4429 search results for fla
19-13-Le-CommunityEngagement
Initiative ✓ FLAP (Federal Lands Access Program) grant ✓ LFA with City of Boynton Beach ✓ Boynton, phasing allowing both contractors work simultaneously ✓ Flaggers ➢ Approach ✓ Persistence
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-13-le-communityengagement.pdf?sfvrsn=81e88d5_11020921.FHWA
signals may be used as an alternate to flaggers for lane closure operations on two-lane, two-way, . Temporary signals may be used, at the Contractor’s option, as an alternate to flaggers for lane closure, option as an alternative to flaggers will be included in Maintenance of Traffic, lump sum. ARTICLE, , at the Contractor’s option, as an alternate to flaggers for lane closure operations on two- lane, as an alternative to flaggers will be included in Maintenance of Traffic, lump sum. ARTICLE 102-13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1020921.fhwa.pdf?sfvrsn=9e25584d_09620100-724IMPL
Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone, ), Size A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size, Railing A53 A, B E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size 962-10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9620100-724impl.pdf?sfvrsn=dbb5a442_19620000-723impl
, Tensile Structural Tubing A500 Round B, C Composition, Tensile, Flattening Test, Impact, Composition, Tensile, Flattening, Impact (Zone 1), Size Square, Rectangle, Special Welded, Testing (Tensile, Bend, Flattening), Size 962-10.2 Field Splice Filler Materials: Provide field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9620000-723impl.pdf?sfvrsn=a5ea269c_29621001int
Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone, ), Size A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size, Railing A53 A, B E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9621001int.pdf?sfvrsn=ca0a3643_19621001ind
Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone, ), Size A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size, Railing A53 A, B E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9621001ind.pdf?sfvrsn=18730ef4_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_1ST. JOHNS COUNTY_TWOP2026-2030 WPPH_BY DESCRIPTION_11-13-2024_SUBJECT TO CHANGE
- NE FLA REG APT ACQUISITION OF INDEX B ARFF VEH REQ PART 139 PFL10688 Type of Work: AVIATION, 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST ARFF BUILDING PART 139 PFL0007619 Type of Work, - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work: AVIATION REVENUE/OPERATIONAL, $750,000 Total for Project 433126-4 $2,000,000 $1,500,000 433126-6 - NORTHEAST FLA REG APT WEST, for Project 210265-8 $6,996,181 210265-9 - SRA1A FROM FLAGLER C/L TO E MAGNOLIA AVE Type of Work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-description/st-johns-county_twop2026-2030-wpph_by-description_11-13-2024_subject-to-change.pdf?sfvrsn=3b6a67ab_1ST. JOHNS COUNTY_TWP2026-2030 WPPH_BY ITEM_11-13-2024_SUBJECT TO CHANGE
for Project 433126-3 $4,000,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type, 433126-6 - NORTHEAST FLA REG APT WEST AIRFIELD EXPANSION STUDY PFL0014801 Type of Work: AVIATION, Logistics And Passenger Operations Program: Aviation 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST, 439967-1 $1,817,000 439968-1 - NE FLA REG APT ACQUISITION OF INDEX B ARFF VEH REQ PART 139 PFL10688, FLAGLER C/L TO E MAGNOLIA AVE Type of Work: RESURFACING Phase Funding Source 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-type/st-johns-county_twp2026-2030-wpph_by-item_11-13-2024_subject-to-change.pdf?sfvrsn=2916143b_1E4Y20-R0
-FLARED APPROACH TERMINAL, REPLACE, MASH EA 1.000 E536- 12-604 GUARDRAIL REPAIRS (REPLACE) (STEEL, , REPLACE EXISTING EA 4.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT) EA 4.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/aug1/e4y20-r0.pdf?sfvrsn=beae24d7_1Specification 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-firms450-036
1 0 / 1 5 / 2 0 2 3 1 1 : 2 5 : 1 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 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, Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-036.pdf?sfvrsn=e69651d8_1450-045
required to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-045.pdf?sfvrsn=4a566fbe_1450-054
(Pairs (Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-054.pdf?sfvrsn=f5f4fd1f_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/2025/idx/450-063.pdf?sfvrsn=a3c60c38_1450-072
End 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-072.pdf?sfvrsn=61610161_1450-078
1 0 / 1 5 / 2 0 2 3 1 1 : 2 9 : 3 2 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 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, , End 2 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/2025/idx/450-078.pdf?sfvrsn=79947711_1450-084
Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, End of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R 4M2, 4M3 & 5Y BARS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-084.pdf?sfvrsn=8d80e984_1450-096
1 0 / 1 5 / 2 0 2 3 1 1 : 3 1 : 0 5 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 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, or (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-096.pdf?sfvrsn=7a164669_1450-045
required to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, 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/450-045.pdf?sfvrsn=80073aa5_1