7243 search results for Pavement
SPI-521-002
for the subgrade to coordinate with the Index 521-002 General Notes, as linked to the Flexible Pavement Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-002.pdf?sfvrsn=6a0856f5_1102-600-QuickGuide
² in area), use 4 lb/ft posts 5. For diamond warning signs with supplement pavement or soil under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/102-600-quickguide.pdf?sfvrsn=3d453f26_12026FDM944LandscapePlans
of a roadway project (e.g., edge of pavement and shoulder, sidewalks, utilities, lighting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm944landscapeplans.pdf?sfvrsn=fbfd3fd0_22026FDM907RFPConceptPlans
utilities, lighting, and drainage Guide sign locations with panel legends depicted Pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm907rfpconceptplans.pdf?sfvrsn=c0a32af3_62026FDM911ModelManagement
portion. Display the proposed limits of pavement, curbs, traffic separators, sidewalks, curb ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm911modelmanagement.pdf?sfvrsn=73b4b653_2102-613
days or less. 7. Temporary pavement markings may be omitted when the work operation is in 6. Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-613.pdf?sfvrsn=6a88691a_1425-060
" 8" 8" 3'-4" 1'-4" Edge of Pavement 5'-0" Sidewalk Joint (Typ.) 5'-0" Sidewalk Joint (Typ
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/425-060.pdf?sfvrsn=2d37c076_12026FDM922MiscStruct
of pavement); limits of scour protection (including any keyways or geotextile fabric lining); channel work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm922miscstruct.pdf?sfvrsn=af8bb3c9_22026FDM902EstQntyReport
Topic #625-000-002 FDOT Design Manual January 1, 2026 902 - Estimated Quantities Report 1 902 Estimated Quantities Report Modification for Non-Conventional Projects: Delete FDM 902 and replace with the following: Provide a Summary of Pavement summary table with planned asphalt quantities on a General Notes sheet within the “Released for Construction” plan set. Develop and report quantities in accordance with the Basis of Estimates (BOE) Manual. Include documentation that supports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm902estqntyreport.pdf?sfvrsn=ff96915e_2Okeechobee Draft Tentative WP_FY27-31
TO N. OF INTERCEPTOR CREEK BRIDGE #910065 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/okeechobee-draft-tentative-wp_fy27-31.pdf?sfvrsn=51916745_1Project Management Resource Page
) Packages FDM April 2023 Pavement Design Packages April 2023 Right of Way
https://www.fdot.gov/designsupport/pm/resourcepageSUWANNEE COUNTY_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE
for Project 440060-1 $1,250,000 440062-1 - SUWANNEE CO APT PAVEMENT REHAB OF T-HANGER TAXI LANES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/suwannee-county_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=5cb9ad5b_1SUWANNEE COUNTY_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE
$1,250,000 440062-1 - SUWANNEE CO APT PAVEMENT REHAB OF T-HANGER TAXI LANES PFL0011446 Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/suwannee-county_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=43b5b787_1E59F7BidTabs
and/or modifying traffic signalization infrastructure, signing and pavement markings, pedestrian signal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/oct07/e59f7bidtabs.pdf?sfvrsn=fbbd14f3_12026FDM243PCMS
) MIN [Number]* Oversized OVRSZ Load Prepare PREP To Stop Pavement PVMT Wet* Quality QLTY Air
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm243pcms.pdf?sfvrsn=7dc76d74_42026FDM914GenNotes
SLOPE • PAVEMENT CROSS SLOPE 3. DESIGN VARIATIONS ARE BEING PROCESSED FOR: 2. THE TYPICAL SECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm914gennotes.pdf?sfvrsn=e21ff09e_32026FDM225Transit
pavement on roadways with a posted speed of 45 mph or less. The raised area provides a landing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm225transit.pdf?sfvrsn=cb5d8d6d_2E1W96
EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,008.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/jan15/e1w96.pdf?sfvrsn=9baf0bb0_1D102-620a
days or less. 5. Temporary pavement markings may be omitted when the work operation is in mph
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/d102-620a.pdf?sfvrsn=a294a75_1E4Y45
, flashing beacon, work zone), pavement markings (raised, thermoplastic, detectable), lighting (conductors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/dec05/e4y45.pdf?sfvrsn=61636ab3_1