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Bridge Maintenance Reference Manual
Bridge Maintenance Reference Manual, Bridge Maintenance Reference Manual DOCUMENTS, - 311 KB, Rev. Date 01-17-18 Chapter 1: Introduction to Bridge Maintenance Adobe PDF - 1.16 MB, Rev. Date 01-16-18 Chapter 2: Bridge Maintenance Management Adobe PDF - 1.75 MB, Rev. Date 01-16-18 Chapter 3: Bridge Anatomy Adobe PDF - 5.13 MB, Rev. Date 01-16-18 Chapter 4: Bridge Mechanics Adobe PDF, : Maintenance and Preservation Techniques for Bridge Decks and Slabs Adobe PDF - 6.97 MB, Rev. Date
https://www.fdot.gov/maintenance/divisions.shtm/structures/bmrm.shtmFlorida Department of Transportation - Office of Maintenance Bridge Info
Florida Department of Transportation - Office of Maintenance Bridge Info, Bridge Information Welcome The FDOT inspects all public highway bridges in the state of Florida and our bridge inventory ranks among the best, % of its structures meet its standard – a National Bridge Inventory (NBI) rating of 6 or above (see, , rehabilitation, or replacement. Beginning with the 1st Quarter extract for 2025 the Florida Bridge Information report includes the Performance Rating of each bridge. This is a rating based
https://www.fdot.gov/maintenance/divisions.shtm/structures/bridgeinfo.shtmFlorida Division SOP Change Order and Claims - Appendix B
ofthe road or bridge work. Example: replacing sewer leads that are not a result ofthe construction, of the road or bridge work. Example: replacing sewer leads that are not a result ofthe construction, fulfilltheintentoftheoriginalprojectdocuments. • MaintenanceofTrafficitemsforFederal-aidnon-participatingtimeextensions, . • Coststoattaingreaterverticalorhorizontalbridgeclearancethandeemednecessaryto fulfilltheintentoftheoriginalprojectdocuments. • MaintenanceofTrafficitemsforFederal, that should typically be considered maintenance work by the owner agency. Examples: trash removal, tree
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/lp/resources/faq/florida-division-sop-change-order-and-claims---appendix-b.pdf?sfvrsn=689256e2_1E1Y43
Item Description Unit Quantity Section 0001 Structures 0465- 20- MOVABLE BRIDGE- PREVENTATIVE MAINTENANCE & ROUTINE REPAIR LS 1.000 0465- 20- MOVABLE BRIDGE- PREVENTATIVE MAINTENANCE & ROUTINE REPAIR (45217215201 Bridge No. 170052) LS 1.000 0465- 20- MOVABLE BRIDGE- PREVENTATIVE MAINTENANCE, /A Total Roadway Length: 0.363 Miles Contract Days: 150 Total Bridge Length: 0.457 Miles Letting Date, cable replacements at Bridge Nos. 170052 & 170065 on SR 72 and Bridge No. 170061 on SR 758
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/sep17/e1y43.pdf?sfvrsn=6cfe5336_117_Bridges_and_Other_Structures_Rulemaking
local District Structures Maintenance Engineers to have a number assigned. 17.6 F Bridge Load Rating, of the bridge. The governmental entity having maintenance responsibility for any such bridge shall, rating summary and fillable form may be found on the FDOT’s Office of Maintenance, Bridge Load, on a bridge, the governmental entity having maintenance responsibility for the bridge shall load post, .............................................................................. Bridge Live Loads .................................................................................. 17
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_rulemaking.pdf?sfvrsn=6bd9774c_217_Bridges_and_Other_Structures_Redlines
local District Structures Maintenance Engineers to have a number assigned. 17.6 F Bridge Load Rating, of the bridge. The governmental entity having maintenance responsibility for any such bridge shall, rating summary and fillable form may be found on the FDOT’s Office of Maintenance, Bridge Load, on a bridge, the governmental entity having maintenance responsibility for the bridge shall load post, .............................................................................. Bridge Live Loads .................................................................................. 17
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_redlines.pdf?sfvrsn=462b1040_6Local Programs Manual 2025 - Chapter 24
projects are received by the Department. 24.2 BRIDGE INSPECTION AND MAINTENANCE The Department, Maintenance Chapter 24-3 bridge posting information to the local agency owner. The owner must also, 525-010-300 January 2007 Local Programs Manual Revised: January 2022 Maintenance Maintenance Chapter 24-1 CHAPTER 24 MAINTENANCE 24.1 OVERVIEW .............................................................................................................. 2 24.2 BRIDGE INSPECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/lp/manual/local-programs-manual-2025---chapter-24.pdf?sfvrsn=403464e9_1ProjectEditCheck43826215201
BRIDGES Bridge ID: 019006 Struc. Work Type: 1 - New Bridge Construction Bridge Type: 2 - Low Level Bridge (over water) Super Struc: 16 - Florida Slab Beam Bridge Length: 108.0000 Sub Struc. Type: 1 - Pile Bent Bridge Width: 14.0800 Struc. Location: W - Over Water Number of Spans: 2 Foundation, CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 23.700 0400- 4- 47 CONCRETE CLASS IV, CAST IN PLACE, - 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 10,133.000 0415- 1- 5 REINFORCING STEEL- BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27134/projecteditcheck43826215201.pdf?sfvrsn=a394abbe_12027FDM260BridgeStruct
clearance from the District Bridge Maintenance Engineer. At a minimum, steel superstructures must, Topic #625-000-002 FDOT Design Manual January 1, 2027 260 Bridge Structures 1 260 Bridge Structures 260.1 General The design criteria presented in this chapter apply to bridge structures, . 260.1.1 Partial Bridge Sections Criteria for new bridge structures regarding lanes, medians, and shoulders are illustrated in the following partial bridge sections, Figures 260.1.1 – 260.1.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2027/review/2027fdm260bridgestruct.pdf?sfvrsn=2b7bbe16_4E4Y95
MAINTENANCE & ROUTINE REPAIR (44969115201, Bridge No. 860038) LS 1.000 0465- 21- MOVABLE BRIDGE OPERATOR, BLVD BRIDGE OVER SOUTH FORK NEW RIVER (860038) - BRIDGE- REPAIR/REHABILITATION Limits: 86210000, Total Bridge Length: 0.078 Miles Letting Date: 10/09/26 Total Proposal Length: 0.156 Miles, under this Contract consist of, but are not limited to, the repair and rehabilitation of bridge #860038 SR 736/Davie Boulevard Bridge over the South Fork of the New River in Broward County. •PRE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2026/oct09/e4y95.pdf?sfvrsn=329b5fae_1BSigningPavementMarkingsandLighting
: REVISION LAST of STANDARD PLANS FY 2027-28 SHEET INDEX MAINTENANCE LIGHTING FOR BOX GIRDERS 07/01/14 1 2 715-240 2. For actual bridge section, see Structures Plans. 1. For Maintenance Light, power to no more than 1000' of bridge, preferably 500' on each side of the mini power power center, to, the following items: 1. Submit shop drawings to the Engineer detailing the layout of the maintenance lighting system for the entire structure. BOX GIRDER MAINTENANCE LIGHTING NOTES: 9 / 1 6 / 2 0 2 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2028/ser/bsigningpavementmarkingsandlighting.pdf?sfvrsn=3d224948_1OOM_20260826_Lawtey-Local-Agreement-291
) 10.65 787 Highway Lighting Maintenance Man-hours (MH) 10.65 805 Bridge Joint Repair Man-hours (MH) 10.65 806 Bridge Deck Maintenance & Repair Man-hours (MH) 10.65 810 Bridge Handrail, ) 10.65 865 Routine Bridge Mechanical Maintenance Man-hours (MH) 10.65 869 Movable Bridge Structural Maintenance Man-hours (MH) 10.65 888 Bridge Damage Repair Man-hours (MH) 10.65 896 Ferry Slip Maintenance & Repair Man-hours (MH) 10.65, 10.65 901 Bridge Inspection Man-hours (MH) 987
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Chapter 10 Maintenance and Resurfacing 10.1, .......................................................................................... Maintenance 10–1 10.2.1 B.1, Maintenance .................................................... 10–3 B.5.b Routine Maintenance .......................................................... 10–3 B.5.c Special Maintenance........................................................... 10–4 B.5.e Pavement Maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/10_maintenance_and_resurfacing_rulemaking.pdf?sfvrsn=c75f6fec_210_Maintenance_and_Resurfacing_Redlines
Chapter 10 Maintenance and Resurfacing 10.1, .......................................................................................... Maintenance 10–1 10.2.1 B.1, Maintenance .................................................... 10–3 B.5.b Routine Maintenance .......................................................... 10–3 B.5.c Special Maintenance........................................................... 10–4 B.5.e Pavement Maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/10_maintenance_and_resurfacing_redlines.pdf?sfvrsn=12a5c41_62027FDM121BrProjDev
to fixed bridge options (Ref: AASHTO Movable Bridge Inspection, Evaluation, and Maintenance Manual, 2 nd, acronyms and terminology as defined in AASHTO Movable Bridge Inspection, Evaluation, and Maintenance, . Roadway Plans: Preliminary roadway plans covering the bridge vicinity are required. Maintenance, in the Maintenance of Traffic Plan. Bridge Hydraulics Report and Bridge Hydraulics Recommendation, Topic #625-000-002 FDOT Design Manual January 1, 2027 121 Bridge Project Development 1 121
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2027/review/2027fdm121brprojdev.pdf?sfvrsn=df847f41_6Historical Item Averages Market Area 11
$385.60 $150,000.00 389.000 DA N MOVABLE BRIDGE- PREVENTATIVE MAINTENANCE & ROUTINE REPAIR 0465 21 1, $2,597.05 $9,601,310.07 3,697.000 DA N MAINTENANCE OF TRAFFIC 0102 2200 2 $147.27 $2,408,931.00, TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION 0102107 1 2 $9.33 $29,320.20 3,141.000 ED N TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 0102112 1 $169.30 $28,442.40 168.000 DA N EXISTING ITS MAINTENANCE 0102115 6 $.26 $6,107.25 23,753.000 ED N TYPE III BARRICADE 0102150 1 1
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Section 0001 Structures 0465- 20- MOVABLE BRIDGE- PREVENTATIVE MAINTENANCE & ROUTINE REPAIR (45217115201) LS 1.000 0465- 21- MOVABLE BRIDGE OPERATOR DA 110.000 0465- 71- 3 MOVABLE BRIDGE FUNCTIONAL CHECKOUT, PHASE C (45217115201) LS 1.000 0508- 4- MOVABLE BRIDGE ELECTRICAL EQUIPMENT, No: N/A Total Roadway Length: 0.405 Miles Contract Days: 110 Total Bridge Length: 0.405 Miles Letting, of submarine cable replacement. Located in Manatee County, Florida (13080), Bridge No. 130057 carrying SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/sep17/e1y42.pdf?sfvrsn=41af9518_12027FDM266BikePedBridge
266 Bicycle and Pedestrian Bridges 266.1 General A separate bicycle and pedestrian bridge may, Engineering firms must be technically pre-qualified with the Department in the appropriate bridge design, Substructure and/or foundation design [T + A] Work Type 4.1.2 - Minor Bridge Design, or other necessary work group based on substructure design Steel truss design T (Work Type 4.2.2 - Major Bridge, 4.2.2 - Major Bridge Design - Steel and other necessary work group based on substructure design
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CLASS IV, BRIDGE SUBSTRUCTURE CY 23.700 23.700 0400- 4- 47 CONCRETE CLASS IV, CAST IN PLACE TOPPING, 2.400 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 10133.000 10133.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 3841.000 3841.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS, 0455-143- 3 TEST PILES-PRESTRESSED CONCRETE,18" SQ LF 285.000 285.000 0458- 1- 11 BRIDGE DECK, 43826215201 Quantity Total 0101- 1- MOBILIZATION 43826215201 LS 1.000 1.000 0102- 1- MAINTENANCE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27134/438262-1_proposalsummaryofpayitems.pdf?sfvrsn=e0ac5f84_1OOM_20260923__EmergencyRoadUsePermitLetter_EmergencyOrder_26-05
are located on the Permit Office website at https://www.fdot.gov/maintenance/owodpermits.shtm . The hauler, . A. The maximum Gross Vehicle Weight for vehicles equipped with five (5) weight-bearing axles with outer bridge, thousand (90,000) pounds. Axle weight restrictions are as follows when operating under Bridge, are as follows when operating under Bridge Restriction Map TTT-2: Maximum twenty-five thousand (25,000) pounds, axles with outer bridge spans of not less than fifty-one (51) feet shall not exceed ninety-five
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/owodp/oom_20260923__emergencyroadusepermitletter_emergencyorder_26-05.pdf?sfvrsn=f190ee4c_1