4551 search results for fla
659-020
Junction Box And Dome Flange Camera Mounting Bracket Assembly Lower Contact Camera (TYP) Dome, And Flange Connection The Contractor Shall Coordinate Assembly (TYP) Dome Type Camera Fitting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/659-020.pdf?sfvrsn=686eaa12_19320000-723impl
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_29320000-723origind
) 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_1Design Standards 2002 Interim
to include curb ramp detectable warning. See flag on drawing for implementation information.Revised, or at the contractor's option whenever the plans call for the flared end anchorage option. This Interim
https://www.fdot.gov/roadway/ds/02/istds.shtmBulletin/Memorandum - 2015 to Present
Management Bulletin 18-03Guardrail - Flared Approach Terminals (FHWA Approved: 2/21/2018) 3/1/18 RDB, 15-10 Roadway Design Bulletin 15-10 Temporary Traffic Control - Warning Lights and Flags
https://www.fdot.gov/roadway/bulletin/default.shtm7000000-723ind
flashing beacons, highlighted signs, electronic display signs (EDS), and associated mounting hardware
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/7000000-723ind.pdf?sfvrsn=1701e811_17850000.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_07850000.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_01450300FHWA
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_1D1-11-02-23BSN
- 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_1E1X48-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_104000402.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_07000000-723resp
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_1SP1020301WDorigind
and flagging operations and maintenance of all temporary traffic control devices are ready for work, and flagging operations and maintenance of devices are ready to begin. Travel time to and from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/review-package/sp1020301wdorigind.pdf?sfvrsn=6e0bd4e2_4D5570000.do
approved by the Engineer. When and where flagging of existing utilities is required, limit flagging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5570000.do.pdf?sfvrsn=4c6cffd1_0D5570000.do
approved by the Engineer. When and where flagging of existing utilities is required, limit flagging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5570000.do5d67280983624d8bb05438a6552828f9.pdf?sfvrsn=8efd1f87_00071100.impl
or adjacent to railroad company right-of-way. 7-11.4.3 Watchman or Flagging Services: The railroad company will furnish protective services (i.e., watchman or flagging services) to ensure the safety
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/0071100.impl.pdf?sfvrsn=3016013d_0PgmMgt Memo 23-01
Temporary Traffic Control (Maintenance of Traffic) Personnel: Worksite Traffic Supervisors, flaggers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/lapmemos/pgmmgt-memo-23-01.pdf?sfvrsn=806da66_1Program Management Meorandum 23-01
Temporary Traffic Control (Maintenance of Traffic) Personnel: Worksite Traffic Supervisors, flaggers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2023/program-management-meorandum-23-01.pdf?sfvrsn=df9571f2_1PM Memo 23-01 Mandatory No1 (LCNS) - REVISED
Temporary Traffic Control (Maintenance of Traffic) Personnel: Worksite Traffic Supervisors, flaggers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2023/pm-memo-23-01-mandatory-no1-(lcns)---revised.pdf?sfvrsn=55010e29_1