4070 search results for fla
450-063
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_1E6O87
- TREES, FLORIDA FLAME RED MAPLE, ACER RUBRUM 'FLORIDA FLAME', 11-14' OVERALL HEIGHT EA 10.000, EA 50.000 0580- 7-553 LANDSCAPE- SMALL SHRUB/ORNAMENTAL GRASS, DIANELLA TASMANICA- TASMAN FLAX-LILY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/jan25/e6o87.pdf?sfvrsn=e275970e_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_5Specification Package Preparation Training
Cliff David Adair & Brady, Inc. 10/18/2000 Coates, Kathleen Coates Kathleen NW Fla. Water
https://www.fdot.gov/programmanagement/packagepreparation/specification-package-preparation-training-for-consultant-firms9620100-724FHWA
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_1SPI-460-470
with parallel, perpendicular, angled or flared end bent wing walls. Each Standard includes several schemes, of the bridge and wing walls. On flat slab type superstructures, the potential reduction, generally allows the entire existing traffic railing to remain in place. On flat slab type, Railing (Thrie-Beam Retrofit) extends far enough along the flared curb until the Special Steel Guardrail, for locating the posts on the flared wing wall. The Designer may need to show stationing limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-460-470.pdf?sfvrsn=fb47049e_1SPI-460-470
with parallel, perpendicular, angled or flared end bent wing walls. Each Standard includes several schemes, of the bridge and wing walls. On flat slab type superstructures, the potential reduction, generally allows the entire existing traffic railing to remain in place. On flat slab type, Railing (Thrie-Beam Retrofit) extends far enough along the flared curb until the Special Steel Guardrail, for locating the posts on the flared wing wall. The Designer may need to show stationing limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-460-470.pdf?sfvrsn=f2b066bf_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_2SDGChapter8B
READY." 2. System status: a. Traffic signals GREEN. b. Flashing yellow lights (WARNING DRAWBRIDGE, HORN (PUSH & HOLD) pushbutton to sound horn. D. Flashing yellow lights (WARNING DRAWBRIDGE AHEAD sign). 1. Starting opening sequence turns yellow flashing lights on. E. Overhead traffic signals, 2025 8B-4 b. Automatically begin flashing lights on gate arm(s) when traffic lights turn RED. 3, )/bell(s). 4. Lower on-coming gates, manually. Prompt by flashing indicating light on appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/2025/sdgchapter8b.pdf?sfvrsn=8d62ad19_1Speed Detection Systems (SDS) Placement and Installation Specs_Revision_7.21.25
and flashing beacons, consistent with Chapter 15 of the SZM. Section 3.0 Application and Documentation, and used to capture a photograph or video of the school zone flashing beacons, location(s, and any supplemental device(s) to capture a photograph or video of the school zone flashing beacons, of 2-foot setback from the face of the barrier. 5. An SDS equipped with a flashing or illuminator, or video of the school zone flashing beacons to verify the speed limit in force at the time
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/speed-detection-systems-(sds)-placement-and-installation-specs_revision_7-21-25.pdf?sfvrsn=18a9e91b_1AppendixF
430-012 Concrete Energy Dissipater Single 30" thru 72" Limited No No No NA NA 430-020 Flared End, Flared End Section Concrete Single 12" thru 72" Yes (c) Very Good (c) Outside CZ No Very Good, be necessary. Flared end section sizes 12 inch and 15 inch may be located as close as 8 feet beyond
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/appendixf.pdf?sfvrsn=af59f7ce_5E6P22-R0
) EA 5.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA, E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT) EA 2.000 E536-301-503 END ANCHOR ASSEM, ASSEMBLY (REGENT C) GUARDRAIL BEAM EA 2.000 E536-322-511 END ANCHOR ASSEM FLARED (REPL SPECIAL END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/feb22/e6p22-r0.pdf?sfvrsn=6668f8b4_1715-002FHWAApprovedPkg
) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10 than 1:4 and equal to or flatter than 1:2 add 2'-6" to foundation depths shown. 1. Depths shown are for slopes equal to or flatter than 1:4. For slopes steeper 9 4 715-002, " Foundation (Plumb) ¡ Pole, Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom, . slope steeper than 1:4 and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/715-002fhwaapprovedpkg.pdf?sfvrsn=ee5e437e_1SPM1070000-724-i19196
-moving vehicle sign located on the rear of the tractor, amber flashing light or white strobe light mounted on the tractor, 18- inch X 18-inch fluorescent orange warning flags mounted on each side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm1070000-724-i19196.pdf?sfvrsn=d12dcd86_1SPM1070000-725-i19875
-moving vehicle sign located on the rear of the tractor, amber flashing light or white strobe light mounted on the tractor, 18- inch X 18-inch fluorescent orange warning flags mounted on each side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm1070000-725-i19875.pdf?sfvrsn=3da80960_1