4614 search results for fla

Governor DeSantis Announces First Month of Toll Relief Program Savings

TALLAHASSEE, Fla. — Yesterday, Governor Ron DeSantis announced that the Toll Relief Program, signed, SunPass.com or call 1-888-TOLL-FLA (1-888-865-5352).  ### www.fdot.gov | Twitter: @MyFDOT

https://www.fdot.gov/info/co/news/2023/03032023

D1-01-15-26BSN2

- PEDESTRIAN ESCORT/FLAGGER HR 216.000 0102- 14- TRAFFIC CONTROL OFFICER HR 144.000 0102- 60- WORK, (REPLACE) (TYPE SRT-350/8) EA 2.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 2.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 2.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 2.000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/jan15/d1-01-15-26bsn2.pdf?sfvrsn=ec7d34f3_1

SPI-460-250

sizes and their locations along the bottom flange for structural effects on the girder. Plan Content

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-460-250.pdf?sfvrsn=212c208f_1

450-451

* ¡ outermost ¡ Strand N & FSB Flange W Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e, strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t o m ) 2 " C, FLANGE DETAIL 6 6 3 6 6 See Table Varies Interior Side Exterior Side Exterior Side

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-451.pdf?sfvrsn=42bbf456_1

450-451

* ¡ outermost ¡ Strand N & FSB Flange W Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e r, position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t o m ) 2 " C o, FLANGE DETAIL 6 6 3 6 6 See Table Varies Interior Side Exterior Side Exterior Side Interior

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-451.pdf?sfvrsn=2bd4cd74_1

SPI-460-250

sizes and their locations along the bottom flange for structural effects on the girder. Plan Content

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-460-250.pdf?sfvrsn=69336e45_1

SPI-460-250

sizes and their locations along the bottom flange for structural effects on the girder. Plan Content

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-460-250.pdf?sfvrsn=9676451b_1

450-451

¡ Strand N & FSB Flange W Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e r E, position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t o m ) 2 " C o v, 4D3 Bars 4D1 or 4D2 10 (End 1) 10 (End 2) ELEVATION Direction of Stationing END 1 END 2 FLANGE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-451.pdf?sfvrsn=f9c9f583_1

D1020000.do

for injury no longer exists. 102-5.7 Flagger: Provide trained flaggers to direct traffic where one-way, restricting traffic to one-way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot, Supervisor or others as approved by the Department will provide training for flaggers using, High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans and Design

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do.pdf?sfvrsn=76f7cf38_0

D1020000.do

for injury no longer exists. 102-5.7 Flagger: Provide trained flaggers to direct traffic where one-way, restricting traffic to one-way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot, Supervisor or others as approved by the Department will provide training for flaggers using, High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans and Design

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do31460b78ec034d929d258a2f4de22b23.pdf?sfvrsn=4b35d78e_0

2025FDM212Intersections

configurations include flared and channelized intersections (divided and undivided). Flared intersections, 212 - Intersections Figure 212.3.1 Flared Intersections Figure 212.3.2 Channelized Intersections, a (mph) SPEED DESIGN 45 1:25 1:30 1:40 TWO-WAY LEFT-TURN LANES UNDIVIDED FLARED, For Deceleration Length (L) See Exhibit 212-1 FLARED & PAINTED LEFT TURNS FOR 2-LANE ROADWAYS 50, are on vertical curves. The gradients of intersecting roads should be as flat as practical on those sections

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm212intersections.pdf?sfvrsn=866453ce_1

2026FDM212Intersections

configurations include flared and channelized intersections (divided and undivided). Flared intersections, – Intersections 4 Figure 212.3.1 Flared Intersections Figure 212.3.2 Channelized Intersections Ref, -TURN LANES UNDIVIDED FLARED - SYMMETRICAL L* (See Exhibit 212-3 ) 1:4, 50 ft. min. Deceleration, For Deceleration Length (L) See Exhibit 212-1 For Deceleration Length (L) See Exhibit 212-1 FLARED, roads should be as flat as practical on those sections that are to be used for the queuing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm212intersections.pdf?sfvrsn=cb5713fa_6

124117_2021-03-19_INSPECTION REPORT REGULAR NBI

Flared (35): 0 No flare FIPS State/Region (1): Region 4-Atlanta 12 Florida NBIS Bridge Len (112): Y, plate to bottom beam flange connection bolts are not fully seated, but This report contains, : Fracture Critical 6 mos Flagger Hours: Underwater 0 mos Helper Hours: 0 mos 24 03/19/2021

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/124117_2021-03-19_inspection-report-regular-nbi.pdf?sfvrsn=c51b3252_1

ICYMI: Florida Response to Hurricane Ian Continues

: Florida Response to Hurricane Ian Continues TALLAHASSEE, Fla. — This morning, Governor Ron, closed, both directions Flagler County SR-100 Eastbound at N. Central Avenue – All lanes closed SR-100, , batteries, flashlights, and other materials. Additionally, 30 fuel trucks are staged at Lowe’s, CareerSource Citrus Levy Marion CareerSource Flagler Volusia CareerSource Brevard CareerSource Pinellas, , Duval, Flagler, Gilchrist, Glades, Hardee, Highlands, Hendry, Hernando, Hillsborough, Indian

https://www.fdot.gov/info/co/news/2022/09302022

Vol2SDM

Girder Bottom Flange Stiffener Transition and  Termination Details, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16-23 Figure 16.11-3 Top Flange Shear Connector Detail, 24.4-1 Partial Schematic Plan View of Fender System Flared Section. 24-6 24.5 Fender System Detail

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol2sdm_a0b497e0-2396-45be-9c87-df59d92173fa.pdf?sfvrsn=14344c3b_0

44897415201-PLANS-01-ROADWAY_POP_PHASE-IV

TO REFUSAL ENCASED IN SLEEVE WITH NGS FLANGE STAMPED "C 563 2002" BM 172 1073730 711953 35.373 387+92 45, ALUMINUM ALLOY ROD DRIVEN TO REFUSAL WITH NGS FLANGE STAMPED "OBANNON 2 G.P.S. 1998" BM 458 1080739, TO REFUSAL WITH NGS FLANGE STAMPED "OBANNON G.P.S. 1998" BM 181 1082707 712822 30.408 478+11 49' RT FOUND 4, +04 43' RT FOUND STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN SLEEVE WITH NGS FLANGE STAMPED "D, HABITAT WITHIN AND ADJACENT TO 4. EAST, FLAGER PARK, AND TAYLOR CREEK STORMWATER TREATMENT AREA

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25132/44897415201-plans-01-roadway_pop_phase-iv.pdf?sfvrsn=4163581b_1

E1X58-R0

TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 5.000 E536- 6-424 END ANCHORAGE ASSEM, END ANCHOR ASSEM SRT-350/8 (REPL GUARDRAIL BEAM) EA 2.000 E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 2.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 2.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 2.000 E544- 76- 2 CRASH CUSHION (CLEAN

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jan16/e1x58-r0.pdf?sfvrsn=4ca67cea_1

Environmental DNA Detection for Endangered Freshwater Mussels Choctawhatchee River Basin

region (Wabash Pigtoe [Fusconaia flava] and Kidneyshell [Ptychobranchus fasciolaris]). Incorporating, Tactile eDNA Anodontini Strophitus williamsi Flatwoods Creekshell 11 X Lampsilini Hamiota australis

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/environmental-dna-detection-for-endangered-freshwater-mussels-choctawhatchee-river-basin.pdf?sfvrsn=ee9fd1b5_1
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