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MPO Planning Processes 11x17_05082025 (1)
4 YEAR PLAN UnifiedPl anning WorkProgram(UPWP) Cycl e Ti m e line (F Y2024/2025 -FY2025/2026) PRIOR CYCLE FY 2024 YEAR 1 FY 2025 YEAR 2 FY 2026 J A S O N D J F M A M J J A S O N D J F M A M, final UPWP and signs FDOT/MPO Agreement UnifiedPl anning WorkProgram(UPWP) Cycl e Ti m e line (F Y2024/2025 -FY2025/2026) PRIOR CYCLE FY 2024 YEAR 1 FY 2025 YEAR 2 FY 2026 J A S O N D J F M A M J J A S O N D J F M A M J Roll forward: de-obligated funds from the prior cycle are available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/resources/mpo-planning-processes-11x17_05082025-(1).pdf?sfvrsn=a4bc2a48_1PCSVD7A
2025 2026 2031 ITMSEG-F W_BMP W_EMP RW FY-F WKMX-F (PMRS) 15150000 3.894 5.878 L 1 8 CRACKING 7.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcsvd7a.pdf?sfvrsn=d985f527_145173415201-PLANS-02-SIGNINGMARKING 20251006
://tinyurl.com/9w48vw35 PROJECT LOCATION URL: F L O R I D A ' S T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . FT LAUDERDALE MIAMI 75 75, S - 6 7 S - 6 8 S - 6 9 S - 7 0 N 0 2 0 0 1 0 0 0 F e e t DATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26128/45173415201-plans-02-signingmarking-20251006.pdf?sfvrsn=f5ecc6bd_144893815201-PLANS-02-SIGNINGMARKING (1)
INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F L O R I D, E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . S-1 KEY, ADJACENT TO THE SEAL STATE OF � � � R E E N I G N E L A N O I S S E F O R P E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-02-signingmarking-(1).pdf?sfvrsn=e02ba960_1000-525
c r e t e P a v e m e n t O r F l e x i b l e P a v e m e n t 3 5 0 ' L = 1 0 0 ' ( S e e D E T A I L " A " , S h e e t 2 ) F l e x i b l e P a v e m e n t T h i c, T h i s A r e a F r o m E d g e O f S h o u l d e r P a v e m e n, ' L = 1 0 0 ' ( S e e D E T A I L " A " , S h e e t 2 ) F l e x i b l e P a v e m e n t T h i c k, p e B r e a k C o n c r e t e P a v e m e n t O r F l e x i b l e P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/000-525.pdf?sfvrsn=414fc74f_2PDE-EA-FONSI
ESTIMATE 20 06-Mar-26 02-Apr-26 19 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029 2030 ETDM PREPARE, 04-Sep-26 64 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029 2030 PH I (30%) UTILITY ERC REVIEW, PH 22: PHASE II - SECTION 4(f) - DOA PH 22: PHASE II - SECTION 4(f) - DOA 113 30-Apr-26 05-Oct-26
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/pde-ea-template.pdf?sfvrsn=8966d23a_13PDE-EIS-PDE-Template
REVIEW - PD&E ESTIMATE 20 06-Mar-26 02-Apr-26 19 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029, - INITIAL NRE 60 15-Jun-26 04-Sep-26 64 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029 2030 PH I (30, + tracked changes) 5 31-Aug-26 04-Sep-26 76 PH 22: PHASE II - SECTION 4(f) - DOA PH 22: PHASE II - SECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/pde-eis-pde-template.pdf?sfvrsn=36d4172f_9pde-eis-pde-template
REVIEW - PD&E ESTIMATE 20 06-Mar-26 02-Apr-26 19 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029, - INITIAL NRE 60 15-Jun-26 04-Sep-26 64 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029 2030 PH I (30, + tracked changes) 5 31-Aug-26 04-Sep-26 76 PH 22: PHASE II - SECTION 4(f) - DOA PH 22: PHASE II - SECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d3/pde-eis-pde-template.pdf?sfvrsn=bb53abd3_1pde-ea-template
ESTIMATE 20 06-Mar-26 02-Apr-26 19 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029 2030 ETDM PREPARE, 04-Sep-26 64 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029 2030 PH I (30%) UTILITY ERC REVIEW, PH 22: PHASE II - SECTION 4(f) - DOA PH 22: PHASE II - SECTION 4(f) - DOA 113 30-Apr-26 05-Oct-26
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d3/pde-ea-template.pdf?sfvrsn=94ad46d6_145356115201_PLANS_02_SIGNINGANDMARKING
S S E F O R P A D I R O L F (FEDERAL FUNDS) F L O R I D A ' S FT LAUDERDALE, LICENSE NUMBER SCALAR CONSULTING GROUP, LLC VENDOR NO.: 451909667 (813) 988-1199 T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . SIGNING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27113/45356115201_plans_02_signingandmarking.pdf?sfvrsn=776ae40f_1Exhibit 924-1 and 2
: T R E E P R O T E C T I O N B A R R I E R R O O T P R U N I N G L I N E C A N O P Y O F E X I S T I N G T R E E ( L I N E D E N O T E S D R I P L I N E O F T R E E ) T O R E M A I N E X, R I P T I O N N O . S H E E T S T A T E O F F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N R O A D N O . F I N A N C I A L P R O J E C T I D C O U N T Y 1 2 3 4 5 6 - 1 - 5 2 - 0 1 O R A N G E S R 9 1 6 / 3 0 / 2 0 2 3 C : \ W o r k s e t s \ F D O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/exhibit-924-1-and-2.pdf?sfvrsn=6fc52536_144965615201-PLANS-02-SIGNINGMARKING
MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F L, 25 CITY LAKE S : \ P r o j e c t s \ F D O T \ 4 4 9 6 5 6 1 5 2 0 1, L E U G A O L N A . C N A Y R R E E N I G N E L A N O I S S E F O R P A D I R O L F KEY SHEET OF EACH COMPONENT A DETAILED INDEX APPEARS ON THE LOCATION, S-1 KEY SHEET T H E O F F I C I A L R E C O R D O F T H I S S H E E T I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25132/44965615201-plans-02-signingmarking.pdf?sfvrsn=5c094505_12024June-Fri08-FRPReinforcedConcreteStructures
bridge application in 1988 Way Way Back: CFRP Prestressing Strand 6 • CFCC: F i rst USA bridge, . Structures Manual D. Design Standards E. Developmental Design Standards E. Standard Specifications F, & 8.7 msi), serviceability often controls the design. o Creep-rupture threshold is low (25% 30% f, is considered more susceptible than CFRP (70% f u ). 15 A. Reinfo rcing B ars Characteristics of FRP, ” (0.93 in 2 /ft). • Total Rebar: A f = 2.12 in 2 /ft 2 deck) → volume (AASHTO) = +38
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri08-frpreinforcedconcretestructures.pdf?sfvrsn=ad13fec0_120240507_207798-8_SR45_26030
8.200 R1 O 2.0 4.3 0.5 1.7 0.9 9.4 LR 2.5 B II M P 108.700 R1 O 1.5 1.5 0.5 1.2 0.5 5.2 LR 0.2 B IB L F, F 194.350 L1 O 1.5 1.5 0.5 0.3 1.0 4.8 LR 4.8 B II M P 204.810 L1 I 2.5 1.4 0.5 0.9 1.2 6.5 LR, M P 384.431 OR N 1.5 1.3 2.8 LR F 395.923 OR N 2.3 2.3 7.6 F 406.700 OR N 2.7 2.7 LR F Pavement, x t e n t 417.700 OR N 1.9 1.9 LR F 428.700 OR N 1.8 1.8 LR F 439.753 OR N 2.5 2.5 4.3 F 4410.700 OR N 2.4 2.4 LR F 4511.700 OR N 2.3 2.3 LR F 4612.934 OR N 1.4 2.9 4.3 LR F 474.350 OL N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20240507_207798-8_sr45_26030.pdf?sfvrsn=a4bddc39_1Brochure
f t r a n s p o r t a t i o n p l a n n i n g u s e d t o f o r e c a s t a n d a n a l y z e t r, i n e t h e a r e a ’ s t r a n s p o r t a t i o n n e e d s a n d t e s t f u t u r e p r o j e, t s t h a t s u p p o rt transportation decision-making WHAT IS A TRAV E L DEMAND MODEL? A s o f, t , a n d p l a n f o r f u t u r e t r a v e l n e e d s a n d m o d e s o f t h e t r a n s p o r t a t i o n s y s t e m f o r a s p e c i fi c r e g i o n . W H AT ARE THE CAPA B I L I T I E S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/promotional-materials/brochure.pdf?sfvrsn=19b58b13_144787415201-PLANS-03-SIGNAL
OF SIGNALIZATION PLANS PHILIP MENKE, P.E. FDOT PROJECT MANAGER: F L O R I D A ' S 2 / 2, NO. CONSTRUCTION NO. SHEET YEAR FISCAL T-1 24 CITY LAKE S : \ P r o j e c t s \ F D, H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44787415201-plans-03-signal.pdf?sfvrsn=95a1395a_120250205_210059-3_SR349_33030
SBRM 8" 5.4 B IB M F LT SPL, CORED 6" INSIDE WL, WIDENING 2 0.796 R1 I 1.5 1.5 2.5 5.5 SBRM 5.5 B II, to structural 188.202 R1 O 1.5 1.8 3.0 6.3 LR 2.0 B IB L F TRVCK, 3" BOTTOM UP CRK 198.500 R1 I 1.5 1.5 2.1 5.1 SBRM 5.5" 1.4 B IB L F LONG CRK 200.010 L1 N 1.4 1.5 3.1 6.0 SBRM 6.0 B II M P LONG CRK, LT SPL, 378.468 L1 I 1.3 1.6 1.8 4.7 SBRM F 380.100 OR N 2.0 2.0 RAP F 391.100 OR N 1.5 1.5 RAP 4.5" F 402.100 OR N 2.0 2.0 RAP F WL=White Line LT SPL=LIGHT SPALLING RAV=RAVELING LONG CRK=LONGITUDINAL CRACKING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/33/20250205_210059-3_sr349_33030.pdf?sfvrsn=92cbfa50_13460402-723FHWA
of 180°F and that the differential temperatures between the element core and surface do not exceed the maximum allowable temperature differential of 35°F. Submit the MCCP to the Engineer, temperature for each ambient temperature range at time of placement, in 10°F increments from 40°F and 99°F. 3460402 All Jobs Table 346-6 Maximum Allowable Concrete Placement Temperature Data Sheet Mix Design No. Maximum Allowable Concrete Placement Temperature (°F) Ambient Temperature at Time
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3460402-723fhwa5550ea3cf3f34a709fb5a230ca95c471.pdf?sfvrsn=4a3a03d_2RClearingConstructionSite
l o p e F r i c t i o n C o u r s e S u r f a c e C o u r s e A c t u a l L i m i t s o f B a s e B a s e REMOVAL OF EXCESS BASE MATERIAL NOTES: o f B a s e N e a t E d g e 2 . T h e r e i s n o a d d i t i o n a l p a y m e n t f o r r e m o v a l o f e x c e s s b a s e m a t e r i, : 4 S t d . G E N E R A L N O T E S A N D F L E X I B L E P A V E M E N T * * * * * G E N E R A L N O T E S : S Y M B O L S O I L C L A S S I F I C A T I O N ( A A S H T O M 1 4 5 ) C l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rclearingconstructionsite.pdf?sfvrsn=9e3d991d_1RClearingConstructionSite
o p e F r i c t i o n C o u r s e S u r f a c e C o u r s e A c t u a l L i m i t s o f B a s e B a s e REMOVAL OF EXCESS BASE MATERIAL NOTES: o f B a s e N e a t E d g e 2 . T h e r e i s n o a d d i t i o n a l p a y m e n t f o r r e m o v a l o f e x c e s s b a s e m a t e r i a l, : 4 S t d . G E N E R A L N O T E S A N D F L E X I B L E P A V E M E N T * * * * * G E N E R A L N O T E S : S Y M B O L S O I L C L A S S I F I C A T I O N ( A A S H T O M 1 4 5 ) C l a s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rclearingconstructionsite.pdf?sfvrsn=f16c3d80_1