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D4-04-04-25BSN

consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, -online- ordering/bidder-assist.shtm Standard Specifications for Road and Bridge Construction, Total Bridge Length: 0.207 Miles Letting Date: 04/04/25 Total Proposal Length: 0.621 Miles, , Arrow Board, PCMS, signalization, traffic detection, barricade), monitor structures (inspection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/apr04/d4-04-04-25bsn.pdf?sfvrsn=896ffb2a_1

PublicHearing_FLAGLER COUNTY_Summary_2024-2028

$442,750 447118-1 - SR 5/US 1 OVER PELLICER CREEK BRIDGE REPLACEMENT Type of Work: BRIDGE, for Project 447118-1 $11,361,644 447865-1 - I-95 FLAGER WEIGH STATION - INSPECTION BARN UPGRADES Type, Total for Project 450265-1 $220,000 $1,004,080 450266-1 - PEDESTRIAN / MULTI-USE BRIDGE OVER US1, 2026 2027 2028 Bridge/Roadway/Contract Maintenance State $256,272 Total for Project 244172-1, 2028 Bridge/Roadway/Contract Maintenance State $84,408 $86,940 $89,548 $97,072 Total for Project

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_flagler-county_summary4f0453b2f0404315ad9f23c0e730fae8.pdf?sfvrsn=9c44104f_4

0010003SS

for the proposed work. Bridge. Astructure,includingsupports, faces of end supports. A multiple-span box culvert is considered a bridge, where the length, . Inspector. AnauthorizedrepresentativeoftheEngineer,assignedtomake official inspections, i c a t i ons: “ S t a n dard Specifications for Road and Bridge Construction” a bound book

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0010003ss.pdf?sfvrsn=c9960c7b_0

01_ALL COUNTIES_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE

- ALACHUA Type of Work: ROUTINE MAINTENANCE Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway, CLEANING Type of Work: ROUTINE MAINTENANCE Phase Funding Source 2027 2028 2029 2030 2031 Bridge, 2028 2029 2030 2031 Bridge/Roadway/Contract Maintenance State $100,000 $100,000 $100,000 $100,000, Bridge/Roadway/Contract Maintenance State $1,492,006 $1,536,767 $1,582,870 Total for Project, : ROUTINE MAINTENANCE Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway/Contract

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/01_all-counties_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=5dccc6b_1

01_ALL COUNTIES_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE

: ROUTINE MAINTENANCE Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway/Contract Maintenance, : ROUTINE MAINTENANCE Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway/Contract, Bridge/Roadway/Contract Maintenance State $100,000 $100,000 $100,000 $100,000 $100,000 Total, REPLACEMENT Type of Work: FIXED CAPITAL OUTLAY Phase Funding Source 2027 2028 2029 2030 2031 Bridge, 2031 Bridge/Roadway/Contract Maintenance State $175,000 $175,000 $175,000 Total for Project

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/01_all-counties_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=93cc012e_1

19-15-Nolan-PostInstalledAnchors

, prestressed concrete design, and bridge design specification development. Bio Incoming Chair, of ASCE-Structural Engineering Institute, Bridge Engineering Institute, and fib (International, and the AASHTO Bridge Design Specifications. This presentation will provide current state-of-the- practice, for sustained load application. • Post-installation inspection failure by not identify anchorage, that was not recommended for sustained load application. • Post-installation inspection failure

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-15-nolan-postinstalledanchors.pdf?sfvrsn=bb477e57_1

SS3460000

BRIDGE SUPERSTRUCTURES Component Slightly Aggressive Environment Moderately Aggressive Environment, ,TypeII,Type IP,orTypeIS TypeII(MH) BRIDGE SUBSTRUCTURE, DRAINAGE STRUCTURES AND OTHER STRUCTURES All, . ForClassIandClassII,excludingClass II (Bridge Deck), the coarse and fine aggregate gradation requirements set, concrete. At the direction of the Engineer, excavate the drilled shaft for inspection. Obtain, . Produce the flowing concrete batches at slumps between 7.5 inches to 10.5 inches. Perform inspection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss3460000.pdf?sfvrsn=f1ecf3ce_0

2024FDMPart1

………………………………………. Select Status (10) Existing Bridge Inspection Report………………………… Status Select (11) Existing, Form 121-A Form 121-A Bridge Development Report Submittal Checklist Project Name Financial, STATUS (b) (1) Typical Sections for Roadway and Bridge (a) ….…………. Select Status (2) Roadway Plans in Vicinity of Bridge (a) ….………………... Select Status (3) Maintenance of Traffic Requirements (a) ….…………….… Select Status (4) Bridge Hydraulics Report (c) ….…………………………….. Select Status (5

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmpart1.pdf?sfvrsn=d253b296_1

Standard Plans - FY 2021-22

, and other important information. Skip to Standard Plans for Bridge Construction Last Updated, 353-001 Concrete Slab Replacement 308 SPI 370-001 Bridge Approach Expansion, Drain 206 SPI 440-001 Underdrain 286 SPI 440-002 Underdrain Inspection Box, Construction Miscellaneous 508-T01 Traffic Control Devices for Movable Span Bridge Signals, Post Bridge Mounted Sign Support 11870 SPI 700-013 Single Post Median Barrier

https://www.fdot.gov/design/standardplans/2022/default.shtm

Standard Plans - FY 2022-23

, and other important information. Skip to Standard Plans for Bridge Construction Last Updated, SPI 370-001 Bridge Approach Expansion Joint Concrete Pavement With Special Select Soil Base, Inspection Box 245 443-001 French Drain 285 SPI 443-002 Skimmers, Construction Miscellaneous 508-T01 Traffic Control Devices for Movable Span Bridge Signals, 11861 SPI 700-012 Single Post Bridge Mounted Sign Support 11870 SPI 700-013

https://www.fdot.gov/design/standardplans/2023/default.shtm

2025 FDOT Environmental Emergency Guidance_final

Damage Inspection Report, , or replacement of any road, highway, bridge, tunnel, or transit facility (such as a ferry dock or bus, and Inspection and maintenance; generator placement alone does not qualify) in order to be eligible, for removal of drift piling up on bridges • Placing riprap around piers and bridge abutments, . Preparing a Detailed Damage Inspection Report The damage assessment team prepares a Detailed Damage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/2025-fdot-environmental-emergency-guidance_final.pdf?sfvrsn=6847e36c_1

PublicHearing_DISTRICTWIDE_Summary

Maintenance State $525,000 Total for Project 243844-1 $525,000 244932-1 - BRIDGE INSPECTION OFF, INSPECTION ON FEDERAL AID SYSTEM BY CONSULTANT Type of Work: BRIDGE-ROUTINE MAINTENANCE Phase, INSPECTION Type of Work: RAIL SAFETY PROJECT Phase Funding Source 2026 2027 2028 2029 2030, BRIDGE REHABILIATION PE Type of Work: PRELIMINARY ENGINEERING Phase Funding Source 2026 2027 2028 2029, Total for Project 453112-2 $5,000,000 $5,000,000 453709-1 - STRUCTURES MAINTENANCE MISCELLANEOUS BRIDGE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_districtwide_summaryde6fb613-80d3-44f3-b716-9a8762c75fc4.pdf?sfvrsn=881b7702_2

LAP3440000-122FHWA

(Pavement) 3,000 0.50 470 1.5 or 3 (5) II (1) 3,400 0.53 470 3 (2) II (Bridge Deck) 4,500 0.44 600, to 6.0 470 0.50 II 3,400 3 ± 1.5 1.0 to 6.0 470 0.53 II (Bridge Deck) 4,500 3 ± 1.5 1.0 to 6.0 611, to the Engineer how quality will be ensured at the project site. During random inspections, the Engineer, of the scale company representative, date of inspection, observed deviations from quantities checked, (2) I (Pavement) 3,000 0.50 470 1.5 or 3 (5) II (1) 3,400 0.53 470 3 (2) II (Bridge Deck

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/fhwa/lap3440000-122fhwa.pdf?sfvrsn=5e20e8ea_2

1974-Self&Bollmann-RESULTS_OF_THE_STATIC_LOAD_TESTS_CONDUCTED_ON_SUNSHINE_SKYWAY_BEAMSxx

RESULTS OF THE STATIC LOAD TESTS CONDUCTED ON THE SUNSHINE SKYWAY BRIDGE GIRDERS, quickly fell off to At 101 kips 66 kips with rapid increase in deflection. Later inspection, removed from the skyway bridge this one showed the most extensive corrosion. One side of the lower, kips. Later inspection revealed a brittle fracture of the draped bar at the load point, locations minimum. Thorough, periodic visual inspections of the girders should reveal those girders

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/final-reports/2025/1974-self-bollmann-results_of_the_static_load_tests_conducted_on_sunshine_skyway_beamsxx.pdf?sfvrsn=6cd68cdc_1

E6P12

Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 06240125 Call Order: 005 Proposal: E6P12 District:06 Counties: MIAMI-DADE Road Name: SR 9A/I-95 SOUTHBOUND SOUTH OF NW 6 STR OVERHEAD SIGNING Limits: 87270000 Project(s): 44480015201(*) Federal Aid No: N/A Total Roadway Length: 0.031 Miles Contract Days: 90 Total Bridge Length: 0.000 Miles, 600.000 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING (44480015201) LS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/jan25/e6p12.pdf?sfvrsn=a3f7be6e_1

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