2219 search results for bridge inspection

Special Provisions Workbook FY 2024-25

44737915201-PLANS-03-SIGNALIZATION

/Implemented/SpecBooks for Road and Bridge Construction at the following website: Florida Department, Standard Plans for Bridge Construction are included in the Structures Plans following website: http, are available at the Bridge Construction and applicable Interim Revisions (IRs). Florida Department, BR#130002 MP 4.032 - MP 4.065 BR#130053 MP 2.617 - MP 3.038 BRIDGE LIMITS: MP 2.143 - MP 2.181, THE FINAL INSPECTION, SEND A WRITTEN REQUEST 8. DAYS PRIOR TO SCHEDULING THE FINAL INSPECTION. RECORD

CH 6_redline_2025-02

are unique. TA funds cannot be used for road resurfacing. Bridge replacement or “BRZ” funds cannot be used outside the limits of the bridge. • Ensure the grant agreement scope captures all intended, by review of deliverables and/or field inspections. Status report submittals occurring more often

CHAPTER 6

for road resurfacing. Bridge replacement or “BRZ” funds cannot be used outside the limits of the bridge. • Ensure the grant agreement scope captures all intended activities and related costs. Adding, of deliverables and/or field inspections. Status report submittals occurring more often than quarterly

2026FDM120DsnSubmtls

are made in alignment, grade, or typical section. Bridge Geotechnical Report D) Surveying and Mapping, & assumptions Bridge Hydraulics Report Request drainage design Request final drainage review Permit, , especially for large areas such as drainage maps . Drainage design survey data from site inspection, , and drainage design. (5) Bridge data sheet surveys, channel alignment survey data, and bathymetric data, ditches • Border and clear zone • Bicycle and pedestrian facilities • Bridge traffic railings

FM 452567-1 Final RRR Scoping Report

: Urban Principal Arterial Other  Context Classification: C3R-Suburban Residential  Bridge No(s, , 4.1.2 Minor Bridge Design, 7.1 Signing, Pavement Marking, & Channelization, 7.2 Lighting, 7.3, for Bridge No. 870950 (southbound) include upgrading the existing guardrail connections to meet current, traffic railing along the west side of Bridge No. 870950. In addition, replacement of the bridge, composed of three (3) typical sections: two roadway sections and one bridge section. The existing

Chapter 1: The Role of Rail in Statewide Transportation

of the FDOT Rail Bridge Program to execute the inspection, maintenance, repair, replacement, .................................................................................... 13 1.4.5 FDOT Rail Bridge Program, Program 1.4.5 FDOT Rail Bridge Program A developing program, the goal of the FDOT Rail Bridge, criteria for the identification, inspection, maintenance, design, and construction for FDOT’s rail bridges. The program is in the process of establishing a statewide Rail Bridge Management Plan

Design Standards 2008 Interim

– Dated 07/01/09: Added note for bridge name plate as note 2. 410 1 of 22 410.pdf CONCRETE BARRIER, to "Special Height Bicycle Railing". 851 1-2 of 2 851.pdf BRIDGE PEDESTRIAN/BICYCLE PICKET RAILING, of 2 861.pdf BRIDGE PEDESTRIAN/BICYCLE PICKET RAILING (ALUMINUM) - Dated 01/01/08: Changed, RAILING/SOUND BARRIER (8'-0") - Dated 01/01/09: Changed NAME, DATE AND BRIDGE NUMBER note, and "Ribbed, 17328.pdf TYPICAL SIGNING FOR TRUCK WEIGH AND INSPECTION STATIONS – Dated 07/01/08: Weigh

E8V47BidTabs

: 0005 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870170 (705.000) SF (LS, OF EXISTING STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870171 (1260.000) SF (LS) 375,500.00000, /BRIDGES 44411115201 BRIDGE ID 870172 (731.000) SF (LS) 325,500.00000 325,500.00 1,000,000.00000, BRIDGE ID 870180 (1180.000) SF (LS) 375,500.00000 375,500.00 1,000,000.00000 1,000,000.00, STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870381 (708.000) SF (LS) 325,500.00000 325,500.00 500,000.00000

I-95 TCMP Master Plan report_Final_December 2020

..............................................................................................5-1 CR 708 / Bridge Road, Bridge Road Interchange (Martin County, Figure 4-3 –Proposed Typical Section - CR 708 / Bridge Road below I-95................................................4-8 Figure 4-4 –Proposed Typical Section - CR 708 / Bridge Road, Figure 4-9 –Proposed Typical Section - SR 76 / Kanner Highway-Bridge over the South Fork

Special Provisions Workbook FY 2023-24

Special Provisions Workbook January 2022

Special Provisions Workbook July 2021

FDOT_RSP_CH 2_ADA (Oct)

in Eustis, through a milepost equation at the Eustis Canal Bridge where milepost ASD 817.0

Workbook

) to: 5-1.1, 5-2, 5-7.6 SP0050501LS Lump Sum Projects INSPECTION. (REV 2-10-94) (1-10) Change(s) to: 5-9.1. SP0050901 Long bridge jobs (1500 feet or longer); modify to suit January 2010 Workbook…..5, ) Change(s) to: 455-5, 455-7.2, 455-7.8, 455-11, 455-12. SP4550510A All Bridge projects with square, Bridge projects with square, prestressed concrete pile foundations, without test piles, ) to: 450-10.3.2.3. SS4501003 All Jobs 452 PRECAST SEGMENTAL BRIDGE CONSTRUCTION. (REV 6-4-07

D6-03-27-2025BSN

consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, ’s Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized, - ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction and the Special, Total Bridge Length: 0.000 Miles Letting Date: 03/27/25 Total Proposal Length: 2.432 Miles Contract, /A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting

Workbook-114FINAL

INSPECTION. (REV 2-10-94) (1-14) Changes to: 5-9.1. SP0050901 Long bridge jobs (1500 feet, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS for ROAD and BRIDGE CONSTRUCTION JANUARY, and less than 2,000 tons of asphalt - Streamline Lump Sum. Do not use with SP0040100LS. For bridge, not use with SP0040100. For bridge repair/rehab projects, contact the District Construction Engineer, of asphalt - Streamline Lump Sum. Do not use with SP0090103LS. For bridge repair/rehab projects

Workbook-114REDLINE

OF TRANSPORTATION STANDARD SPECIFICATIONS for ROAD and BRIDGE CONSTRUCTION JULY 2013 JANUARY 2014 WORKBOOK, of asphalt - Streamline Lump Sum. Do not use with SP0040100LS. For bridge repair/rehab projects, - Streamline Plan Quantity. Do not use with SP0040100. For bridge repair/rehab projects, contact, , 5-2, 5-7.6 SP0050501LS Lump Sum Projects INSPECTION. (REV 2-10-94) (1-131-14) Changes to: 5-9.1. SP0050901 Long bridge jobs (1500 feet or longer); modify to suit July 2012January 2014

3460100ind

Environment (1) Bridge Superstructures Precast Superstructure and Prestressed Elements Type I or Type, IS Type II, Type IL, or Type IT or Ternary Blend Bridge Substructures, Drainage Structures, II (Bridge Deck), Class III, Class IV, Class IV (Drilled Shaft), Class V, Class VI, and Class VII, ) 3,000 0.53 8 I (Pavement) (1) (5) 3,000 0.50 1.5 or 3 II (3) 3,400 0.53 3 (2) II (Bridge, Aggressive I (Seal) (1) , I (Pavement) (1) , and II, 470 II (Bridge Deck), III (2) , IV, IV

fdot-bed49-977-03-rpt

. FDOT Cracked Concrete Treatment Selection (Concrete Structures Other Than Bridge Decks, ) . . . . . . . . . . . . . . . . .......... 14 Table 5. FDOT Cracked Concrete Treatment Selection (Bridge Decks) (Abbreviations and Footnotes, cracked bridge decks. The advantages of using a polyurethane resin are the fast-curing time, little odor, suitable for cracked reinforced concrete bridge girders or when a major portion of a member must, , bridge decks and parking structures can be repaired using either a bonded overlay or surface