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FDOT AAM Implementation and Outreach Plan Executive Summary - Sept 2023 Final
1: MASTER IMPLEMENTAT I O N T I M E L I N E F R O M W O R K I N G G R O U P R E P O RT Designate, guidance Publish electrifcation guidance Review and update F. S . C h . 3 3 3 Conduct review, t 2023 I n f r a s t r u c t u r e a n d Z o n i n g S y s t e m P l a n n i n g a n d A c c e s s A i r s p a c e a n d S a f e t y J F M A M J J A S O N D J F M A M J J A S O N D S O N D 2024 2025 Legislative Regulatory Advisory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/aviation/pdfs/fdot-aam-implementation-and-outreach-plan-executive-summary---sept-2023-final.pdf?sfvrsn=82a69a9e_120220721_443912-1_SR-5_87030
18.127 N R1 Y 2.00 1.50 1.75 2.25 1.50 1.50 10.50 18.0 6.0 F O 1.60 2 18.371 N L2 Y 1.25 1.00 2.50 2.00 1.25 1.50 9.50 9.0 12.0 F O 1.20 3 18.519 N R1 Y 1.25 1.00 1.75 1.25 2.00 7.25 9.0 12.0 F O .70 4 18.712 N L1 Y 1.50 2.25 1.75 2.25 1.25 1.50 10.50 18.0 6.0 F O .90 5 18.865 N R2 Y 1.50 1.75 1.50 1.50 1.75 2.00 10.00 18.0 6.0 F O .90 6 18.983 N L1 Y 1.00 1.00 2.25 2.00 2.00 1.50 9.75 9.0 12.0 F O .75 7 19.178 N OT Y 1.37 2.50 1.62 1.37 1.37 1.00 9.23 6.0 12.0 F O .80 IN TURNLANE DUE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20220721_443912-1_sr-5_87030fa1631a4-a0bf-41bd-9272-f5285de40bdf.pdf?sfvrsn=941e6b75_120230801_210085-3_SR51_30050
1.7 0.5 0.7 1.2 0.8 5.0 LR F 2 0.615 R1 I 0.8 1.0 0.5 0.5 2.8 LR F 3 1.142 R1 O 1.0 2.0 0.3 0.5 3.8 LR=9.2 F 4 0.250 L1 O 1.5 0.6 0.9 0.7 0.5 4.2 LR=6.0 4.2S IB L F 5 0.750 L1 N 1.3 0.9 0.5 0.5 0.7 3.9 LR 0.7S IB L F 6 1.500 L1 O 1.6 1.6 3.2 LR F 7 0.100 OR N 1.7 1.7 LR=3.7 G 8 1.142 OR N 1.8, I C K N E S S O F A S P H A L T O V E R S L A B ( i n c h e s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/30/20230801_210085-3_sr51_30050.pdf?sfvrsn=9d443189_1400-510
Steel Plates 6 ~ 10 gage TYPICAL SECTION TYPE F, G & AB PAD TYPICAL SECTION TYPE D, E & AA PAD TYPE BEAM T Y P E I I A A S H T O F L O R I D A I - B E A M Pad. ** Offset, this sheet with the appropriate type Bearing F I B ' s T Y P E I I 2 " F I B ' s T Y P, and/or AB Bearing Pads. 3. See Bearing Pad Data Table in Structures Plans for quantities of Type D, E, F, in Type D, E, F & AA bearing pads shall have a shear modulus (G) of (G=150psi) K (G=150psi) J (G
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/400-510.pdf?sfvrsn=3c5ed075_1102-200
p e c i f i c a t i o n s S e c t i o n 1 0 2 - 6 . L S . T u r n o v e r B r i d g e T h r i e, d e r t h e P a y I t e m S p e c i a l D e t o u r , F u r n i s h a n d i n s t a l l B r i d g, a r y G u a r d r a i l , L F . r e s p o n s i b l e f o r r e n t i n g o r p u r c h a s i n g t h e i r o w n s y s t e m . P a y m e n t f o r T e m p o r a r y G u a r d r a i l I f a t e m p o, C o n t r a c t o r i s T e m p o r a r y D e t o u r B r i d g e i s t o b e p a i d f o r u n d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-200.pdf?sfvrsn=5b6e5b5_120231020_452889-1_SR 597_08610
D I T I O N COMMENTS 1 1.245 ML R1 N 0.7 1.5 1.3 3.5 15.0 3.5 B II M F 2 1.251 S OR N 1.0 1.5 1.5 4.0 13.5 F 3 1.561 ML R1 N 0.7 1.5 1.6 0.5 4.3 11.5 4.3 B III S P 4 1.564 S OR N 0.9 1.4 1.6 3.9 6.0 12.0 2.4 B II M F 5 1.980 ML R1 N 0.7 1.3 1.7 0.7 4.4 11.0 4.4 B II M F 6 2.240 ML R1 N, C III S P 10 2.589 ML L1 N 0.6 1.9 2.6 0.4 5.5 13.0 5.5 B II M F 11 2.353 ML L1 Y 0.7 1.3 2.4 0.5 4.9 15.0 4.9 B II M F 12 2.094 ML L1 Y 0.7 1.0 2.5 0.6 4.8 15.0 3.7 B II S P 13 1.680 ML L1 Y 0.8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20231020_452889-1_sr-597_08610.pdf?sfvrsn=644d82b1_1SunTrail_Fact_Sheet_435619-1_TimucuanTrail_FSP-connection-Little-Big Talbot_ADA
Timucuan Tr a i l S U N Tr a i l F u n d i n g F a c t S h e e t For over 20 years local, state, and federal government and nonprofit partners have been working to develop the Timucuan Trail, across the state. See: floridabirdingtrail.com/ To v i s i t t h e t r a i l o r f o r m o r e i n f o r m a t i o n , p l e a s e c o n t a c t C i t y o f J a c k s o n v i l l e – P a r k s a n d, a i l . c o m F l o r i d a D e p a r t m e n t o f Tr a n s p o r t a t i o n S h a r e d - U s e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/fact-sheets/suntrail_fact_sheet_435619-1_timucuantrail_fsp-connection-little-big-talbot_ada.pdf?sfvrsn=54e38413_120240313_443926-1_SR-934_87080
3.733 N TL Y 1.00 1.10 .90 1.30 1.50 4.00 9.80 12.0 12.0 F .20 O 2.00 SG:LT BROWN SAND W/LR 2 3.797 N R1 Y .90 1.20 1.60 3.70 F .20 O .70 CUT ON APPROACH SLAB 3 3.845 N L2 Y .90 1.60 1.30 1.00 1.90 6.70 12.0 12.0 F .20 O 2.00 SG:LT BROWN FINE TO MED 4 3.969 N R2 Y 1.20 1.30 1.20 .60 4.30 12.0 12.0 F .20 O 4.40 SG:LT BROWN FINE TO MED 5 4.016 N L1 Y .70 .80 1.10 1.30 3.90 12.0 12.0 F .20 O 2.10 SG:LT BROWN FINE TO MED 6 4.096 N R1 Y 1.00 1.10 .80 1.50 4.40 12.0 12.0 F .20 O 2.10 SG:LT BROWN SAND
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20240313_443926-1_sr-934_87080.pdf?sfvrsn=70737bac_120240617_448415-1_SR-5_93020
1.00 2.80 3.80 12.0 F .06 C-1 (BASE IS ABC) 2 2.176 N L1 Y 1.00 2.50 3.50 12.0 F .25 C-2 (BASE IS ABC) 3 2.026 N R1 Y 1.00 2.30 3.30 12.0 12.0 F .03 C-3 4 1.869 N L2 Y 1.00 2.00 3.00 12.0 F .25 C-4, 4.80 12.0 F .13 C-6 (BASE IS ABC) 7 1.397 N R2 Y 1.00 2.80 3.80 12.0 F .13 C-7 (BASE IS ABC) 8 1.325 N L2 Y 1.00 4.00 5.00 12.0 F .25 C-8 (BASE IS ABC) .000 06/20/24 FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20240617_448415-1_sr-5_93020.pdf?sfvrsn=f657d8c_1Final Public Meeting Flyer
Boulevard 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 O f f i c e o f D e s i, d F o r t L a u d e r d a l e , F l o r i d a 3 3 3 0 9 Community feedback is at the core of all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/us1gatewaypde/final-public-meeting-flyer.pdf?sfvrsn=e0e120c9_1Exhibit 906-1
k s e t s \ F D O T \ 1 2 3 4 5 6 1 5 2 0 1 \ S t r u c t u r e 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 . N, 37.24* / 32.88 DISCHARGE (cfs) UNKNOWN 1915 2204 2964 AVERAGE VELOCITY (f/s) UNKNOWN 1.52* / 2.64 1.59
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-906-1.pdf?sfvrsn=72109d74_1Exhibit 910-4
K U L 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 STATE, S S E F O R P A D I R O L F SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION SHEET, R U T R A T C E T I H C R A E P A C S D N A L A D I R O L F 2022.07.14, / 7 / 2 0 2 4 C : \ C A D D _ D o c s \ F D M \ F D M _ 9 0 0 _ E x h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-910-4.pdf?sfvrsn=e0236584_1Exhibit 913-13
4 C : \ W o r k s e t s \ F D O T \ 1 2 3 4 5 6 7 8 9 0 1 \ R o a d w a y \ F D M _ 9 0 0 _ E x h i b i t _ M a s t e r . d g n 1 : 4, , INC. 99991 LICENSE NUMBER: LUKE S. WALKER, P.E. 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, 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD TYPICAL SECTION DETAILS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-13.pdf?sfvrsn=d556df2f_1Exhibit 917-1
- 2 0 9 S W M F # 2 A A B B C D C D 1 5 ' M A I N T E N A N C E B E, : \ W o r k s e t s \ F D O T \ F D M 9 1 7 E x h i b i t 2 \ d r, STRUCTURE DETAIL S-108 20 Feet 0 5 F E N C E F E N C E F E N C E F E N C E P-108
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-917-1.pdf?sfvrsn=29c061e9_1Redlines Exhibit 910-4
K U L 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 STATE, S S E F O R P A D I R O L F SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION SHEET, R U T R A T C E T I H C R A E P A C S D N A L A D I R O L F 2022.07.14, / 7 / 2 0 2 4 C : \ C A D D _ D o c s \ F D M \ F D M _ 9 0 0 _ E x h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-910-4.pdf?sfvrsn=6a2caede_1Redlines Exhibit 913-13
4 C : \ W o r k s e t s \ F D O T \ 1 2 3 4 5 6 7 8 9 0 1 \ R o a d w a y \ F D M _ 9 0 0 _ E x h i b i t _ M a s t e r . d g n 1 : 4, , INC. 99991 LICENSE NUMBER: LUKE S. WALKER, P.E. 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, 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD TYPICAL SECTION DETAILS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-13.pdf?sfvrsn=89dcf630_120240808_449816-1_SR-818_86015
4.223 N L3 Y 1.00 2.50 3.50 12.0 12.0 F .13 2.80 C-2 3 4.505 N L1 Y 1.00 2.50 3.50 12.0 12.0 1.00 C IB L P .06 1.40 C-3 4 4.770 N R1 Y 1.00 2.50 3.50 12.0 12.0 F .06 1.40 C-4 5 5.091 N R3 Y 1.00 4.00 5.00 12.0 12.0 F .25 2.40 C-5 6 5.358 N R1 Y 1.00 3.00 4.00 12.0 12.0 F .13 2.10 C-6 7 5.642 N L3 Y 1.00 2.50 3.50 12.0 12.0 F .13 3.50 C-7 8 5.892 N L1 Y 1.00 2.80 3.80 12.0 12.0 F .06 3.10 C-8 9 4.766 N OR N 1.00 2.80 3.80 12.0 12.0 F .03 1.70 SC-1 10 5.892 N OL N 1.00 4.00 5.00 12.0 12.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20240808_449816-1_sr-818_86015.pdf?sfvrsn=cc1b08bb_120240807_446373-1_SR-882_93016
1 8.170 N R1 Y .70 .80 1.20 1.20 3.90 9.5 10.5 3.90 C III L F .13 O 4.00 LIGHT COMB. CRACKING AN 2 8.180 N L1 Y .60 1.30 1.50 3.90 7.30 12.0 15.5 4.10 C II L F .25 O 1.30 LIGHT COMB. CRACKING AN 3 8.637 N R2 N .80 1.00 3.10 4.90 10.0 20.0 4.90 C III L F .13 O 4.60 LIGHT COMB. CRACKING AN 4 8.770 N L1 Y .70 .70 3.80 5.20 4.8 23.0 5.20 C III L F .13 O 3.00 LIGHT COMB. CRACKING TH 5 8.875 N TL Y .90 .70 4.60 6.20 8.3 6.0 6.20 C III L F .06 O 2.40 LIGHT COMB. CRACKING TH 6 9.118 N R1 Y .80 .80
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20240807_446373-1_sr-882_93016.pdf?sfvrsn=9f1c443_120240731_209451-6_SR111_72291
II M P 8 11.083 OR N 2.6 1.4 - - - 1.2 - 5.2 LR - - - - F 9 11.720 OR N 2.4 1.0 - 1.3 1.6 - - 6.3LR, 11.8" - - - - F 1811.820 OL N 1.6 0.5 - 1.1 - - 1.5 4.7 LR 4.7S II L F 1911.506 LTO N 1.1 - - 0.8 0.8 - - 2.7 LR 2.7B II L F 2011.270 CTL N 1.7 1.7 - 1.1 1.3 - - 5.8 LR - - - - F 2111.344 RTO N 1.6 1.8 - - - - - 3.4 LR - - - - F 2210.992 LTO N 1.9 - - - - - 1.4 3.3 LR - - - - F 2311.616 CTL N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20240731_209451-6_sr111_72291.pdf?sfvrsn=afa2ff91_1Exhibit 913-2
t s \ F D O T \ 1 2 3 4 5 6 7 8 9 0 1 \ R o a d w a y \ F D M _ 9, : LUKE S. WALKER, P.E. 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, , F . A . C . ENGINEER OF RECORD TYPICAL SECTION 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-2.pdf?sfvrsn=ae931178_3