9038 search results for f
000-510
Superelevation Normal Crown Full Superelevation 0.8 L 0.2 L Tangent Curve P C O r P T O f C, ¡ P a v e m e n t T o S u p e r e l e v a t i o n S l o p e L � ( V a r i e s , 1 0 0 ' M i n . ) F, a l P a v e m e n t S l o p e F u l l S u p e r e l e v a t i o n 0 . 8 L � 0 . 2 L � T a n g e n t C u r v e P C O r P T O f C u r v e d 1 1 T a n g e n t d C u r v e 0 . 8 L � N o r m a l P a v e m e n t S l o p e F u l l S u p e r e l e v a t i o n M e d i a n 0 . 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/000-510.pdf?sfvrsn=a88f4d99_120231030_451272-1_SR 45_03010
N D I T I O N COMMENTS 1 0.006 ML R1 N 1.0 1.8 2.8 12.2 F 3 0.028 ML R2 Y 1.0 3.4 4.4 11.4 F 4 0.047 ML L3 Y 1.0 3.2 1.3 5.5 12.5 F 5 0.053 ML R3 Y 1.0 2.6 3.6 13.9 P 7 0.103 ML L2 Y 1.2, B III M P 11 0.146 ML L1 Y 0.8 2.8 3.6 13.9 2.5 B II M F 13 0.164 ML L2 Y 3.7 3.7 10.8 P Patch 16 0.218 ML L3 Y 0.6 2.9 3.5 13.0 2.6 A II L F 18 0.235 ML R3 Y 1.0 2.8 3.8 14.2 F 20 0.263 ML L3 Y, Y 0.7 2.8 3.5 18.5 1.4 B III M F 23 0.324 ML R1 Y 0.8 3.3 4.1 13.9 2.7 A III M P 26 0.363 ML L1 Y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20231030_451272-1_sr-45_03010.pdf?sfvrsn=eed71ec4_1000-510
Superelevation Normal Crown Full Superelevation 0.8 L 0.2 L Tangent Curve P C O r P T O f C, ¡ P a v e m e n t T o S u p e r e l e v a t i o n S l o p e L � ( V a r i e s , 1 0 0 ' M i n . ) F, a l P a v e m e n t S l o p e F u l l S u p e r e l e v a t i o n 0 . 8 L � 0 . 2 L � T a n g e n t C u r v e P C O r P T O f C u r v e d 1 1 T a n g e n t d C u r v e 0 . 8 L � N o r m a l P a v e m e n t S l o p e F u l l S u p e r e l e v a t i o n M e d i a n 0 . 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/000-510.pdf?sfvrsn=616aefc4_244653515201-PLANS-03-SIGNALIZATION
FDOT PROJECT MANAGER: F L O R I D A ' S FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST, 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, OF � � � No 85766 E S N E C I L A D I R O L F A L L I N O B Z E U G I R D O R . S I M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44653515201-plans-03-signalization.pdf?sfvrsn=7e08c776_1415-010FHWAApprovedPkg
A R B E N D I N G D E T A I L S ( F R P ) D i a m e t e r O u t s i d e C o r e S p i r a l T o p a n d B o t t o m o f c o l u m n s B = O v e r a l l H e i g h t C = P i t c h R = C B D R = C B C i r c l e l a f H B A B C C B D C B Ø B N D C C B C B D N Ø Ø Ø R = C R A C = B C B N o . o f L a p s = N B 1 ' - 4 " 1 ' - 2 " 1 ' - 0 " 1 0 " 8, Y P E 3 9 B A R S ) S p i r a l s = 1 . 5 t u r n s f o r F R P R e i n f o r c i n g . I n c l u
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/415-010fhwaapprovedpkg.pdf?sfvrsn=8e8edb2b_144965615201-PLANS-05-LIGHTING
DESCRIPTION SHEET NO. INDEX OF LIGHTING PLANS JEFFREY MEDNICK FDOT PROJECT MANAGER: F L O R I D, : \ P r o j e c t s \ F D O T \ 4 4 9 6 5 6 1 5 2 0 1 \ L i g h t, I S S E F O R P A D I R O L F L-4 LIGHTING PLAN L-3 LIGHTING DATA TABLE AND LEGEND L-2 GENERAL NOTES L-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 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25132/44965615201-plans-05-lighting.pdf?sfvrsn=2dd8d832_1freight
f a c e T r a d e : T r u c k a nd Rail, F r e i g h t T r a nsport: Air and Water, on SIS as of 2011......................................... 3 F i g u r e 2 – Florida Originating Freight Shipments by Mode .......................................................... 4 F i g u r e 3, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 F i g u r e 4 – Weight Based Percent of Originating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/trends/tc-report/freight_d6ecc559-ec20-4e54-83a8-a789481ee9e5.pdf?sfvrsn=247e51e9_044787715201-PLANS-02-SIGNING
PROJECT LOCATION 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, 5 - 2 3 . 0 0 4 , F . A . C . 1 2 / 1 5 / 2 0 2 2 4 : 2 7 : 4 4 P, a l \ O f f i c e s \ O r l a n d o \ P r o j e c t s \ _ C o n n e c t \ W O R K S E T S \ F D O T \ 4 4 7 8 7 7 1 5 2 0 1 \ s i g n i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44787715201-plans-02-signing.pdf?sfvrsn=9be55a47_141934412201-CE2-D4-PDSR_ELECTRONIC_COPY_FINAL_PART_II-2011-0824
F F U U N N D D E E R R S S T T A A N N D D I I N N G G BY AND BETWEEN, , 419344-2-22-01 & 419348-2-22-01/419348-1-22-01) (ETDM # 7153, 7151) 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 S T A T E OF F, N P I K E BEELINE EXPRESSWAY F L O R I D A S BARTOW KEY WEST CHIPLEY DELAND LAKE, A I L I N G $ D A T E $ $ T I M E $ $ F I L E $ R O A D N O . C O U N T Y D E S C R I P T I O N D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/project-sr710-documents/41934412201-ce2-d4-pdsr_electronic_copy_final_part_ii-2011-0824.pdf?sfvrsn=691c97ef_120250514_452910-1_SR 15-600 (US-17-92)_75030
(in) Type Class Extent 1 7.214 9.5 R3 X 0.6 - - 0.9 - - 1.2 1.3 4.0 - - - - B Br I L F Branch Cracking (RWP) 2 7.544 3.0 R3 X 1.0 - - 1.5 - - 1.1 2.0 5.6 LR 8.4 2.1 Br I L F Branch Cracking (LWP) 3, R3 X 0.7 - - 1.2 - - 1.5 1.3 4.7 LR 8.9 B SL I M F Single Longitudinal Cracking (RWP) 6 8.586 3.5 OR - - - - 0.4 - - 2.3 - - - - 2.7 SAHM 2.9 B ST I M F Single Transverse Cracking / Coquina Shell, - - - - 0.4 - - 2.4 - - - - 2.8 SAHM 5.5 B ST I M F Single Transverse Cracking and Some Turf Build
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20250514_452910-1_sr-15-600-(us-17-92)_75030.pdf?sfvrsn=8500c39e_1SunTrail_RequestForFunding_Evaluation-Criteria_Fillable_as-of-2023
of the above Project complies with the SUN Trail network (Section 339.81, F. S . ) , N u m b e r 5 5 . 0 3 8 , a n d F D O T Work Program Instructions Complete REQUEST FOR FUNDING (RFF) received, to destinations Project includes lands identified by the Florida Wildlife Corridor Act (Section 259.1055, F. S . ) C o n n e c t s p u b l i c l a n d s C o n n e c t s t o a F l o r i d a S c e n i c H i g h w a y W i t h i n a F l o r i d a Trail To w n , a s d e s i g n a t e d b y D E P P u b l i c / p r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/guidance/suntrail_requestforfunding_evaluation-criteria_fillable_as-of-2023.pdf?sfvrsn=b7c5037f_1FDOT-CO_SunTrail_Statewide_Eval_Criteria2023_Fillable_Form_ADA
(Section 339.81, F. S . ) , N u m b e r 5 5 . 0 3 8 , a n d F D O T Work Program Instructions Complete, to destinations Project includes lands identified by the Florida Wildlife Corridor Act (Section 259.1055, F. S . ) D E L I V E R A B I L I T Y ( s e l e c t a l l a p p l i c a b l e ; i f n e e d e d , u s e c o m m e n t s e c t i o n t o e l a b o r a t e ) [ N o t e : R F F p a r t s m a y n o t b e a p p l i c a b l e t o a l l p r o j e c t s ] PA S T P E R F O R M A N C E I f p r o j e c t i s t o b
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/guidance/fdot-co_suntrail_statewide_eval_criteria2023_fillable_form_ada.pdf?sfvrsn=1b7ce6e3_143018575201-PLANS-02-SIGNINGMARKING
PLANS SIGNING AND F L O R I D A ' S 2 / 2 8 / 2 0 2 4 1 : 5 5 : 1 2 P M FT, KEY SHEET S-2 GENERAL NOTES S-3 - S-9 SIGNING AND PAVEMENT MARKING PLANS 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 IN ACCORDANCE WITH RULE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018575201-plans-02-signingmarking.pdf?sfvrsn=9f8e39eb_120250130_436733-1_SR 700_08080
III S P Separation under FC-layer. 2 8.801 SS NA N 1.0 1.0 0.5 2.5 8.5 F Private Driveway. 3, 5.5 8.8 3.7 F Cemex Driveway. 5 8.857 SS NA N 0.7 0.9 1.6 9.9 1.6 B III L F Cemex Driveway. 6 8.861 SS NA N 1.3 0.9 2.2 4.7 2.2 B III M F Cemex Driveway. 7 8.913 SS NA N 1.5 3.0 4.5 3.0 F Hodge Rd. 8 8.916 SS NA N 1.2 1.2 3.5 P Hodge Rd. 9 10.341 SS NA Y 1.3 1.5 3.6 6.4 4.6 F Norris Bishop Lp. 10 10.436 SS NA N 1.0 1.7 2.7 2.5 F Hebron Church Rd. 11 10.678 SS NA N 2.2 2.2 5.6 F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20250130_436733-1_sr-700_08080.pdf?sfvrsn=e2c4d4a2_120250115_210955-5_SR231_39090
1 of 2 Mainline F C 1 2 . 5 L C S P 1 2 . 5 T - 2 T - S A R M I T - 1, R1O 1.40.9 0.90.51.4 5.1 LR 2.0B II M P 6 2.571 R1O 1.7 1.4 3.1 LR F 7 0.200 L1 I2.00.9 1.30.51.3, 2.690 L1 N 1.3 1.4 2.0 4.7LR=13.1" P SPAL,SLR, RR CROSSING 13 0.010 OR N 1.3 1.2 1.5 4.0 LR F 14 1.000 OR N 1.7 1.9 0.9 4.5LR=8.9" F 15 2.000 OR N 1.5 2.2 3.7 LR F 18 2.571 OR N 1.5 0.8 2.3 LR F PARKING 26 0.962 OLN 1.5 1.50.9 0.50.6 5.0 LR F 16 1.467 OL N 1.5 1.3 1.9 4.7 LR F Remarks:SPAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/39/20250115_210955-5_sr231_39090.pdf?sfvrsn=cceda59f_10071104SFRC.FHWA
: StateSpecifications Office Section 007 Proposed S p e c i f i c a t i o n : S P 0 0 7 1 1 0 4 F R C, change, 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 / o t A t t a c h ment cc, l v i n g t h e S o u t h F l o r i d a R a i l C o r r i d o r ( S F R C ) T r i - R a i l , c o n t a c t t h e S o u t h F l o r i d a R e g i o n a l T r a n s p o r t a t i o n A u t h o r i t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0071104sfrc.fhwa.pdf?sfvrsn=9ee48f48_09010102.FHWA
Re: StateSpecifications and Estimates Office Section 901 Proposed S p e c i f i c a t i o n : 9 0, to this specification change, 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 / c a h A t t, ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 0 0 S o f t a n d f r i a b l e p a r t i c l e s ( A A S H T, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . 5 0 F r e e s h e l l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9010102.fhwa.pdf?sfvrsn=eb1dda0d_020250204_210878-4_SR30_38020
3.1 B II M P TRVCK, LT SPL 150.800 L1 N 1.7 1.9 3.6 LR F 161.100 L1 N 1.4 1.2 0.6 3.2 LR 3.2 B II, 0.8 3.7 LR F 190.200 L2 I 1.3 1.5 0.5 3.3 LR 3.3 B III S P LONG CRK, SPL 200.567 L2 O 1.5 1.5 0.6, F LONG CRK 221.209 L2 I 1.3 1.0 0.6 2.9 LR = 13.5" 2.9 C III S P LONG CRK, SPL, PUMPING 231.600 L2 N 1.3 1.5 0.6 3.4 LR F 240.200 OR N 1.5 1.1 0.5 3.1 LR = 12" F 250.800 OR N 1.4 1.1 0.5 3.0 LR F 261.375 OR N 1.7 1.5 3.2 LR F 270.567 OL N 1.5 1.5 0.5 3.5 LR F 281.600 OL N 1.5 2.0 3.5 LR = 11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/38/20250204_210878-4_sr30_38020.pdf?sfvrsn=64c10a83_120250108_447235-1_SR 39_10070
3.5 B III S F BASE FELL APART 2 3.020 SS R1 Y 1.1 6.1 7.2 9.9 0.0 F NO STABILIZED SUBGRADE 3 2.997 ML L2 Y 1.0 1.4 0.5 0.6 1.3 4.8 11.0 13.0 F 4 2.996 S OL N 1.3 1.5 0.6 3.4 3.0 6.0 F BASE FELL APART 5 2.951 ML R2 Y 0.9 2.0 0.7 0.6 1.5 5.7 12.0 16.0 F 6 2.953 S OR N 0.6 2.7 3.3 7.7 0.0 P NO STABILIZED SUBGRADE 7 2.978 TL RL N 1.0 2.6 0.4 4.0 11.0 8.0 F 8 3.074 ML R1 Y 2.8 1.2 4.0 9.0 19.0 F 9 3.093 ML L1 Y 2.9 1.5 4.4 9.0 17.0 F 10 3.083 ML L1 Y 0.6 3.2 0.9 4.7 10.0 15.0 P 11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250108_447235-1_sr-39_10070.pdf?sfvrsn=4ad63c18_12024-03-12 New York Pedestrian Overpass Phase IIR - Roadway - Rev 1
d . H a r d e n B l v d . A v e . F l o r i d a Exit 28 Exit 32 Exit, LAUDERDALE MIAMI 75 75 NAPLES KEY WEST CITY LAKE F L O R I D A ' S BEACH LINE, PLANS DEPARTMENT OF TRANSPORTATION 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, . 0 0 4 , F . A . C . STA. 11+53.93 CSX CROSSING NO. 624289R BEGIN PROPOSED BRIDGE TBD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway---rev-1.pdf?sfvrsn=f0f8d0d_1