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2025 11 Cost Update - Material Cost Shares Revised Up in Q3

benchmark prices increased over the last three years, but at a flatter rate than FDOT bids

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/factsheets/2025-11-cost-update---material-cost-shares-revised-up-in-q3.pdf?sfvrsn=1714ede6_1

444634-1_SR72-HawkinsRd_ICE-Memo_FINAL

LOCATION JUNCTION_FLAG S4_CRASH_TYPE S4_CRASH_TYPE_SIMS4_CRASH_SEVERIT S4_INJURY_COUNT S4_BICYCLIST_COUNT, is recommended: • Install SCHOOL ENTRANCE Warning Signs (FTP 33-06) with supplemental flashing beacons, approaches to the intersection with supplemental flashing beacons to operate during school arrival and dismissal periods. Per Chapter 15 of the FDOT Speed Zoning Manual, flashing beacons should be used, (FTP 33-06) with supplemental flashing beacons to operate during school arrival and dismissal

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72-hawkinsrd_ice-memo_final.pdf?sfvrsn=a03849e2_1

operationsmanual

the instrument has fully booted, the indicators will flash rapidly 3 times, then begin a steady 1 Hz flashing, on the rear panel. Wait for the indicator lights to stop flashing and the red ring around the power, on the back of the camera will turn green, the WLAN indicator light will flash as data is being, select different road condition codes/events on the screen to flag the data for reference. 5.5 When

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/ndt/documents/operationsmanual.pdf?sfvrsn=ffffed1_1

PublicHearing_MIAMI_DADE COUNTY_Summary

$2,672,224 418423-6 - SR 826/PALMETTO EXPY FROM SR 968/W FLAGLER ST TO S OF NW 154 STREET Type of Work

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/2024-work-program-hearing/publichearing_miami_dade-county_summary.pdf?sfvrsn=f7f10065_1

E4Y20-R0

-FLARED APPROACH TERMINAL, REPLACE, MASH EA 1.000 E536- 12-604 GUARDRAIL REPAIRS (REPLACE) (STEEL, , REPLACE EXISTING EA 4.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT) EA 4.000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/aug1/e4y20-r0.pdf?sfvrsn=beae24d7_1

1020921.FHWA

signals may be used as an alternate to flaggers for lane closure operations on two-lane, two-way, . Temporary signals may be used, at the Contractor’s option, as an alternate to flaggers for lane closure, option as an alternative to flaggers will be included in Maintenance of Traffic, lump sum. ARTICLE, , at the Contractor’s option, as an alternate to flaggers for lane closure operations on two- lane, as an alternative to flaggers will be included in Maintenance of Traffic, lump sum. ARTICLE 102-13

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1020921.fhwa.pdf?sfvrsn=9e25584d_0

450-036

1 0 / 1 5 / 2 0 2 3 1 1 : 2 5 : 1 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX FLORIDA-I 36 BEAM - STANDARD DETAILS 1 2 450-036 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 to the end of beam measured perpendicular * These dimensions are 4M2 (Typ, Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-036.pdf?sfvrsn=e69651d8_1

450-045

required to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-045.pdf?sfvrsn=4a566fbe_1

450-054

(Pairs (Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-054.pdf?sfvrsn=f5f4fd1f_1

450-063

Typ.) Rotate as Bars 3D (Pairs flange only) bottom of bottom " Chamfer (Typ. 4 3 (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-063.pdf?sfvrsn=a3c60c38_1

450-072

End of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R to the end of beam, A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-072.pdf?sfvrsn=61610161_1

450-078

1 0 / 1 5 / 2 0 2 3 1 1 : 2 9 : 3 2 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX FLORIDA-I 78 BEAM - STANDARD DETAILS 1 2 450-078 11/01/19 Anchor Studs required to clear Typ.) Rotate as Bars 3D (Pairs Beam End of flange only) bottom of bottom " Chamfer (Typ. 4 3 the end of beam perpendicular, , End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 6A, 4M1, 4M2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-078.pdf?sfvrsn=79947711_1

450-084

Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, End of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R 4M2, 4M3 & 5Y BARS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-084.pdf?sfvrsn=8d80e984_1

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