3724 search results for fla
3470000.FHWA
spalling or flaking off of the surface layer that exposes the rough, pitted aggregate surface in excess, in width or 1/4 inch in vertical displacement. Any spalling or flaking off of the surface layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3470000.fhwa.pdf?sfvrsn=8f58004_02024 BOE Manual
) correlates to the Spec Type flags in the BOE, allowing for easy identification of items that may require, online through DQE. This report also includes valid (effective/obsolete) dates. A Spec flag is assigned, , Developmentals, Trial Items 1000s Utilities 2.8.3 Specification Flags on Pay Items Several letters or “flags” are used on the Master Pay Item list to indicate when a pay item is non-standard. The Spec-Type flags in the BOE are indications of the level of pay item support that were likely
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/publications/basis-of-estimates-manual/2024-boe-manual.pdf?sfvrsn=a5e4a0f0_12025 BOE Manual
with a character. That character (letter) correlates to the Spec Type flags in the BOE, allowing, (effective/obsolete) dates. A Spec flag is assigned to all pay items for non-standard work. See, , Developmentals, Trial Items 1000s Utilities 2.9.3 Specification Flags on Pay Items Several letters
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/publications/basis-of-estimates-manual/2025-boe-manual.pdf?sfvrsn=bbdfee82_11020300.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_0515-022
of the Contractor. * Use of either Type 1 or Type 2 Insert 2Ɓ" X ƈ" X 1'-0" Flat Bar. * Insert Bar (Type 2, flanges) Bar (Option 1) (web & Rail Splice/Expansion Rail Splice/Expansion Bar (web & inside flanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/515-022.pdf?sfvrsn=b2d11a75_1515-022
of the Contractor. * Use of either Type 1 or Type 2 Insert 2Ɓ" X ƈ" X 1'-0" Flat Bar. * Insert Bar, inside flanges) Bar (Option 1) (web & Rail Splice/Expansion Rail Splice/Expansion Bar (web & inside flanges) Rail Splice/Expansion Bar (Option 1) Splice/Expansion Bar Mitered Rail Rail Splice
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/515-022.pdf?sfvrsn=9c8298ad_1CHAPTER 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_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.shtmD1-11-02-23BSN
- 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_10659-020
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/2025/idx/659-020.pdf?sfvrsn=dc5aac7c_144893815201-MultiPostSignReport
⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦ Wt_per_Length_(lbf/ft) Overall_Width_(in)_ Flange_Width_(in)_ Flange_Thickness_(in)_ A_(in3) S_(in3) Z_(in3) Iy_(in4, ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦ Wt_per_Length_(lbf/ft) Flange_Width_(in) Flange_Thickness_(in) d_(in) Web_Thickness_(in) A_(in3) S_(in3) r_(in) I_(in4) Iy, ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦ Wt_per_Length_(lbf/ft) Overall_Width_(in)_ Flange
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-multipostsignreport.pdf?sfvrsn=2108ee17_1659-020
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/2026/idx/659-020.pdf?sfvrsn=86491fa_14500301-724origind
flange dormant strands may be released after the concrete reaches a compressive strength of 2,000 psi, in the bearing areas and edges of the top flange, a minor spall is defined as a spall not larger than 2.0, . Spalls located at the edges of the top flange are considered minor spalls as follows: 1. A spall on one edge of the top flange, without a coincident spall on the other edge of the top flange, are not greater than 25% of the width of the top flange. 2. Coincident spalls on opposite edges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4500301-724origind.pdf?sfvrsn=e28aa5db_1D4600000.do
. Fieldinstallallshearconnectorswhicharelocatedonthetopflangeofsteelgirdersand beams after the deck forms are in place. Do not install top flange, d.Within6inches[150 mm] of bearing stiffeners in the top flange areas at end of girder. (2) D i a p h r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4600000.do.pdf?sfvrsn=9ef57e46_0SP1020301WDorigind
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_0