4427 search results for fla
Program 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_1PM Memo 23-01 Mandatory Revision 1 (LCNS)
) Personnel: Worksite Traffic Supervisors, flaggers, and other personnel responsible for work zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2023/pm-memo-23-01-mandatory-revision-1-(lcns).pdf?sfvrsn=15e0b7c6_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_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.shtmSP1020301WDorigind
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_0CHAPTER 2
to change): • Bridge Investment Program (local roads) • Federal Lands Access Program (FLAP) • Ferry, District 4 District 5 District 6 District 7 Charlotte Baker Bay Indian River Flagler Monroe Citrus, Flagler Glades Bradford Franklin Sumter Hardee Columbia Gadsden Hendry Dixie Gulf Highlands
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/chapter-2.pdf?sfvrsn=e0bdf070_3CH 2_redline_2025-02
Program (local roads) • Federal Lands Access Program (FLAP) • Ferry Boat and Ferry Terminal, District 5 District 6 District 7 Charlotte Baker Bay Indian River Flagler Monroe Citrus DeSoto, 3 District 5 DeSoto Baker Calhoun Flagler Glades Bradford Franklin Sumter Hardee Columbia
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/review/fy-2024-25/ch-2_redline_2025-02.pdf?sfvrsn=49d822b3_1E4Y06 BidTabs
FROM FLAMINGO AVENUE TO SOUTH OF PINE AVE - RES 44840515201 (*) 44840515202 44840515203 N, ), tree (protection, pruning), and sod along State Road A1A (North Ocean Drive) from south of Flamingo, : 44840515201 (*) 44840515202 44840515203 Fed Aid No: SR-A1A FROM FLAMINGO AVENUE TO SOUTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/bidtabs/2025/sep05/e4y06-bidtabs.pdf?sfvrsn=df5f9a50_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_1Calhoun_2018
Flanders Rd D a v e F l e m m i n g R d R i v e r R d G r e e n B a y, NE Flat Wo o ds R d NW Duck Pond Rd S W P i k e P r i c e R d N E P a r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/co-gis/countymaps/calhoun_2018.pdf?sfvrsn=32f0c9c6_10060401-122impl
, such as beam end or edge of flange. 3. Proposed approach of investigation and analysis. 4. Name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/0060401-122impl.pdf?sfvrsn=88ef93da_2