESTIMATES-QUANTITIES
80 70 5600 6000 Phase I 5 80 400 Phase II 0706 1 3 Raised Pavement Marker, Type B EA 468 468 Phase, Notes Construction Remarks 0710 11101 Painted Pavement Markings, Standard, White, Solid, 6" GM 2.6320 5.291 Phase II 2.6590 Phase III 0710 11123 Painted Pavement Markings, Standard, White, Pavement Markings, Standard, White, Solid for Stop Line or Crosswalk, 24" LF 640.0 640 Phase II 0710 11131 Painted Pavement Markings, Standard, White, SKIP, 10-30 or 3-9 SKIP, 6" Wide GM 2.3980
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/44912215201-estimates-quantities.pdf?sfvrsn=67e79e31_1TypicalSectionsExclusiveTransitRunningways
operation. ▪ Exclusive transit facilities may require special pavement design to support bus loads, be flush with the pavement if bus lane is a part- time lane Typically used where station access, with the pavement if bus lane is a part-time lane shared with other users Typically used where station, , striping with raised pavement markers, raised medians (with or without mountable curbs), jersey barriers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-facilities-design/typicalsectionsexclusivetransitrunningways.pdf?sfvrsn=b048cc15_0LADIV1-725
; to provide a safe and functional connection to an existing pavement; to settle documented Contract, for in 4-3.2 for additional work. 4-3.6 Connections to Existing Pavement, Drives and Walks: Generally, to make suitable connections to existing pavement, the Engineer will authorize such a change in writing, 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/fy-2025-26/lap/finalized/ladiv1-725.docx?sfvrsn=d0850ab0_1LADIV1-ClassABCD-724
; to provide a safe and functional connection to an existing pavement; to settle documented Contract, to that provided for in 4-3.2 for additional work. 4-3.6 Connections to Existing Pavement, Drives and Walks, in order to make suitable connections to existing pavement, the Engineer will authorize such a change, Proposal submitted that proposes a change in the design of the pavement system or that would require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/ladiv1-classabcd-724.pdf?sfvrsn=7227116b_1LADIV1-Class A B C D-724
; to provide a safe and functional connection to an existing pavement; to settle documented Contract claims, to that provided for in 4-3.2 for additional work. 4-3.6 Connections to Existing Pavement, Drives and Walks, in order to make suitable connections to existing pavement, the Engineer will authorize such a change, Proposal submitted that proposes a change in the design of the pavement system or that would require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/ladiv1-class-a-b-c-d-724.pdf?sfvrsn=b0732b44_1LADIV1-Class A B C D-724
and functional connection to an existing pavement; to settle documented Contract claims; to make, for additional work. 4-3.6 Connections to Existing Pavement, Drives and Walks: Generally adhere, suitable connections to existing pavement, the Engineer will authorize such a change in writing, that proposes a change in the design of the pavement system or that would require additional right
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/ladiv1-class-a-b-c-d-724a94e59d5-6f5e-4792-96ef-3d7451efce90.pdf?sfvrsn=1d013e3c_2LADIV1-724
and functional connection to an existing pavement; to settle documented Contract claims; to make, for additional work. 4-3.6 Connections to Existing Pavement, Drives and Walks: Generally adhere, suitable connections to existing pavement, the Engineer will authorize such a change in writing, that proposes a change in the design of the pavement system or that would require additional right
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/ladiv1-724.pdf?sfvrsn=e42b6ec8_1LADIV1-724redln
; to provide a safe and functional connection to an existing pavement; to settle documented Contract, to that provided for in 4-3.2 for additional work. 4-3.6 Connections to Existing Pavement, Drives and Walks, in order to make suitable connections to existing pavement, the Engineer will authorize such a change, Proposal submitted that proposes a change in the design of the pavement system or that would require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/mandatory/ladiv1-724redln.pdf?sfvrsn=55aa1c3c_1LADIV1-726
; to provide a safe and functional connection to an existing pavement; to settle documented Contract, for in 4-3.2 for additional work. 4-3.6 Connections to Existing Pavement, Drives and Walks: Generally, to make suitable connections to existing pavement, the Engineer will authorize such a change in writing, 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/fy-2026-27/lap/ladiv1-726.docx?sfvrsn=46d780bd_1drainagedesignguide2024
of the stormwater flowing down a pavement and gutter section from the face of the gutter to the water
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/drainagedesignguide2024.pdf?sfvrsn=a5320a94_1drainagedesignguide2024withTransmittal
from the shore. Spread The horizontal distance of the stormwater flowing down a pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide2024withtransmittal.pdf?sfvrsn=8d5272dd_1FMTP Investment Element_2014-09-11
............................................................................................................................ 2‐27 FIGURE 27: PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/2014/fmtp-investment-element_2014-09-11.pdf?sfvrsn=7ad779e8_1DesignBuildSpecificationsjul05
. Theportionoftheroadbedimmediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those portions of the roadbed shown, ] below the bottom of the base or pavement and outward to 6 inches [150 mm] beyond the base, pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/july-2005/design-build/designbuildspecificationsjul05.pdf?sfvrsn=2c955363_0DesignBuildSpecifications.JulDec
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, , the subgrade section extends to a depth of 12 inches [300 mm] below the bottom of the base or pavement and outward to 6 inches [150 mm] beyond the base, pavement, or curb and gutter. Page 9 of 106
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/july-2006/design-build/designbuildspecifications.juldec.pdf?sfvrsn=8d6ff7e1_0D5-10-03-23WorkClassBreakouts
Required / Pavement Markings Experience Required / Asphalt Paving Experience/Prequalification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/oct03/d5-10-03-23workclassbreakouts.pdf?sfvrsn=aa6d1d15_1E50F6
and/or modifying traffic signalization infrastructure, signing and pavement markings, minor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/oct03/e50f6.pdf?sfvrsn=54c907dd_12024FDM273LandscapeMaintenanceGuide
names (d) Outside edge of sidewalk, pavement, or other elements that define the boundary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm273landscapemaintenanceguide.pdf?sfvrsn=c5f413fd_1521-511-IndReviewResponse
Pavement Footing Requirements See Index 521-513 for Architectural Bump Out Grout Tube Architectural
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/521-511-indreviewresponse.pdf?sfvrsn=afa1b87c_12024FDM102Glossary
, depending on the element of design. Lanes Auxiliary Lane: The designated widths of roadway pavement, of a curbed roadway which has been designated by striping and special pavement markings for use, the existing pavement cross slopes are not intentionally modified or changed (i.e., applicable, (asphalt or concrete pavement) for use by vehicles, including shoulders and adjacent bicycle lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm102glossary.pdf?sfvrsn=6c50e207_1E1W56-R0
PAVEMENT TN 20.000 0515- 2-311 PEDESTRIAN/ BICYCLE RAILING, ALUMINUM ONLY,42" TYPE 1 LF 10.000 0536- 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2023/nov02/e1w56-r0.pdf?sfvrsn=2315c2cf_1