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E21G0-R0

PAVEMENT TN 41.000 0536- 7- 2 SPECIAL GUARDRAIL POST- SPECIAL STEEL POST FOR CONCRETE STRUCTURE MOUNT EA

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/mar13/e21g0-r0.pdf?sfvrsn=d03152cc_1

D2-04-17-24BSN

Item Description Unit Quantity 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/apr17/d2-04-17-24bsn.pdf?sfvrsn=62e1cdf9_1

Florida TPM Consensus Planning Agreement

(NHS): a) FDOT will b e responsible for collecting bridge and pavement condition data for the State

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/pdis-documents/florida-tpm-consensus-planning-agreement.pdf?sfvrsn=b7a567d4_1

ConsoliF

Pavement Rehabilitation. PAGE FIVE FRANK ANTHONY CONSOLI, Ph.D., P.E., PTOE, AICP, LEED AP FLORIDA

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/consolif.pdf?sfvrsn=4035457_5

444008-4_SWPPP

AT CROSSINGS D, A, AND B. EXISTING 4-FOOT INSIDE SHOULDER PAVEMENT. THE PROJECT ALSO INCLUDES 6 NEW

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/444008-4_swppp.pdf?sfvrsn=dc29ff3d_1

444008-4 Multi-Post Sign Calculations

,measured vertically from the bottom of the sign to the elevation of the near edge of the pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/444008-4-multi-post-sign-calculations.pdf?sfvrsn=b38937af_1

TP-05-30-24BSN

, Signing/Pavement Markings, Lighting, and Landscaping to construct Tire pressure sensors at six service

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may30/tp-05-30-24bsn.pdf?sfvrsn=5b051b06_1

Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov ROADWAY DESIGN BULLETIN 24-02 FHWA Approved: DATE: June 7, 2024 TO: DistrictDirectors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Pavement Design Engineers, District Consultant Project Management Engineers, District Structures

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/draft-rdb-24-02.pdf?sfvrsn=35083c3c_3

SunTrail_RequestForFunding_RFF

such as sealing asphalt pavement or repainting may occur every five to ten years, while major repairs may occur

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/guidance/suntrail_requestforfunding_rff.pdf?sfvrsn=1f9353a5_1

FM1-T310

Pavement (RAP). b. The nuclear gauge being utilized is listed in Table 2. Table 2 – Department Authorized

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t310.pdf?sfvrsn=40ad05d8_2

TP-08-13-24BSN

EXCAVATION CY 3,563.800 0120- 6- EMBANKMENT CY 788.500 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/aug13/tp-08-13-24bsn.pdf?sfvrsn=70f8fa45_1

2024 April & May City Briefings_All Stakeholders Presentation

• Install Pre-Signals and Extend Cross-Hatching Pavement Markings for Short Storage Crossings

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/civic-association-presentations/2024-april-may-city-briefings_all-stakeholders-presentation.pdf?sfvrsn=353e3117_1

Traffic Monitoring

Engineering and Operations, Pavement Design, Safety, Planning, and various other entities within

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cimdocs/docs---pubs/525-030-150.pdf?sfvrsn=9f7aea2f_3

715-002IntReviewPkg

Construction Joint (Typ.) Anchor Bolts Base Plate Pavement Only with Rigid Material 1" Exp. Jt, Plate only with Rigid Pavement 1" Exp. Jt. Material #5 Bars, 6'-10" long (Typ.) " Ø Anchor

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002intreviewpkg.pdf?sfvrsn=d6e14f0a_1

715-002IndReviewPkg

Construction Joint (Typ.) Anchor Bolts Base Plate Pavement Only with Rigid Material 1" Exp. Jt, Plate only with Rigid Pavement 1" Exp. Jt. Material #5 Bars, 6'-10" long (Typ.) " Ø Anchor

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002indreviewpkg.pdf?sfvrsn=c911e941_1

715-002FHWAReviewPkg

Construction Joint (Typ.) Anchor Bolts Base Plate Pavement Only with Rigid Material 1" Exp. Jt, with Rigid Pavement 1" Exp. Jt. Material #5 Bars, 6'-10" long (Typ.) " Ø Anchor Bolts 4 1 4 ~ 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002fhwareviewpkg.pdf?sfvrsn=90b1d288_1