2219 search results for bridge inspection
ExampleDSOS.v.2023.01.2
. . . . . . . . 47 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 11 STRUCTURES - TEMPORARY BRIDGE, 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE, 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 14 STRUCTURES - STRUCTURAL STEEL BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/scope/2023/2023/exampledsos-v-2023-01-2.pdf?sfvrsn=52d52cf8_1exampledsos-v-2023-01-2
. . . . . . . . 47 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 11 STRUCTURES - TEMPORARY BRIDGE, 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE, 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 14 STRUCTURES - STRUCTURAL STEEL BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/scope/exampledsos-v-2023-01-2.pdf?sfvrsn=133f9a24_1combinedpde-designscope-v-2022-02
STRUCTURES - BRIDGE DEVELOPMENT REPORT A-89 11 STRUCTURES – TEMPORARY BRIDGE A-92 12 STRUCTURES – SHORT SPAN CONCRETE BRIDGE A-93 13 STRUCTURES – MEDIUM SPAN CONCRETE BRIDGE A-95 14 STRUCTURES – STRUCTURAL STEEL BRIDGE A-98 15 STRUCTURES – SEGMENTAL CONCRETE BRIDGE A-102 16 STRUCTURES, AND ENVIRONMENT STUDY AND DESIGN SERVICES HIGHWAY AND BRIDGE/STRUCTURAL DESIGN This Exhibit forms, Description: [Insert Project Description] Bridge No(s).: 000000 Railroad Crossing No.: [Insert RR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/scope/combinedpde-designscope-v-2022-02.docx?sfvrsn=5d82bc77_12021 BOE Manual
are correctly reflected in the Phase I Estimate: Typical Section(s) Right of Way widths Bridge and Bridge Culvert lengths and widths Curb and/or Sidewalk preliminary lengths Drainage needs, Estimate: Typical Section(s) Right of Way widths Bridge and Bridge Culvert lengths and widths, Design-Build proposals’ pay items: Pay Item Description Unit Qty 0-50-4 Design / Build, Bridge Construction (123456-1-52-01) LS 1 0-50-4 Design / Build, Bridge Construction (123456-1-52-01) LS 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2021-boe-manual.pdf?sfvrsn=d7f6bfb3_13460100FHWA
Extremely Aggressive Environment (1) Bridge Superstructures Precast Superstructure and Prestressed, II, Type IP, or Type IS Type II, Type IL, or Type IT or Ternary Blend Bridge Substructures, ), Class II, Class II (Bridge Deck), Class III, Class IV, Class IV (Drilled Shaft), Class V, Class VI, (2) II (Bridge Deck) 4,500 0.44 3 (2) III 5,000 0.44 3 (2) IV 5,500 0.41 (4) 3 (2) IV, Aggressive Slightly Aggressive I (Seal) (1) , I (Pavement) (1) , and II, 470 II (Bridge Deck), III
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/3460100fhwa.pdf?sfvrsn=c3e07a79_1chgtab
and replaced with new one 5-13-05 8-18-05 1-06 1100600SS New SS. To specify the inspection, when Bridge Approach Expansion Joints are required. Usage note: 350; 2350 Items 2-3-04 2-4-04, a reference to Design Standards, Index, No. 306 (Bridge Approach Expansion Joint- Concrete Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/chgtab.pdf?sfvrsn=d1ab1d94_0Section 2.4 VII
), Construction Inspection and Approval, Subpart B – Quality Assurance Procedures for Construction, for Road and Bridge Construction, Florida Department of Transportation American Society for Testing, of the Standard Specifications for Road and Bridge Construction): 1. The polymer slurries to be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section-2-4-vii.pdf?sfvrsn=a5e215f3_2section2.4vii-100517
), Construction Inspection and Approval, Subpart B – Quality Assurance Procedures for Construction, for Road and Bridge Construction, Florida Department of Transportation American Society for Testing, of the Standard Specifications for Road and Bridge Construction): 1. The polymer slurries to be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section2-4vii-100517.pdf?sfvrsn=92cb21be_1MPOAC-SD-PowerPoint-1-27-22
Safety Ta rget Implementation Plan • Timber Bridge Inspection Training Under Development • High, , 2022) March 30, 2023 (on or before) MPOs establish 4-year targets bridge/pavement (PM2, Formula Funds $244.9 Million $198.1 Million BRIDGE FORMULA PROGRAM NAT I ONAL ELECTRIC VEHICLE, More Information Example Competitive Programs PROGRAMS AMOUNTS Bridge Investment Program (NEW, -capacity programs • Safety (HSP) • Bridge • Resurfacing Districtwide Estimates • TRIP (State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2022/mpoac-sd-powerpoint-1-27-22.pdf?sfvrsn=70183ba6_1Workbook_for_1-11_2-17-11
. (REV 3-15-02) (1-10) Change(s) 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, . SP4550510A All Bridge projects with square, prestressed concrete pile foundations, with test piles, , 455-11, 455-12, Usage Note. SP4550510B All Bridge projects with square, prestressed concrete pile, to 455-5.12.1, 455-11.15, 455-12.15, 455-12.16, Usage Note. SP4550512 All Bridge Projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/workbook_for_1-11_2-17-11.pdf?sfvrsn=31d4aabd_0D3460000.do
for a more aggressive environment may be substituted for a lower environmental condition. TABLE 1 BRIDGE, or TABLE 1 BRIDGE SUPERSTRUCTURES Component Slightly Aggressive Environment Moderately, IS, or Type IP(MS) Slag BRIDGE SUBSTRUCTURE, DRAINAGE STRUCTURES AND OTHER STRUCTURES Component, (Bridge Deck) 611[365] 0.44 III 611 [365] 0 . 4 4 III (Seal) 611[365] 0.52 IV 658 [390] 0 . 4 1, QC inspections on all phases of work. Ensure all materials and workmanship incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3460000.do6724b60d0e6043d5a3453a8e2fde63ba.pdf?sfvrsn=7789d8f3_02024FDMPart2DesignCriteria
for highway and bridge projects are based on established design controls for the various elements, - Design Controls 201 Design Controls 201.1 General Designs for highway and bridge projects, are where a narrow bridge exists and when the number of travel lanes increase or decrease. The FDOT, and vertical alignment • Embankments, slopes, and guardrail applications • Bridge width and roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdmpart2designcriteria.pdf?sfvrsn=a02fb0d5_20FGB Meeting Package September 2024
..............................................1-24 F.3.f Inspection and Evaluation, to promote overall transportation efficiency FD.3.f Inspection and Evaluation The actual operation, and Highways Planning and Land Development 1-25 Results of this inspection and evaluation program should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/fgb-meeting-package-september-2024.pdf?sfvrsn=a12fa306_1SS4520000
) PAGE490.ThefollowingnewSectionisaddedafterSection451: PRECASTSEGMENTAL BRIDGE CONSTRUCTION d/or ith the design, dimensions and details shown, 4ualificationRequirementsforSuper 452-3Definitions. Thefollowing definitions apply to segmental bridge, the advancing cantilever between bination of the theoretical bridge geometrical profile grade, alignment, cell or bed for achieving the theoretical bridge profile and alignment after all the final, casting curves continuous layout of an entire unit of the bridge between expansion joints. Maintain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4520000.pdf?sfvrsn=2fd15b09_02026FDMPart2DesignCriteria
Designs for highway and bridge projects are based on established design controls for the various, 201 Design Controls 201.1 General Designs for highway and bridge projects are based, a narrow bridge exists and when the number of travel lanes increases or decreases. The FDOT Standard, alignments • Embankments, slopes, and guardrail applications • Bridge width and roadway shoulders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdmpart2designcriteria.pdf?sfvrsn=686a33be_8Chapter1s2
& Bridge Construction 1.2.4 Scope This document was created to assist the District Scheduling Engineer and/or the Construction Consultant Engineering and Inspection services in establishing contract, sensitivity and public awareness. 8. Cost of Construction & Engineering Inspection (CEI) activities. Many, of the activities that occur in highway/bridge construction projects. Production rates for all possible, , pavement markings, bridge or other maintenance. Level 2: Project has general public acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter1s2.pdf?sfvrsn=8a6b64f1_10E1Y06-R0BidTabs
) 5.000 EA 50.00000 250.00 1.00000 5.00 100.00000 500.00 0235 E536306501 END ANCHOR ASSEM BRIDGE, ANCHOR ASSEM BRIDGE (REPL TIMBER FILL BLOCK) 5.000 EA 20.00000 100.00 0.01000 0.05 20.00000 100.00, CUSHION STANDARD PERIODIC INSPECTION TYPE I & II 2.000 EA 100.00000 200.00 0.01000 0.02 250.00000, E536306501 END ANCHOR ASSEM BRIDGE (REPL SPECIAL END SHOE) 5.000 EA 1.00000 5.00 0240 E536306503 END ANCHOR ASSEM BRIDGE (REPL TIMBER FILL BLOCK) 5.000 EA 30.00000 150.00 0245 E536308501 END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/sep18/e1y06-r0bidtabs.pdf?sfvrsn=b7eb14fd_1450726-1_Stage2_ScopeOfServices_2024-02-08
ENGINEERING SERVICES HIGHWAY AND BRIDGE/STRUCTURAL DESIGN This Exhibit forms an integral part, Project Description: SR 45 (US 41) FROM N OF PONDELLA RD TO N OF SR 78 Bridge No(s).: N/A Railroad, Inspection (CEI) representatives for inspection and final acceptance of the project. The CONSULTANT shall, with Section 373.4137, Florida Statutes. 2.6 Structures (Activities 9 - 18) [Describe] Bridge: No. Bridge Number Length Description 1 2 Type of Bridge Structure Work ·BDR (Activity 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/450726-1_stage2_scopeofservices_2024-02-08.docx?sfvrsn=1599ce59_1D4300000
. The Engineer may require further testing of the pipe as a result of the inspection. If so directed, actual mean diameter of the pipe at final inspection shall be replaced at no cost to the Department, of the certified actual mean diameter of the pipe at final inspection shall be replaced at no cost, bridge work which is performed by the railroad’s forces, as billed to him by the railroad, less
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d4300000.pdf?sfvrsn=a7d46ac1_0D4300000.do
. The Engineer may require further testing of the pipe as a result of the inspection. If so directed, . Pipe deflected 5% or more of the certified actual mean diameter of the pipe at final inspection, inspection shall be replaced at no cost to the Department. 430-11 Method of Measurement. 430-11.1 New, trestle bridge work which is performed by the railroad’s forces, as billed to him by the railroad
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4300000.do.pdf?sfvrsn=7fdef388_0