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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/2023/030320232025FDM915PlanProfile
of the improvements. Provide the following labeling and dimensions: • Flag and station the begin and end project, along the centerline or baseline of construction. • Flag and station the begin and end of project, Culverts Bridge-sized culverts (a.k.a., bridge culverts) are defined in FDM 265.1 . Flag, and approach slabs by simple outline. Flag and station the begin station and end station, the design intent of the improvements. Provide the following labeling and dimensions: • Flag
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm915planprofile.pdf?sfvrsn=893d70b1_1ICYMI: 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/2022/0930202244629625601-SPECS
Page 1 of 2 TECHNICAL SPECIAL PROVISIONS (TSP) FOR I-75 (SR-93) AT CR 876/SR 876/DANIELS PARKWAY Financial Project ID: 446296-2-56-01 This item has been digitally signed and sealed by Heather M. Ripley, P.E on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: July 15, 2024 Fla. License No.: 88329 Firm Name: Kimley-Horn and Associates, Inc. Firm address: 1514
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/44629625601-specs.pdf?sfvrsn=f444c62d_1FDOT Announces Re-Opening of I-75 From Mile Marker 179 to 193
INDEX A-Z Search For Immediate ReleaseOctober 1, 2022 CONTACT FDOT: FDOT COMMUNICATIONS OFFICE (850) 414-4590 | FDOTCommunicationsOffice@dot.state.fl.us FDOT Announces Re-Opening of I-75 From Mile Marker 179 to 193 TALLAHASSEE, Fla. – After close
https://www.fdot.gov/info/co/news/2022/10012022Tolls Status on Florida Roads Following Hurricane Ian
, The Pinellas Bayway, and The Sunshine Skyway Starting 11:59 p.m. on Monday, October 24 OCOEE, Fla
https://www.fdot.gov/info/co/news/2022/10232022FLDOT_2023 HSIP Implementation Plan_Draft_08.15.2023
million vehicle miles traveled (VMT), however, has been flat since 2015 before reaching a high, Roads Base Map (ARBM) and Florida All Roads Intersections and Streets (FLARIS). Traffic safety analyses, across all public roads (i.e., state and local) are enhanced by the ARBM and FLARIS. FDOT is refining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/fhwa-reports-plans/fldot_2023-hsip-implementation-plan_draft_08-15-2023.pdf?sfvrsn=833d9789_1443-002
(See Note 3) Angles (4 Typ.) Flat Basin Wall Variance Solid Cap 1 ' - 0 " Cleanout Pipe, " 2'-10" 2'-6" 2 ' - 6 " 4 ' - 0 " Basin Wall Flange 1 ' - 6 " ( M i n . ) 10" 1 0 " P o r t C l e a n o u t 2 " 6 " " 2 1 7 3" Flange (Min.) 6" 6, Gasket P o r t C l e a n o u t Flange ( M i n . ) 5 " With Neoprene Gasket 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/443-002.pdf?sfvrsn=b525908a_1443-002
Note 3) Angles (4 Typ.) Flat Basin Wall Variance Solid Cap 1 ' - 0 " Cleanout Pipe, " 2'-6" 2 ' - 6 " 4 ' - 0 " Basin Wall Flange 1 ' - 6 " ( M i n . ) 10" 1 0 " P o r t C l e a n o u t 2 " 6 " " 2 1 7 3" Flange (Min.) 6" 6" Loss, o r t C l e a n o u t Flange ( M i n . ) 5 " With Neoprene Gasket 10" Dia
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/443-002.pdf?sfvrsn=f97be6dc_1E57C7
TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA10.000 E536- 6-424END ANCHORAGE ASSEM (REPLACE) (PARALLEL)EA10.000 E536- 6-425GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH, EA20.000 E536-301-501END ANCHOR ASSEM TYPE II (REPL FLARED END SECT)EA25.000 E536-301-502END ANCHOR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e57c7.pdf?sfvrsn=2917e18_2CM-995-1.1-27 Vehicular Traffic Signal Assembly
FORMTEXT Init.: FORMTEXT 35 Surface erosion, flaking, or oxidation, °F; ASTM D 746 • Flammability, Self-extinguishing; ASTM D 635 • Tensile Strength, Yield, 8500 PSI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-995-1-1-27-vehicular-traffic-signal-assembly.docx?sfvrsn=e8eeb0c4_12023-2024 1st Quarter SRES Report
. Reinforcing steel has flattened, with structural bids slightly higher than forecast. AGGREGATE FDOT, % during the second quarter of calendar year 2023 and was flat year-to-date. Aggregate prices continued, supplied in the East Coast was flat in 2023 year-over-year through July. This indicates demand, labor constraints (Figure 12). A lower bound reverts to pre-pandemic conditions, with flat diesel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/reports/strategic-resource-evaluation-study-reports/quarterly/2023-2024-1st-quarter-sres-report.pdf?sfvrsn=b0becd2a_1DESOTO COUNTY DTWP FY 26-30
17 FROM SW FLANDERS ST TO SW FLETCHER ST Type of Work: DRAINAGE IMPROVEMENTS Phase Fund Code 2026
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/desoto-county-dtwp-fy-26-30.pdf?sfvrsn=ca2a4e62_1MANUEL (Manny) AGUIAR DRB RESUME v.012023
- CERTIFIED FLAGGER INSTRUCTOR SKILLS • DISPUTE RESOLUTION • FDOT STANDARD SPECIFICATION • FDOT, Flagler Street. New 135-foot bridge at Coral Way, spanning active Turnpike traffic, the Snapper Creek, Flagler to NW 154 th Street Bridge, and along I-75 (SR-93) from SR-826 and to NW 170 th Street, lanes in each direction were provided beginning approx. 0.20 miles south of West Flagler Street (south
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/manuel-(manny)-aguiar-drb-resume-v-012023.pdf?sfvrsn=f6c0c2fe_3102-100
9 / 2 8 / 2 0 2 3 8 : 1 3 : 4 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX Lateral Offset Edge of Travel Way Slope 1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback Distance Barrier Unit Barrier Delineators Above Ground Hazard Drop-Off Hazard Setback Distance Setback, . post-tensioned tendons within the concrete deck (top flange of concrete box girders) or on bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-100.pdf?sfvrsn=c6eb65c5_19710104-724FHWA
A Durometer 40 75 Impact Resistance AASHTO T 250STM D256, Method A 1.0 N·m - Flash Point AASHTO T 250STM, , Method AAASHTO T 250 1.0 N·m - Flash Point AASHTO T 250STM D92 475ºF - *The durometer and panel, flattening of the profile or raised portions of the line. The flattening of the profile or raised, - Flash Point AASHTO T 250STM D92 475°F - *The durometer and panel shall be at 115°F, with a 1,000 g, Resistance ASTM D7735* Type A Durometer 40 75 Impact Resistance AASHTO T 250, 1.0 N·m - Flash Point
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/9710104-724fhwa.pdf?sfvrsn=325bcae7_1515-052
: ASTM A36 or ASTM A706 Grade 36. d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563 b. Adhesive, Vent/Weep 16 3 8 1 to 1ƀ" Max. width. Flatten handrail termination in bottom of handrail ƀ" Ø, or Top Rail CROSS REFERENCE: 1'-1Ƃ" Ɓ" Min. (Beveled) Ɖ" Steel ℅ (Flat) 7 Ƃ " (Typ.) Set Screw, p . ) Hole Ǝ" Ø Ƃ" ƃ Max. width End Hoop to 1Ƃ" Flatten end of (Intermediate Rail, plumb) use 1Ɓ" Ø Holes for Single for Single Anchor Bolts with Flat Washers for slopes ≤ 8.33
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/515-052.pdf?sfvrsn=f3208840_1515-052
A36 or ASTM A706 Grade 36. d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563 b. Adhesive Anchors, 16 3 8 1 to 1ƀ" Max. width. Flatten handrail termination in bottom of handrail ƀ" Ø Vent/Weep, CROSS REFERENCE: 1'-1Ƃ" Ɓ" Min. (Beveled) Ɖ" Steel ℅ (Flat) 7 Ƃ " (Typ.) Set Screw * ƃ 1, . ) Hole Ǝ" Ø Ƃ" ƃ Max. width End Hoop to 1Ƃ" Flatten end of (Intermediate Rail Connection) SECTION, " Ø Holes for Single for Single Anchor Bolts with Flat Washers for slopes ≤ 8.33%. † Base Plate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/515-052.pdf?sfvrsn=760dec08_1FLEAT MT (27) - NCHRP350 TL3 - Manual
" of the system is single sided with a straight flare offset of 2'-0" toward the centerline of the system. First
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-mt-(27)---nchrp350-tl3---manual.pdf?sfvrsn=aae70187_1405606-8-52-1_Flyer
. • The existing 90-degree bend just west of the elementary school will be reconstructed to provide a flatter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr510-documents/405606-8-52-1_flyer.pdf?sfvrsn=d93045ef_1