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FL Transportation Trends and Conditions
2014 2032 2030 10M 11M N u m b e r o f V i s i t o r s ( m i l l i o n s, Target Bridge Pavement % o f S t a t e F a c i l i t i e s M e e t i n g F D O T S t a n d a r d s Bridge & Pavement Conditions Exceeding Standards Fatal, 2022 2023 2024 2050 T o t a l D V M T ( m i l l i o n m i l e s ) F a t a l i t i e s a n d S e r i o u s I n j u r i e s R e s u l t i n g f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/trends---conditions-folder/fl-transportation-trends-and-conditions.pdf?sfvrsn=8a11e1c6_82025 WP Project Summary_D6_v8
Summary of Projects 1 – A s o f O c t o b e r 9 , 2 0 2 5 D i s t r i c t 6 O v e r v i e w F l o r i d a ’ s T u r n p i k e E n t e r p r i s e c o n t i n u e s t o i n v e s t s i g n i f i c a n t f u n d i n g f o r transportation infrastructure in FDOT District Six. Since 2013, nearly $2.4, o f O c t o b e r 9 , 2 0 2 5 D i s t r i c t 6 P r o j e c t C a tegory Facility Location, investments in FDOT District Six. In FY 2027 through F Y 2 031, over $297 million in Enterprise funding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2025-wp-project-summary_d6_v8.pdf?sfvrsn=dee65772_1ORD1012-DrainageDesignAnd3DModelingwPlansDevelopment
DESIGN 3 State of Florida Department of Tr a n s p o r t a t i o n F D O T C o n n e c t f o r, OFFICE TA L L A H A S S E E , F L O R I D A h t t p : / / w w w. f d o t . g o v / c a d d, a n d e d i t d r a i n a g e p r o p e r t i e s • C r e a t i n g a c u s t o m d r a i n a g e f, • To o l s t o r e v i e w a n d e v a l u a t e h y d r a u l i c p e r f o r m a n c e • P r o d u c, S u m m a r y o f D r a i n a g e r e p o r t ( d r a i n a g e q u a n t i t i e s ) • E d i t i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/ord-c/ord1012-drainagedesignand3dmodelingwplansdevelopment.pdf?sfvrsn=948abf84_1649-010FHWAApprovedPkg2
.) Spaced @ #5 Tie Bars 1' x 1" Chamfer ' B F ' 1 " Equally Spaced #11 Bars (Typ.) Double, ELEVATION PLAN ( T o p ) (Typ.) Shaft Diameter S h a f t L e n g t h FOUNDATION, '-0" (Max.) Spaced @ #5 Tie Bars 1' x 1" Chamfer ' B F ' 1 " Equally Spaced #11 Bars (Typ, 11/01/23 'DB' FOUNDATION ELEVATION PLAN ( T o p ) (Typ.) Shaft Diameter S h a f t L e n, Wall Thickness (Wall Thk. +Ɗ") SECTION A-A SECTION B-B A P P R O V E D D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/649-010fhwaapprovedpkg2.pdf?sfvrsn=ae8b9d05_1649-020FHWAApprovedPkg2
r ( T o p ) A n c h o r B o l t S h a f t L e n g t h Anchor Bolt, t (See Shaft Design Table) (See Shaft Design Table) ( S e e S h a f t D e s i g n, 4 " C o v e r ( T o p ) A n c h o r B o l t S h a f t L e n g t h, S h a f t D e s i g n T a b l e ) ( S e e N o t e 1 ) ) . n i M ( p, R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/649-020fhwaapprovedpkg2.pdf?sfvrsn=b0c87ea0_1425-020
and Reinforcing Details 7. Use only round concrete support posts. gutter Type E and Type F. 6, .) 2'-0" Manhole Cover (Typ.) S a m e f o r 4 ' - 0 " D i a . S a m e f o r 4, DIMENSIONAL DETAILS TRANSVERSE REINFORCING DETAILS INLET SECTION WITH TYPE F CURB AND GUTTER INLET SECTION WITH TYPE E CURB AND GUTTER INLET SECTION WITH TYPE F CURB AND GUTTER INLET SECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-020.pdf?sfvrsn=cc28e23a_1515-052
single bolt option, Grade 36 a. Hex Head Bolts: ASTM A 307 F. Galvanized Steel Fasteners: coated, Of Landing cheekwall Bottom of (Typ.) R 6" 6 ' - 0 " M a x . f o r o n e r u n o f s t e p s 3 ' - 6 " Bottom Landing 6'-0" Min. 1'-0" ( T y p . ) R 9, .) Posts F F Rail or Handrail (Top Rail at Expansion Joint Shown) ROUND RAILS - TOP RAIL, DETAIL (Bottom Side Shown) INTERMEDIATE OR BOTTOM RAIL - VIEW F-F Ɓ Hole ƀ" Ø Venting (Typ.) ƀ" Ø
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/515-052.pdf?sfvrsn=f3208840_111-Contractor Past Performance Rating CPPR 2023_NEW
Contractor Past Pe r f o r mance Rating (C P P R) 2023 1 Why C P P R S y s t e m ➢ More, is the Key CPPR O u t c o m e s ➢ Scores that truly depict Pe r f o r m ance ➢ Clearer divisions between C o n t r actors based on performance rather than perception. 5 Quiz/Re f r e sher 1. A Key, Impacts EXAMPLES Quiz/Re f r e s h e r 1. There are _______ categories in the C ontractors Past Pe r, )? Nine cannot Yes 2. T or F A DRB can review CPPR issues. 23 Category 3: S u b m i t t a l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/11-contractor-past-performance-rating-cppr-2023_new.pdf?sfvrsn=684f2f89_1SPI-400-510
- 20 F 150 DL=290+1.75(150-LL) 0 - 5 1.0 110 120 DL=139+1.75(120-LL) 0 - 30 G 145 DL=230+1.75, Reaction = 109 kips Coefficient of Thermal Expansion = 0.000006/°F Thermal Gradient = 70°F Creep and Shrinkage at the Bottom of Beam (from day 120 to day 240) = 0.28" Shear Deflection = (0.000006/°F x 0.65 x 70°F x 99.67'/2 x 12"/') + 0.280"/2 = 0.30" Beam Grade = 2.0% Bearing Pad Skew Angle = 15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-510.pdf?sfvrsn=5cb796e4_120210629_441977-1_SR 78_05010
Y 0.9 1.8 1.4 4.1 12.0 4.1 C II L F SR 78 4 6.753 SS L1 Y 1.0 2.9 0.6 0.6 0.8 0.8 6.7 11.2 6.7 C III S P SR 78 - Bottom broke off 5 6.753 SS LLTL Y 1.3 3.0 0.9 1.9 7.1 10.1 5.5 C II L F SR 78, 14.0 F SR 78 - Western Drive 12 6.761 SS R1 Y 0.7 1.8 3.0 5.5 7.3 5.5 C III M F SR 78 - Western, 0.34 0.34 0.34 0.30 0.34 0.30 0.25 0.18 0.20 0.18 0.08 Notes: Pavement Condition G - Good F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/05/20210629_441977-1_sr-78_05010.pdf?sfvrsn=d209c171_1SPI-400-510e
- 20 F 150 DL=290+1.75(150-LL) 0 - 5 1.0 110 120 DL=139+1.75(120-LL) 0 - 30 G 145 DL=230+1.75, Reaction = 109 kips Coefficient of Thermal Expansion = 0.000006/°F Thermal Gradient = 70°F Creep and Shrinkage at the Bottom of Beam (from day 120 to day 240) = 0.28" Shear Deflection = (0.000006/°F x 0.65 x 70°F x 99.67'/2 x 12"/') + 0.280"/2 = 0.30" Beam Grade = 2.0% Bearing Pad Skew Angle = 15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-510e.pdf?sfvrsn=19590452_1FDOT_D4_AlternativesWorkshop_FINAL_InPerson_1172024
A u d i F T . L a u d e r d a l e NE 12 St SR 838/Sunrise Blvd The Link Hotel, Analysis Draft Environmental Reports Draft Engineering Reports Section 4(f). Public Hearing Final, Multilane 3-Leg Roundabout with EB Left Turn Compressed F lyover/Overpass (overheadvert ica lseparat, At-Grade T with EB Left Turn Compressed F lyover/Overpass (overheadvert ica lseparat ion, * EBT B 14.4 785 D 31 801 E 44 799 EBL F 90.9 1096 C 22 1109 C 25 1109 WBT E 63.4 856 F 192 426 F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/us1gatewaypde/fdot_d4_alternativesworkshop_final_inperson_1172024.pdf?sfvrsn=8197d462_1700-011
Stub F o u n d a t i o n D e p t h Class II Concrete 1 " 1" 2" 3 " " Bolt, n g t h " 16 11 � Base Bolt (See Table Sheet 1) Base Plate Thickness F i n i s h e, AND FOUNDATION DETAIL D i r e c t i o n o f T r a f f i c BOLT KEEPER PLATE DETAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/700-011.pdf?sfvrsn=e403d69a_2700-011e
Grade 4 " M a x . ( S e e T a b l e S h e e t 1 ) Column Stub F o u n d, 11 � Base Bolt (See Table Sheet 1) Base Plate Thickness F i n i s h e d G r a d e, D i r e c t i o n o f T r a f f i c BOLT KEEPER PLATE DETAIL 2 Required Per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/700-011e.pdf?sfvrsn=94d96e51_2521-002IntReviewPkg
PROTECTION BARRIER 11/01/17 G A orB A orB F E G F E Barrier (PPB) Pier Protection other, PROTECTION BARRIER 11/01/24 G A orB A orB F E G F E Barrier (PPB) Pier Protection other, R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-002intreviewpkg.pdf?sfvrsn=b9d4efc0_1FDOT One Way Pairs
f'..... f'..... t I-- V) llJ J STA. 775+ 4/. 00 POLE NO. / 7 CKT. SR 600 EXIST. P/ W 8, CD f'..... f'..... EXIST. R/W \ 0 cL i3 co 1;' Q C> oJ a a 13 Vi i c: c- oJ 4, ; a SHE E T " NO. L-/ 4 t: f-- U) Lu l h C c STA. 795+ 39. 00 POLE NO. 38 CKT. DATE, SR 600 POLK 97593-/- 52- 0/ cr( JmireZ 4/? J/? OO7 30806 V97593i520,l\ J f ghtlfl() Wanl fiG, , c.. 0> C) 15 u c, iJ 1; j CJ h L-/ 7 DATE C) CD t- e-: V) lu U f: J Q: CXI5T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25125/fdot-one-way-pairs.pdf?sfvrsn=6e7a680f_1521-660IntReviewPkg
a i l i n g B i c y c l e P e d e s t r i a n / T r a f f i c o r, 4 F 4 & 4 F 5 B a r s 4 F 1 , 4 F 2 & 4 F 3 (See Note a) Bars 4F3 PER LIGHT, a r s 4 F 6 , 4 F 7 & 4 F 8 [4 for Option 3] (6) 8 Reverse Breakout Additional Nut, C u r b R a i l i n g B i c y c l e P e d e s t r i a n / T r a f f i c o r 12~5G @ 6" (Top & Bottom) " 2 1 1 " 1 6 7 6 See Detail "A" (pairs) Bars
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-660intreviewpkg.pdf?sfvrsn=a009eff5_2521-660IndReviewPkg2
a i l i n g B i c y c l e P e d e s t r i a n / T r a f f i c o r, 4 F 4 & 4 F 5 B a r s 4 F 1 , 4 F 2 & 4 F 3 (See Note a) Bars 4F3 PER LIGHT, a r s 4 F 6 , 4 F 7 & 4 F 8 [4 for Option 3] (6) 8 Reverse Breakout Additional Nut, C u r b R a i l i n g B i c y c l e P e d e s t r i a n / T r a f f i c o r 12~5G @ 6" (Top & Bottom) " 2 1 1 " 1 6 7 6 See Detail "A" (pairs) Bars
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-660indreviewpkg2.pdf?sfvrsn=551f2908_1521-002IndReviewPkg
11/01/17 G A orB A orB F E G F E Barrier (PPB) Pier Protection other Shapes Similar, BARRIER 11/01/24 G A orB A orB F E G F E Barrier (PPB) Pier Protection other Shapes, are schematic only, showing example layouts for Pier Protection Barrier (PPB) footings and D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-002indreviewpkg.pdf?sfvrsn=9182c722_1521-660IndReviewPkg2
g B i c y c l e P e d e s t r i a n / T r a f f i c o r 12~5G @ 6" (Top, Notes 4 & 5) Anchor Bolts (See 1'-1ƀ" Ø bolt hole circle (3'-6") 4'-2" B a r s 4 F 4 & 4 F 5 B a r s 4 F 1 , 4 F 2 & 4 F 3 (See Note a) Bars 4F3 PER LIGHT POLE PEDESTAL, (The Reinforcing Steel quantity shown in parenthesis is for a Pedestal Bars 4F6 9 ƀ " B a r s 4 F 6 , 4 F 7 & 4 F 8 [4 for Option 3] (6) 8 Reverse Breakout Additional Nut for e. All bar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-660indreviewpkg2ca0f1b32-72e2-4ea6-b602-70fadf056f63.pdf?sfvrsn=e3006cc6_1