7243 search results for Pavement

D5-10-07-25BSN

of experience in the performance of Concrete Pavement Repair, or the Project Superintendent must have, BAGS CY 10.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 525.000 E524- 1- 1 CONCRETE DITCH PAVEMENT REPAIR CY 45.000 E524- 2- 1 CONCRETE SLOPE PAVEMENT REPAIR CY 5.000 Page 8 Bid Solicitation Notice, , signing and pavement markings, pedestrian signal installations, such as, crosswalks, accessible

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/oct07/d5-10-07-25bsn.pdf?sfvrsn=e368faa3_1

2026FDM225Transit

be placed at the edge of shoulder pavement on roadways with a posted speed of 45 mph or less. The raised

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm225transit.pdf?sfvrsn=3bc339d_5

2026FDM243PCMS

) 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/review/2026fdm243pcms.pdf?sfvrsn=bae420a8_2

2026FDM902EstQntyReport

 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/review/2026fdm902estqntyreport.pdf?sfvrsn=c49080d0_4

2026FDM922MiscStruct

to the top of pavement); limits of scour protection (including any keyways or geotextile fabric lining

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm922miscstruct.pdf?sfvrsn=16358e86_4

440-001

 UNDERDRAIN TYPE I, II, AND III ASSEMBLY (Type II Shown, Others Similar) Coarse Aggregate Underdrain Pipe Geotextile Finished Grade Curb & Gutter Pavement UNDERDRAIN TYPE Va (WET) ASSEMBLY Pond Top Type Va Cleanout Pond Bottom UNDERDRAIN TYPE Va AND Vb (DRY) ASSEMBLY Swale or Pond Bottom Underdrain Pipe Swale or Pond Top Coarse Aggregate Fine Aggregate Type Va Type Vb Cleanout Geotextile Pond Normal Water Level Slope Break (Optional) Geotextile Geotextile 9 / 2 6

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/440-001.pdf?sfvrsn=d04b6429_1

521-515

.) Expanded Shoulder/Fill Gutter Line and Fill (4'-0" Min.) Roadway or Shoulder Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-515.pdf?sfvrsn=b211376d_1

548-020

 9 / 2 6 / 2 0 2 5 2 : 4 7 : 0 6 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX 1 1 548-020 11/01/21 MSE RETAINING WALL SYSTEMS - PERMANENT Roadway Pavement Shoulder or Ground Line Proposed Final Concrete Facing Panels Interior Face of Soil Volume Limits of Note 9) required (See Construction Surface treatment when Elevation Leveling Pad Top of Coping Elevation Top of Junction Slab Joint Filler ƀ

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/548-020.pdf?sfvrsn=591c62ce_1

715-001

fuse. Breakaway fuseholders with solid copper slugs. face of curb. pavement or Edge of traveled

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/715-001.pdf?sfvrsn=c5e1a8e_1
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