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2025 TRIP Application Help Guide

, sidewalk, signing and pavement markings, etc) 1. Facility Name- (i.e) Joe Johns Road; State Road 123

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/nwflroads/2025-trip-application-help-guide.pdf?sfvrsn=57c3e9c2_1

Design Standards 2010 Interim

WALL – Dated 01/01/10: Added text “Shoulder Pavement” and aligned expanded shoulder with roadway, PAVEMENT AHEAD (MOT-15-06) and LOOSE GRAVEL (W8-7) sign; (Sheet 9) Added note that Standard Orange Flags, . 17352 2 of 2 17352.pdf TYPICAL PLACEMENT OF REFLECTIVE PAVEMENT MARKERS – Dated 01/01/10: Raised, 20910.pdf APPROACH SLABS (RIGID PAVEMENT APPROACHES) - Dated 01/01/11: (Sheet 1) Added Bars 5B2

https://www.fdot.gov/roadway/ds/10/istds.shtm

2025FDM125QualityAssurance

extensive evaluations, or on- going Department programs; e.g., ADA, Pavement Design. (b) Typically

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm125qualityassurance.pdf?sfvrsn=a7e38536_1

NASSAU COUNTY_TWOP2026-2030 WPPH_BY DESCRIPTION_11-13-2024_SUBJECT TO CHANGE

453893-1 $1,482,292 453893-3 - HILLIARD WEIGH STATION PAVEMENT UPGRADES Type of Work: MCCO WEIGH

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-description/nassau-county_twop2026-2030-wpph_by-description_11-13-2024_subject-to-change.pdf?sfvrsn=24367233_1

NASSAU COUNTY_TWP2026-2030 WPPH_BY ITEM_11-13-2024_SUBJECT TO CHANGE

PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION STATIC ONLY Phase Funding Source 2026 2027 2028 2029

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-type/nassau-county_twp2026-2030-wpph_by-item_11-13-2024_subject-to-change.pdf?sfvrsn=c69cf6d2_1

Chapter 2 - Signs

pavement is slippery, the District Traffic Operations Engineer (DTOE) requests that the District Maintenance Engineer install SLIPPERY WHEN WET signs (W8-5). Pavement is considered slippery when, exit or entrance ramps on sharp curves and downgrades can be dangerous if the pavement is slippery. Give special attention to ramps with compound curves. FDOT maintains a pavement friction inventory, the near pavement edge. Use a Type 3 object marker 12 x 36-inch panel with alternating black

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2025/chapter-2---signs.pdf?sfvrsn=bf5889b4_1

PublicHearing_CITRUS COUNTY_Summary_2026-2030

OF SR 44 Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2026 2027 2028 2029

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d7wpph/publichearing_citrus-county_summary_2026-2030.pdf?sfvrsn=fb9e5d04_1

SunTrail_GuidanceForSubmittalOfFundingRequest

obligations for pavement, drainage, land stabilization and safety controls). Pursuant to the legislation

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/guidance/suntrail_guidanceforsubmittaloffundingrequest_cb8ca328-b11c-40f0-b821-523029a4b0b7.pdf?sfvrsn=b98dd70b_4

E3Y59-R0

) (TN) 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 3.000 0536- 73- GUARDRAIL REMOVAL LF 3.000 0536

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/e3y59-r0.pdf?sfvrsn=b3fc0ae7_1

Datalytics

traffic growth and tendencies as well as to develop pavement design input, seasonal adjustment factors

https://www.fdot.gov/statistics/datalytics.shtm

ss5803300commandresp

, pavement joints, guardrail, curb and gutters, signs, culvert ends, bridge abutments, sidewalks, fences

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/comments-responses/ss5803300commandresp470517106.pdf?sfvrsn=4ca9edf8_1