4429 search results for fla
450-072
of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R to the end of beam, A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-072.pdf?sfvrsn=818d189d_1450-036
1 0 / 1 7 / 2 0 2 4 8 : 1 8 : 5 8 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX FLORIDA-I 36 BEAM - STANDARD DETAILS 1 2 450-036 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 to the end of beam measured perpendicular * These dimensions are 4M2 (Typ, , End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-036.pdf?sfvrsn=530b495e_1450-063
Typ.) Rotate as Bars 3D (Pairs flange only) bottom of bottom " Chamfer (Typ. 4 3 (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-063.pdf?sfvrsn=5057ca5e_1450-054
(Pairs (Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange only, 5K, 5Y & 5Z Only) SECTION A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-054.pdf?sfvrsn=2f6e7a9f_1450-084
Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y, of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R 4M2, 4M3 & 5Y BARS 6A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-084.pdf?sfvrsn=95a22712_1450-096
1 0 / 1 7 / 2 0 2 4 8 : 4 5 : 4 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX FLORIDA-I 96 BEAM - STANDARD DETAILS 1 2 450-096 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 " 4 3 6 9 " C/2 "/Sin Ø) 2 1 C=(17 3D1 & 3D2 3D3 " 2 1 1'-11 A+B, or (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-096.pdf?sfvrsn=a57705aa_1450-078
1 0 / 1 7 / 2 0 2 4 8 : 4 4 : 0 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX FLORIDA-I 78 BEAM - STANDARD DETAILS 1 2 450-078 11/01/19 Anchor Studs required to clear Typ.) Rotate as Bars 3D (Pairs Beam End of flange only) bottom of bottom " Chamfer (Typ. 4 3 the end of beam perpendicular, Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 6A, 4M1, 4M2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-078.pdf?sfvrsn=f5a6bdb1_1450-045
to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, , 5Y & 5Z Only) SECTION A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-045.pdf?sfvrsn=b1346bd1_1450-054
(Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange only, , 5Y & 5Z Only) SECTION A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-054.pdf?sfvrsn=9c0e7eb3_1450-078
1 0 / 6 / 2 0 2 5 2 : 3 4 : 2 8 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX FLORIDA-I 78 BEAM - STANDARD DETAILS 1 2 450-078 11/01/19 Anchor Studs required to clear Typ.) Rotate as Bars 3D (Pairs Beam End of flange only) bottom of bottom " Chamfer (Typ. 4 3 the end of beam perpendicular to are measured, Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 6A, 4M1, 4M2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-078.pdf?sfvrsn=3c491ab1_1450-084
, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y & 5Z, of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R 4M2, 4M3 & 5Y BARS 6A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-084.pdf?sfvrsn=18b955e6_1450-063
.) Rotate as Bars 3D (Pairs flange only) bottom of bottom " Chamfer (Typ. 4 3 (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y & 5Z
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-063.pdf?sfvrsn=f4563e03_1450-072
of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R to the end of beam, A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-072.pdf?sfvrsn=bc96f8e0_1450-096
1 0 / 6 / 2 0 2 5 2 : 3 6 : 0 7 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX FLORIDA-I 96 BEAM - STANDARD DETAILS 1 2 450-096 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 " 4 3 6 9 " C/2 "/Sin Ø) 2 1 C=(17 3D1 & 3D2 3D3 " 2 1 1'-11 A+B, Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-096.pdf?sfvrsn=944d972_1450-036
1 0 / 1 6 / 2 0 2 5 8 : 3 9 : 1 1 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX FLORIDA-I 36 BEAM - STANDARD DETAILS 1 2 450-036 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 to the end of beam measured perpendicular * These dimensions are 4M2 (Typ, , End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-036.pdf?sfvrsn=797b8c54_16030206-724origind
. Controllers 2. Vehicle detectors 3. Load switches 4. Flasher units 5. Preemption units 6. Conflict
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6030206-724origind.pdf?sfvrsn=d4d7717c_1Smart Work Zones Guidebook
: X First/last channelizing device in lane closure(s) X Flaggers using either flag paddles or flagger assistive devices X SWZ Flashing Arrow Boards X Vehicle mounted Flashing Arrow Boards X Mobile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/smart-work-zones_guidebook.pdf?sfvrsn=28574a9b_59620100-724FHWA
Grain, Tensile Structural Tubing A500 Round B, C Composition, Tensile, Flattening Test, Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size Square, E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size 962-10.2 Field Splice, Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact, Type/ Style Reportable Properties A847 Round Welded, Seamless Composition, Tensile, Flattening
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9620100-724fhwa.pdf?sfvrsn=6d89e6ab_19620100FHWA - REVISED
, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone 1, ), Size A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size Square, Properties Pipe Railing A53 A, B E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size, Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone 1, ), Size A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9620100fhwa---revised.pdf?sfvrsn=116fcf8f_1SDGChapter8B
. System status: a. Traffic signals GREEN. b. Flashing yellow lights (WARNING DRAWBRIDGE AHEAD) OFF, . Flashing yellow lights (WARNING DRAWBRIDGE AHEAD sign). 1. Starting opening sequence turns yellow flashing lights on. E. Overhead traffic signals to YELLOW. 1. Change to YELLOW immediately after, ).automatically after traffic signals turn RED. b. Automatically begin flashing lights on gate arm(s, by flashing indicating light on appropriate LOWER OFF-GOING GATE pushbutton. 5. Gates can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/2024/sdgchapter8b.pdf?sfvrsn=4b096571_2