9038 search results for f
Escambia County 2018
vehicle hours of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled, % D. Freeways 1.4 150.6 83% 1.3 0.1 99% E. Interstates 1.4 150.6 83% 1.3 0.1 99% F: Non
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/escambia.pdf?sfvrsn=bf86b753_4Brevard County 2018
hours of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled, 601.4 97% 1.15 0.0 99% E. Interstates 4.3 581.6 97% 1.14 0.0 99% F: Non-freeways (SHS) 5.5 392.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/brevard.pdf?sfvrsn=7a7cf414_4Highlands County 2018
E: Daily vehicle hours of delay (Thousands) F: Percent miles heavily congested G: Person, . Interstates F: Non-freeways (SHS) 1.4 216.8 0.1 99% Rotating Measures 2 Annual Measures 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/highlands.pdf?sfvrsn=e923ca86_4Hernando County 2018
hours of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled (Millions, 99% E. Interstates 0.6 97.7 91% 1.22 0.0 99% F: Non-freeways (SHS) 1.6 134.2 0.1 99% Annual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/hernando.pdf?sfvrsn=16f86fe8_4Collier County 2018
of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled (Millions) H, . Freeways 2.2 264.5 95% 1.21 0.1 99% E. Interstates 2.2 264.5 95% 1.21 0.1 99% F: Non-freeways (SHS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/collier.pdf?sfvrsn=da249b3f_4DeSoto County 2018
vehicle hours of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled, 99% C: Strategic Intermodal System 4 0.7 117.2 78% 1.56 0.0 99% D. Freeways E. Interstates F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/desoto.pdf?sfvrsn=2ae850a8_4Charlotte County 2018
hours of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled, 99% E. Interstates 1.2 182.7 96% 1.13 0.0 99% F: Non-freeways (SHS) 1.5 124.4 0.5 99
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/charlotte.pdf?sfvrsn=f915d0f3_4Lake County 2018
Arrival (Vehicle) 3 D: Planning Time Index 3 E: Daily vehicle hours of delay (Thousands) F, . Interstates F: Non-freeways (SHS) 4.2 407.1 0.7 2% 6.2 41 98% Rotating Measures 2 Annual Measures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/lake.pdf?sfvrsn=f07a8d47_4Nassau County 2018
of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled (Millions) H, . Interstates 0.7 136.2 83% 1.24 0.0 99% F: Non-freeways (SHS) 1.2 119.0 0.9 99% Annual Measures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/nassau.pdf?sfvrsn=2d4516be_4Marion County 2018
hours of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled (Millions, . Freeways 2.8 585.2 93% 1.34 0.0 99% E. Interstates 2.8 585.2 93% 1.34 0.0 99% F: Non-freeways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/marion.pdf?sfvrsn=67224b13_4St. Lucie County 2018
vehicle hours of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled, % 1.13 0.0 99% E. Interstates 1.9 233.2 93% 1.16 0.0 99% F: Non-freeways (SHS) 2 1.7 158.5 1.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/st-lucie.pdf?sfvrsn=44f41565_4Lee County 2018
of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled (Millions) H, 3.1 366.6 87% 1.31 0.2 99% E. Interstates 3.1 366.6 87% 1.31 0.2 99% F: Non-freeways (SHS) 4.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/lee.pdf?sfvrsn=b402cdf7_4Indian River County 2018
3 E: Daily vehicle hours of delay (Thousands) F: Percent miles heavily congested G: Person, 99% D. Freeways 1.2 232.9 97% 1.12 0.0 99% E. Interstates 0.9 182.1 98% 1.12 0.0 99% F: Non
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/indian-river.pdf?sfvrsn=faa960bd_4Santa Rosa County 2018
vehicle hours of delay (Thousands) F: Percent miles heavily congested G: Person miles traveled, 0.0 99% E. Interstates 0.8 176.0 91% 1.22 0.0 99% F: Non-freeways (SHS) 2.3 154.9 0.6 99
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/santarosa.pdf?sfvrsn=129e6bf9_4Leon County 2018
(Thousands) F: Percent miles heavily congested G: Person miles traveled (Millions) H, 166.9 97% 1.13 0.0 99% E. Interstates 0.9 166.9 97% 1.13 0.0 99% F: Non-freeways (SHS) 3.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/countyfiles/leon.pdf?sfvrsn=27062ea6_4Partnering with FDOT - Local Government Resource Guide
o n P l a n n i n g & P r o g r a m m i n g 1 . F D O T O v e r v, a n s p o r t a t i o n F u n d i n g 5 . K e y D i s t r i c t C o, the FDOT funding programs and eligible project types 1 . F D O T O v e r v i e w 3 . T r, . T r a n s p o r t a t i o n F u n d i n g October 2025 INTRODUCTION, Resource Guide 1 . F D O T O v e r v i e w 3 . T r a n s p o r t a t i o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/lp/resources/partnering-with-fdot---local-government-resource-guide.pdf?sfvrsn=254b0eb0_220240409_449332-1_SR-15_88040
1.40 1.25 3.40 4.0 12.0 G .15 .10 4 24.501 Y R1 Y 1.30 1.30 2.60 10.8 8.5 .11 C II L F .11 .13 5 24.525 Y R1 Y 1.00 1.60 2.60 11.5 7.0 .08 C II L F .15 6 24.568 Y R3 Y 1.00 1.30 2.30 6.0 11.0 G
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/88/20240409_449332-1_sr-15_88040.pdf?sfvrsn=c95ddda7_1QuadGuard - NCHRP350 - Description
.................................................................................. 4 S a f e t y S y m b o l s, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 6 S i t e P r e p a r a t i o n / F o u n d a tion, 2 L i f e E x p e c t a n c y, ............................................................ 2 8 Q u a d G u a r d ® C Z f o r C o n s t r u c t i o n Zones, G u a r d ® C o n c r e t e P a d f o r T e n s i o n S t r u t B a c k u p
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/quadguard---nchrp350---description.pdf?sfvrsn=3b26636f_11020302.origind
: RudyPowell,Jr.,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 1 0 2 0 3 0 2 M a i n t e n a n c e o f T r a f f i c . Inaccordance with Specification Development Procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/1020302.origind.pdf?sfvrsn=ec97eaf8_020230717_436333-1_Richardson Rd_27000
Date: 1of1 1 of 1 Name: Lanes: From: To: Inside: Beg MP: Outside: T-1 D e p t h T y p e C l a s s E x t e n t 1 15' S N 2.0 2.0 RAP=1.2" P 2 100' S Y 1.2 1.2 RAP=2.2"1.2B III L P 3 225' S N 1.8 1.8 RAP=4.2"1.8C IIIS P 4 320' S N 1.1 1.1 RAP=2.3"1.1S IB L P 5 5' N Y 1.1 1.1RAP=23"+ P 6 75' N N 0.7 0.7 RAP=7.7" P 7 200' N N 2.0 2.0 RAP=7.5" P 8 365' N N 1.8 1.8 RAP=6.1" F Pavement Evaluation Coring and Condition Data Cored By: D2 Materials 07/17/23 Page
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/27/20230717_436333-1_richardson-rd_27000.pdf?sfvrsn=7694e3c4_1