9038 search results for f
MFF_#1_U.S. 98 from R. Jackson Blvd. to Hathaway Bridge_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 1 R . J a c k s o n B l v d T h o m a s D r T h o m a s D r N L a g o o n D r G u l f o f M e x i c o S a i n t A n d r e w s B a y BAY CO. PANAMA CITY PANAMA CITY BEACH 30 30 30 98 98 98 R. Jackson Blvd. Hathaway Bridge REGION Northwest Florida PROJECT LIMITS U.S. 98 from Richard Jackson Boulevard to Hathaway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-1_u-s-98-from-r-jackson-blvd-to-hathaway-bridge_21sep2023.pdf?sfvrsn=dbeba342_1447435_TSP_Approved_rev
N E L A N O I S S E F O R P E S N E C I L A D I R O L F E L O O T, . FLORIDA 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, 3 . 0 0 4 , F . A . C . NOT TO SCALE MP 6.266 TO MP 6.922 SR 540 TRAFFIC DATA R/W, .) � CONST. 2' 8' 8' 2' 2/22/2024 12:23:33 PM T H E O F F I C I A L R E C O R D O F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25119/447435_tsp_approved_rev.pdf?sfvrsn=8c17593_1Exhibit 120-2
10/25/2023 11:52:40 AM 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 . 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, 4 , F . A . C . PROJECT CONTROLS ( ) ( ) ( ) 5 - RESTRICTIVE w/440 ft. Connection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-120-2.pdf?sfvrsn=cf711d9b_1Exhibit 120-2
10/25/2023 11:52:40 AM 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 . 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, 4 , F . A . C . PROJECT CONTROLS ( ) ( ) ( ) 5 - RESTRICTIVE w/440 ft. Connection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-120-2.pdf?sfvrsn=d3b7b44f_1MFF Project Sheets_12082024 18
Rd. from Glades Cut Off Rd. to Jenkins Rd. G l a d e s C u t O f f R d W Midway Rd, of Jenkins Rd. PROJECT LOCAT I O N P R O J E C T B E N E F I TS DOUBLE CAPACITY Added lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-pages-update/mff-project-sheets_12082024-18.pdf?sfvrsn=f77b6ec_1MFF Project Sheets_12082024 4
Infrastructure Initiative I-75 from Golden Gate Pkwy. to Corkscrew Rd. PROJECT DESCRIPTION • Widens 18.5 miles of I-75 • Adds 1 lane in each direction & auxiliary lanes−increasing roadway from 6 to 8 lanes COUNTIES Collier & Lee PROJECT LIMITS Interstate 75 (I-75) from Golden Gate Parkway to Corkscrew Road FUNDING $578 Million CONSTRUCTION 2026 G u l f o f M e x i c, 41 Corkscrew Rd. Golden Gate Pkwy. PROJECT LOCAT I O N P R O J E C T B E N E F I TS travel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-pages-update/mff-project-sheets_12082024-4.pdf?sfvrsn=b66bcc7c_120250218_209142-3_SR104_72018
4.0 LR=5.7"4.0B II M F 6 1.826 R1 O 1.6 1.7 3.3 LR F 8 2.130 R2 O 1.6 2.8 4.2 1.3 9.9 LR=7.5"1.5B, 1.965 L1 I 1.6 1.6 2.1 5.3 LR=8.7"5.3B II S P 2 0.233 OR N 1.1 1.2 2.3 ABC=5.6" F 7 1.826 OR N 2.0 1.9 3.9 LR=13.7" F 9 2.130 OR N 1.5 1.0 2.0 4.5 LR F 20 0.091 OL N 1.3 1.1 2.4 ABC=5.7" F 13 1.497 OL N 1.2 1.5 2.7 ABC=5.3" F 18 0.267 LRTTL I 1.8 1.6 3.4 ABC=7.2" F 16 0.755 LRTTLO 1.7 0.9 2.8 ABC=6.6" F 10 2.093 LRTTLO 1.7 1.7 3.4 ABC=7.7" F 5 1.337 RTO N 1.6 1.0 2.6 LR F 14 1.136 LTO N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250218_209142-3_sr104_72018.pdf?sfvrsn=b02ab671_1D1200123.DO
FILL GRAVEL. (REV 3-11-96) (7-00) ARTICLE 120-1 (of the Supplemental Specifications) is expanded by the following: TheworkunderthisSectionalsoincludesfurnishingandplacingfillgravelasshownin theplans. ARTICLE120-12(oftheSupplemental Specifications) is expanded by the following new Subarticle: 120-12.8 F i l l G r a v e l : F i l l G r a v e l i s measured by the cubic yard [cubic meter, Specifications) is expanded by the following new Subarticle: 120-13.3.5 F i l l G r a v e l : T h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1200123.do.pdf?sfvrsn=75dac3bf_0D1200123.DO
FILL GRAVEL. (REV 3-11-96) (1-04) ARTICLE 120-1 (Pages 147 and 148) is expanded by the following: TheworkunderthisSectionalsoincludesfurnishingandplacingfillgravelasshownin theplans. ARTICLE120-12(Page160)isexpandedbythefollowingnewSubarticle: 120-12.3 F i l l G r a v e l : F i l l G r a v e l i s measured by the cubic yard [cubic meter] of material placed according to the detail shown, F i l l G r a v e l : T h e q u a n t i t y of fill gravel will be paid for at the Contract unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d1200123.do.pdf?sfvrsn=b24f4823_0Preferred Alternative 1B Typical Section - Segment 1
22’ 11 9 ’ 1 1’ 11’ 11’ 11’ 8.5’ 8.5’ 12’ Shared Use Path Shared Use Path Travel LaneTravel Lane Travel LaneTravel Lane 12’ 4’ 4’ R i g h t o f W a y R i g h t o f W a y 22’ Const. C L 59.5’ 22’ 59.5’ Ty p i c a l Section - Segment 1 Alte r n a t i ve 1 B f ro m S R 76 (Ka n n e r H i g hway) to Ava l o n D r i ve Cove Road PD& E Study fro m S R 76 (Ka n n e r H w y. ) to SR 5/ U S 1 Project Development & Environment (PD&E) Study FPID Number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/preferred-alternative-1b-typical-section---segment-1.pdf?sfvrsn=8d9efd0d_1Segment 1 Existing Typical Section
12’ Varies 97’-203’ 12’ 6’ Varies 0’-4’ Varies 0’-4’ Varies 0’-52’ Varies 36’-131’ Sidewalk SidewalkTravel Lane Paved Shoulder Paved Shoulder Varies 0’-12’ Gore Area & Turn Lane Travel Lane 6’ R i g h t o f W a y R i g h t o f W a y * -From SR 76 (Kanner Hwy. ) t o Atlantic Ridge Drive * Ty p i c a l Section - Segment 1 Existing Roadway f ro m S R 76 (Ka n n e r H i g hway) to Ava l o n D r i ve Cove Road PD& E Study fro m S R 76 (Ka n n e r H w y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/segment-1-existing-typical-section.pdf?sfvrsn=24bee6a6_11974-Self&Bollmann-RESULTS_OF_THE_STATIC_LOAD_TESTS_CONDUCTED_ON_SUNSHINE_SKYWAY_BEAMSxx
\ j f O i f ■ c ' 1 f j i S 3 v 2 A o t A I - £ j 1 I i l I S d o a " a 1 1 $ o - * K ) i ' i I * ■ * 4 t i N > i i & J S O / S C I i O V " 3 - i ' S o r f W 0 3 3 O W S, * 1 ; , 0 . 0 - / f - o - S P ■ r • _ / / I / T . 7 - C V | — I, requirements for the HS-2C Standard Load (pagell) The test ultimate ) • f capacity of both girders, £T-y^ s ' r 4 ■4-VI \ ogol tv-w?=°>> ©ip) r. •-■"d 't *y-M l f>V*M- Vv ^ :>xt -'0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/final-reports/2025/1974-self-bollmann-results_of_the_static_load_tests_conducted_on_sunshine_skyway_beamsxx.pdf?sfvrsn=6cd68cdc_1Exhibit 120-2
6/25/2025 9:12:47 AM 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 . 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 . PROJECT CONTROLS ( ) ( ) ( ) 5 - RESTRICTIVE w/440 ft. Connection Spacing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-120-2.pdf?sfvrsn=4a752568_120251211_Helping People Connect
Suwannee Street, MS-49 Ta l l a h a s s e e , F L 32399-0450 Phone: (850) 410-5700 To l l F r e e : ( 8 0 0 ) 9 8 3 - 2 4 3 5 F a x : ( 8 5 0 ) 4 1 0 - 5 7 5 2 W e b S i t e : w w w . f d o t . g o v / c t d F o r p o t e n t i a l l y 7 . 8 m i l l i o n p e o p l e i n F l o r i d a , fi, o t h e r s f o r a c c e s s t o d o c t o r v i s i t s , w o r k , s c h o o l , g r o c e r y a n d d r u g s t o r e s . T h e F l o r i d a C o m m i s s i o n f o r t h e Transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2025/20251211_helping-people-connect.pdf?sfvrsn=fd6ad504_120251211_Helping People Connect Brochure
Suwannee Street, MS-49 Ta l l a h a s s e e , F L 32399-0450 Phone: (850) 410-5700 To l l F r e e : ( 8 0 0 ) 9 8 3 - 2 4 3 5 F a x : ( 8 5 0 ) 4 1 0 - 5 7 5 2 W e b S i t e : w w w . f d o t . g o v / c t d F o r p o t e n t i a l l y 7 . 8 m i l l i o n p e o p l e i n F l o r i d a , fi, o t h e r s f o r a c c e s s t o d o c t o r v i s i t s , w o r k , s c h o o l , g r o c e r y a n d d r u g s t o r e s . T h e F l o r i d a C o m m i s s i o n f o r t h e Transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/riderdocs/20251211_helping-people-connect.pdf?sfvrsn=d9a5fcc6_320230607_448439-1_SR-710_93310
3.20 8.0 9.0 2.90 B II S P .10 O 2.30 4 7.682 Y L1 Y 1.00 1.50 .50 .50 .90 4.40 9.0 8.0 F .10 O 1.60, .80 1.30 1.10 1.00 .80 1.70 6.70 8.0 10.0 F .10 I 2.60 7 10.182 Y R1 Y .60 1.00 .70 1.00 1.90 2.60 7.80 8.0 10.0 2.10 B II S P .10 I 2.60 8 10.811 Y R2 N 1.10 1.40 .80 1.40 .60 1.70 7.00 8.0 11.0 F .30 O 2.60 9 7.110 Y R2 Y .70 1.30 1.30 2.10 1.50 2.10 9.00 7.5 13.0 F I 3.60 BASE UNDERLAIN LIGHT BR 10 7.505 Y R1 Y .80 1.70 1.20 1.00 1.20 2.20 8.10 7.0 15.0 F I 2.30 SSG:LIGHT BROWN SAND W/ 11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20230607_448439-1_sr-710_93310.pdf?sfvrsn=9193f5a8_3471-030FHWAApproved
V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX F E N D E R S Y S T E M - P R E S T R E S S E D C O N C R E T E P I L E S & F R P W A L E S 0 7 / 0 1 / 1 4 1 7 4 7 1 - 0 3 0 G E N E R A L N O T E S E n e r g y C a p a c i t y = 3 8 f t - k F E N D E R, o p y l e n e t h a t p r o v i d e a n e f f e c t i v e w a t e r - t i g h t s e a l . d i a m e t e r o f 5 / 8 ” w i t h a m i n i m u m b r e a k i n g s t r e n g t h o f 2 2 , 0 0 0 l b s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/471-030fhwaapproved.pdf?sfvrsn=ef0994ab_1USDOL USERRA23
H H ✩ ✩ T h e U . S . D e p a r t m e n t o f L a b o r , V e t e r a n s E m p l o y m e n t, violations. ✩ ✩ F o r a s s i s t a n c e i n f i l i n g a c o m p l a i n t , o r f o r a n y o t h e r i n f o r m a t i o n o n USERRA, contact VETS at 1-866-4-USA-DOL or visit its website, ://www.dol.gov/elaws/userra.htm . ✩ ✩ I f y o u f i l e a c o m p l a i n t w i t h V E T S a n d V E T S i, n o r v e r b a l notice of your service; ✩ ✩ y o u h a v e f i v e y e a r s o r l e s s o f c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/usdol-userra23.pdf?sfvrsn=19a7e81b_1Exhibit 913-1
( f-... � cS Lu ...J u 0 cc f-... u Lu ...J Lu Lu l:: f-... � f-... Lu Lu l:: l/) l/) .... l:: f-... LJ.. 0 a cc 0 u Lu t, I O N S E N G I N E E R O F R E C O R D � D = A � T � E --+ - - - - - �D=E=S=C�R � I P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-1.pdf?sfvrsn=8f84d9c1_2SP0071104FRC
during certain periods of the project. For p r o j e c t s i n v o 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 ) , 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 y ( S F R T A ) a t 9 5 4 - 7 8 8 - 1 7 8 8 a t l e, the scheduling of flagging resources. For p r o j e c t s i n v o l v i n g t h e C e n t r a l F l o r i d a R a i l C o r r i d o r ( C F R C ) , p r o v i d e w r i t t e n a d v a n c e n o t i c e t o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp0071104frc.pdf?sfvrsn=23334d3c_2