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2024 WP Project Summary_D4
Summary of Projects 1 – A s o f D e c e m b e r 4 , 2 0 2 4 D i s t r i c t 4 D I S T R I C T F O U R P, FY 2026 through FY 2030 Summary of Projects 2 – A s o f D e c e m b e r 4 , 2 0 2 4 D i s t r i c, Enterprise Tentative Five-Year Work Program FY 2026 through FY 2030 Summary of Projects 3 – A s o f D, through FY 2030), by county, within F D O T D i s t r ict Four. County Fiscal Year 5 Year Total 2026, Summary of Projects 4 – A s o f D e c e m b e r 4 , 2 0 2 4 D i s t r i c t 4 B r o w a r d C o u
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2024-wp-project-summary_d4.pdf?sfvrsn=cd283ae9_1RStructures
) Bars M (N.S.) Bars F (N.S.) Bars G2 (evenly spaced) Bars A (F.S.) Bars K (F.S.) Bars J (F.S.) D Bars M (paired with Bars F) Bars G1 Footing Cover (Typ.) Bars H Const. Jt. Bars J & K H e i g h t Bars F 4" Min. Backfill A A TYPICAL SECTION VIEW A-A BARS J & K BARS M BARS, s U p p e r S l o p e s ≤ 1 : 1 ƀ ) ( N o T r a f f i c L o a d i n g E f f e c t s & S C H E M E 1 U p p e r S l o p e s > 1 : 1 ƀ ) ( W i t h T r a f f i c L o a d i n g o r S C H E M E 2 M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rstructures.pdf?sfvrsn=e7b03f28_444912215201-ESTIMATES-QUANTITIES
of Measure P F P F Design Notes Construction Remarks 0101 1 Mobilization LS 1 1 0108 1 Monitor, Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0102 1 Maintenance, Description Units of Measure Number Required Duration (Days) P F P F Units P F Const. Phase Design, Pay Item Number Pay Item Description Units of Measure Length (FT) Width (FT) P F P F Units P F, Pay Item Description Units of Measure Length (FT) Width (FT) P F P F Units P F Const. Phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/44912215201-estimates-quantities.pdf?sfvrsn=67e79e31_1RStructures
) Bars M (N.S.) Bars F (N.S.) Bars G2 (evenly spaced) Bars A (F.S.) Bars K (F.S.) Bars J (F.S.) D Bars M (paired with Bars F) Bars G1 Footing Cover (Typ.) Bars H Const. Jt. Bars J & K H e i g h t Bars F 4" Min. Backfill A A TYPICAL SECTION VIEW A-A BARS J & K BARS M BARS, a r i e s U p p e r S l o p e s ≤ 1 : 1 ƀ ) ( N o T r a f f i c L o a d i n g E f f e c t s & S C H E M E 1 U p p e r S l o p e s > 1 : 1 ƀ ) ( W i t h T r a f f i c L o a d i n g o r S C H E M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rstructures.pdf?sfvrsn=303da709_4d549-025e
SPECIFICATIONS: F o r I n f o r m a t i o n O n l y N o t f o r C o n s, i c r e i n f o r c e m e n t L e n g t h ( L ) v a r i e s B e a r i n g b e d r e i n f o r c e m e n t L e n g t h ( b ) r Steel, (Top 3 courses) concrete filled Hollow CMU, EL. F/EL. L EL. K EL. J EL. H EL. G EL. E EL. D EL, SEAT (ISOMETRIC VIEW) A A C e n t e r l i n e o f r o a d w a y w w block 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/d549-025e.pdf?sfvrsn=bd7c8bae_19600000.FHWA2
Re: StateSpecifications Office Section 960 Proposed S p e c i f i c a t i o n : 9 6 0 0 0 0 0 P o s, , please call me at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D S / d t A t t a c h ment cc, locations. (f)7. Geometry of grout and flexible filler outlets must facilitate access, i a m e t e r : ( a ) 1 . F o r p r e s t r e s s i n g b a r s , d u c t s h a l l h a v e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9600000.fhwa2.pdf?sfvrsn=abefcd8_0MFF_#5_S.R. 29 from C.R. 846 E to New Market Rd_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 5 S.R. 29 from C.R. 846 E to New Market Rd. C.R. 8 4 6 N e w M ark e t R d IMMOKALEE Immokalee Regional Airport COLLIER CO. 29 29 REGION Southwest Florida PROJECT LIMITS State Road (S.R.) 29 from County Road ( C . R . ) 8 4 6 E a s t t o N e w M a r k e t R o a d F U N D I N G $ 8 5 M i l l i o n CONSTRUCTION STA RT Spring 2027 PROJECT DESCRIPTION This project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-5_s-r-29-from-c-r-846-e-to-new-market-rd_21sep2023.pdf?sfvrsn=f14d9bd9_1520-010
.) Varies (4.75' Typ.) Varies 18"-Type E and F Curbs 7"-Type A Curb 6"- Type F Curb 9"-Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/520-010.pdf?sfvrsn=e1b39e4d_1455-102
SS Bars No. 6 CFRP Bars Pile Option. for CFRP Prestressed Section F-F; Not Required Bars cast, c e o r Gasket ƀ " ( f i n a l t h i c k n e s s ) ƅ " ( a p p l i e, ' - 6 " ( T y p . ) D D Build-up C-I-P Pile Prestressed Pile Top of F F 4 ' - 6 " ( C F R P B a r s ) 1 0 ' - 6 " ( S S B a r s ) 4 ' - 6 " ( C F R, S B a r s O n l y ) 4 ' - 6 " ( C F R P B a r s ) 4 ' - 0 " ( S S B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/455-102.pdf?sfvrsn=1eaa1cf5_1458-100
or minus Dimension A @ 70° F 5. Refer to Specification Section 458 for installation and fabrication, End (Varies) Skew Angle Left Side 9 0 ° 90° (Typ.) D i r e c t i o n o f S t, " ( M a x . ) " Chamfer (Typ.) 4 3 P a r a p e t o r P o s t T r a f f i c, = Joint � Expansion Anchor Stud (Typ.) P a r a p e t o r P o s t T r a f f i, i n . 2 1 (Typ.) " Chamfer 4 3 P a r a p e t o r P o s t T r a f f i c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/458-100.pdf?sfvrsn=f3e459b6_1FDOT-TRIP-TA-Flyer
information on how to apply? https://www. f d o t . g o v / p r o g r a m m a n a g e m e n t / l p / t r i p / d e f a u l t . s h t m O r h t t p s : / / w w w. f d o t . g o v / n w fl r o a d s / p, to apply? https://www. f d o t . g o v / p l a n n i n g / s y s t e m s / s y s t e m s - m a n a g e m e n t / t a p O r h t t p s : / / w w w. f d o t . g o v / n w fl r o a d s / p l a n n i n, a s e s t a b l i s h e d b y C o n g r e s s t o h e l p f u n d a v a r i e t y o f s m a l l - s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/nwflroads/fdot-trip-ta-flyer.pdf?sfvrsn=7b60c8b7_1510-001RedLines
1 0 / 6 / 2 0 2 2 1 1 : 2 0 : 1 0 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX NAVIGATION LIGHT SYSTEM DETAILS (FIXED BRIDGES) 11/01/17 2 2 510-001 Swivel Box Light Fixture D e c k B r i d g e o r P a r a p e t T r a f f i c R a i l i n g Chain Service Chain Service " Ø Min. Ƃ Access Fitting or Parapet Back of Traffic Railing required Bend if Swivel Box * Light Fixture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/510-001redlines.pdf?sfvrsn=f14beede_1FWD_12010_SR45_450726-1_7-2023
26.306 26.506 26.706 26.906 D e f l e c t i o n ( m i l s ) Milepost Falling, 26.906 D e f l e c t i o n ( m i l s ) Milepost Falling Weight Deflections - 9 Kip
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/fwd_12010_sr45_450726-1_7-2023.pdf?sfvrsn=dd5ea95f_12023-3IISUHPC_Zhang_72ppt
1200 1400 OC HPC HPCSF C h l o r i d e d i f f u s i o n c o e f f i c i, crack width 0 50 100 150 200 250 0 1 2 3 4 5 6 OC HPC HPCSF C h l o r i d e d i f f u s i o n c o e f f i c i e n t ( × 1 0 - 1 2 m 2 / s ) Crack width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/uhpc/2023-3iisuhpc_zhang_72ppt.pdf?sfvrsn=37c3306c_1Seaports Fast Facts - 2024
APRIL 2024 FLORIDA SEAPORTS FA S T FACTS Florida is home to 16 deepwater seaports new homeported cruise ships in 2023 at Florida seaports 20 PortMiami welcomed the largest cruise ship in the world in January 2024 Port Ta m p a B a y i s o n e o f t h e TO P 2 5 tonnage and dry bulk 19,397,755 total cruise passengers in Florida in FY 2023 Florida seaports received $400M, diverse Florida seaport and handles the most cargo by tonnage volume To p F u e l I m p o rters
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/seaport/pdfs/seaports-fast-facts---2024.pdf?sfvrsn=6e95875f_1700-013RedLines
1 0 / 3 / 2 0 2 3 3 : 0 1 : 2 0 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 1 " ( M a x . ) 1 ' - 0 " Base Plate Weldment ¡ Steel Sign Post & 2'-0" S i g n P a n e l H e i g h t 7 ' - 6 " ( M e a s u r e d a t e d g e o f a d j a c e n t T r a v e l W, OF TRAFFIC PARALLEL TO E d g e O f T r a v e l W a y ELEVATION E m b e d m e n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/errata/700-013redlines.pdf?sfvrsn=4c4f5ffb_1700-040RedLines
1 0 / 1 7 / 2 0 2 3 7 : 2 2 : 0 4 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX Initial Upright Position Final Upright Position at Base Plate by using Leveling Nuts before Truss installation Back Rake Top of Pipe 'F' Back Truss Chord 'F' Upright Pipe Truss Web Angles (Typ.) (See Sheet 2) Foundation Bottom of Plate (See Sheet 3) Upright-Truss Connection (See Sheet 5) Splice Connection (See Sheet 5) Truss
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/errata/700-040redlines.pdf?sfvrsn=5362bf0e_1700-013
5 / 9 / 2 0 2 4 7 : 3 3 : 0 6 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 1 " ( M a x . ) 1 ' - 0 " Base Plate Weldment ¡ Steel Sign Post & 2'-0" S i g n P a n e l H e i g h t 7 ' - 6 " ( M e a s u r e d a t e d g e o f a d j a c e n t T r a v e l W, OF TRAFFIC PARALLEL TO E d g e O f T r a v e l W a y ELEVATION E m b e d m e n t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/700-013.pdf?sfvrsn=2af845_2700-013RedLines
1 0 / 6 / 2 0 2 2 2 : 3 6 : 1 5 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX 1 " ( M a x . ) 1 ' - 0 " Base Plate Weldment ¡ Steel Sign Post & 2'-0" S i g n P a n e l H e i g h t 7 ' - 6 " ( M e a s u r e d a t e d g e o f a d j a c e n t T r a v e l W, OF TRAFFIC PARALLEL TO E d g e O f T r a v e l W a y ELEVATION E m b e d m e n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/700-013redlines.pdf?sfvrsn=838c35b2_1700-013
5 / 1 3 / 2 0 2 4 2 : 1 5 : 4 7 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX 1 " ( M a x . ) 1 ' - 0 " Base Plate Weldment ¡ Steel Sign Post & 2'-0" S i g n P a n e l H e i g h t 7 ' - 6 " ( M e a s u r e d a t e d g e o f a d j a c e n t T r a v e l W, OF TRAFFIC PARALLEL TO E d g e O f T r a v e l W a y ELEVATION E m b e d m e n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/700-013.pdf?sfvrsn=863ac05b_3