4643 search results for fla

FDOT & FTBA Announce 2025 Best in Construction Award Recipients

& Innovation Throughout Florida’s Transportation & Infrastructure System ORLANDO, Fla

https://www.fdot.gov/info/co/news/2025/08012025

FDOT Projects Recognized for Excellence in 2025 America's Transportation Awards

Search For Immediate ReleaseAugust 6, 2025 CONTACT FDOT: FDOT COMMUNICATIONS OFFICE (850) 414-4590 | FDOTCommunicationsOffice@dot.state.fl.us FDOT Projects Recognized for Excellence in 2025 America’s Transportation Awards TALLAHASSEE, Fla. — Yesterday, the Florida Department

https://www.fdot.gov/info/co/news/2025/08062025

ICYMI - Governor Ron DeSantis Announces Major Infrastructure Investments for Tampa Bay

TAMPA, Fla. — Today, Governor Ron DeSantis announced the completion of the Howard Frankland Bridge

https://www.fdot.gov/info/co/news/2025/08272025

ICYMI - Governor Ron DeSantis Announces Major Advancements for Congestion Relief in Central Florida

aerial test bed BARTOW, Fla. — Today, Governor Ron DeSantis announced major steps for congestion

https://www.fdot.gov/info/co/news/2025/10172025

Root Cause Analysis Intersections - Fact Sheet_November 2023

s c a m b i a Monroe Monroe Monroe Monroe Flagler Flagler Lee Lee Bay Bay Putnam Putnam, Monroe Flagler Lee Bay Putnam J e f f e r s o n Lafayette Hamilton Levy Polk St. Lucie

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/crash-data/root-cause-analysis-intersections---fact-sheet_november-2023.pdf?sfvrsn=b06165d1_1

E55F2BidTabs

: District: 002 Contract Desc: FLAGLER E55F2 Project(s): Contract: Contract Time: Vendor Ranking SR, in Flagler County. PREQUALIFICATION REQUIRED 170 AVAILABLE DAYS Project(s): FLAGLER Counties

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/feb04/e55f2bidtabs.pdf?sfvrsn=6ab002c_1

9320000-723impl

pads (elastomer only) and laminated bearings with steel or fabric laminates. Flash tolerance, finish, load bearing plates shall be finished or machined flat to within 0.01 inches. The bottom surfaces, of flatness value of 0.0625 inches. External load bearing plates shall be protected from rust until

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9320000-723impl.pdf?sfvrsn=1c964522_2

9320000-723origind

) and laminated bearings with steel or fabric laminates. Flash tolerance, finish and appearance, shall be finished or machined flat to within 0.01 inches. The bottom surfaces of external load plates (masonry plates) designed to rest on bearing pads shall not exceed an out of flatness value

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9320000-723origind.pdf?sfvrsn=2a326e86_1

1020300.impl

Flagger Assistance Devices (AFAD) must be signed and sealed by a Professional Engineer registered, a removable polymer striping tape or a molded engineered polymer material. 102-9.19 Automated Flagger, and out of the lane of traffic. The devices may be operated either by a single flagger at one end of the traffic control zone, from a central location, or by a separate flagger near each device’s, . AFADswillnotbepaidforseparately.AFADsmay be used as a supplement or an alternate to flaggers in accordance with Index 603. Include

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1020300.impl.pdf?sfvrsn=e3f10f44_0

7850000.origind

finish free from cracks, blow-holes, shrinks, and other flaws. All roller fairlead frames shall, . Cabinet door must not sag. Door opening must be double flanged. Door must include neoprene closed, is removed. Ensure that both door openings are double flanged on all four sides

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/7850000.origind.pdf?sfvrsn=4d0a3bf4_0

7850000.FHWA

, blow-holes, shrinks, and other flaws. All roller fairlead frames shall be corrosion resistant, not sag. Door opening must be double flanged. Door must include neoprene closed-cell gaskets permanently, that both door openings are double flanged on all four sides, and that the doors include a closed-cell

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/7850000.fhwa.pdf?sfvrsn=68e90a2_0

1450300FHWA

materials with defects, tears, punctures, flaws, deterioration, or other damage at no additional, and secure it as necessary to lay flat against the soil prior to fill placement. Place adjacent rolls, . Replace geosynthetic materials with defects, tears, punctures, flaws, deterioration, or other damage, as necessary to lay flat against the soil prior to fill placement. Place adjacent rolls of geosynthetic

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/1450300fhwa.pdf?sfvrsn=3bbb721a_1

D1-11-02-23BSN

- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 5.000 E536- 6-424 END ANCHORAGE ASSEM (REPLACE) (PARALLEL) EA 7.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH, E536- 15- MISCELLANEOUS GUARDRAIL MAINTENANCE LF 1,500.000 E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 10.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 10.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 10.000 E536-322-506 END ANCHOR ASSEM

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2023/nov02/d1-11-02-23bsn.pdf?sfvrsn=c4a15dfa_1

E1X48-R0BidTabs

ASSEM FLARED (REPL FLARED END SECT) 2.000 EA 60.00000 120.00 40.00000 80.00 0.01000 0.02 0235 E536322502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) 2.000 EA 100.00000 200.00 100.00000 200.00 500.00000 1,000.00 0240 E536322503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) 2.000 EA 200.00000 400.00 200.00000 400.00 500.00000 1,000.00 0245 E536322506 END ANCHOR ASSEM FLARED, END ANCHOR ASSEM FLARED (REPL FLARED END SECT) 2.000 EA 125.00000 250.00 200.00000 400.00

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2024/nov07/e1x48-r0bidtabs.pdf?sfvrsn=32256431_10

4000402.resp

pads are used for flat slab superstructures for which dowels are sometimes used but never anchor, a detail similar to Figure 13.7-4 to the Structures Detailing Manual for flat slab superstructures

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/4000402.resp.pdf?sfvrsn=8cacc9f1_0

7000000-723resp

used 2” flat panel attached to sign post channel, not a round post. See link. I would recommend using U-Clamps to attach the flat aluminum panel with reflective strip to our round sign posts. https

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/7000000-723resp.pdf?sfvrsn=4a6e2a7c_1
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