1780 search results for bridge inspection
0010300-122origind
, firm, or corporation submitting a proposal for the proposed work. Bridge. A structure, including, -span box culvert is considered a bridge, where the length between the extreme ends of the openings, . Any structure not classified as a bridge that provides an opening under the roadway. Delay. Any, of the Engineer, assigned to make official inspections of the materials furnished and of the work, : “Standard Specifications for Road and Bridge Construction” an electronic book, applicable to all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/0010300-122origind.pdf?sfvrsn=e419aa49_27-11DBBoilerplate-6-20-11
submitting a proposal for the proposed work. Bridge. A structure, including supports, erected, is considered a bridge, where the length between the extreme ends of the openings exceeds 20 feet, to as a Critical Activity. Culverts. Any structure not classified as a bridge that provides, , and in some cases construction engineering and inspection, into a single Contract. Design-Build, inspections of the materials furnished and of the work performed by the Contractor. Laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/july-2011/design-build/7-11dbboilerplate-6-20-11.pdf?sfvrsn=374a086d_04620100.origind
Design, AASHTO LRFD Bridge Design Specifications Section 5, and is equivalent to or greater than, inspection and verification that no voids or bleed are present in the tendon mockups after grouting, and inspection. SUBARTICLE 462-7.4.2 is deleted and the following substituted: 462-7.4.2 Flexible Filler, , repairs, and inspections in the presence of the Wax Filler Injection Foreman, Wax Filler Injection QC, . Procedure for inspecting the PT system after wax injection, filling voids created by inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4620100.origind.pdf?sfvrsn=72baf7aa_04550503.FHWA
of the shaft inspection device, if applicable. 15. Details of environmental control procedures, to a deeper depth. Provide equipment capable of constructing shafts supporting non-bridge structures, be satisfactorily removed prior to inspection and prior to placing concrete. Use the wet construction method, will not allow polymer slurries during construction of drilled shafts for bridge foundations. Use, will require drilled shaft sidewall overreaming when inspections show it to be necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4550503.fhwa.pdf?sfvrsn=af048eff_0FDOT CBI Team Leaders
. If you are not currently listed as active, and have taken a qualified bridge inspection refresher, Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration CBI 0025, www.fdot.gov Page 1 of 8 Certified Bridge Inspector List CBI 0348 David Scott Hamilton No No 6/1/2024, of 8 Certified Bridge Inspector List CBI 0417 Natalie Rodriguez No Certified8/1/2024 CBI 0419, 0497 William Ryan Certified No 6/1/2024 11/8/2023 www.fdot.gov Page 3 of 8 Certified Bridge Inspector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/fdot-cbi-team-leaders.pdf?sfvrsn=e3938b0_12023 District One Letting and Project Information
Proposal ID County Major Work Type Addendum E1V14 Manatee Bridge Repair/Rehabilitation E1V10 Sarasota, Major Work Type Addendum E1V18 Highlands Resurfacing E1V21 Sarasota R&R Major Bridge Over Water E1W26-R0 Manatee Road and Bridge Sweeping E1W27 Districtwide Single Post Sign Repair and Replacement, Work Type Addendum E1V12 MOVED TO MAY 18, 2023 LETTING 1, 2 E1W29-R0 Lee BDIRoad and Bridge, Reconstruction, Guardrail Remove and Replace 1 E1W35-R0 Lee Roadway and Bridge Sweeping
https://www.fdot.gov/contracts/district-offices/d1/lettings/2023/2023-district-one-letting-and-project-information0070702Admin.FHWA
Overloaded Equipment: Do not operate on any road, street or bridge including a Department owned temporary bridge, any hauling unit or equipment loaded in excess of: (1.) the maximum weights specified, weight limits legally established and posted for any section of road or bridge by the Department or local authorities. The governmental unit having jurisdiction over a particular road or bridge may, is deleted and the following substituted: 7-7.5 Contractor’s Equipment on Bridge Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0070702admin.fhwa.pdf?sfvrsn=4c2442b6_0D3-02-13-25BSN
of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications, and Bridge Construction. Insurance companies must be authorized to do business in the State of Florida, Specifications for Road and Bridge Construction and the Special Provisions for instructions for submission, District:03 Counties: BAY Road Name: - BRIDGE-REPAIR/REHABILITATION Limits: 46040000 Project(s): 45102815201(*) Federal Aid No: N/A Total Roadway Length: 0.062 Miles Contract Days: 60 Total Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/d3-02-13-25bsn.pdf?sfvrsn=b345a51d_1E8U30
/A Total Roadway Length: 16.107 Miles Contract Days: 1143 Total Bridge Length: 0.092 Miles Letting Date, Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43366315201 BRIDGE ID 750962) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43366315201 BRIDGE ID 750963) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 1,896.200 0400- 2- 10 CONCRETE CLASS II, APPROACH SLABS CY 1,010.100 0400- 4- 1 CONCRETE CLASS IV, CULVERTS CY 459.100 0400- 4- 5 CONCRETE CLASS IV, BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/mar12/e8u30.pdf?sfvrsn=ebf44284_10070702Admin.impl
,streetorbridgeincludinga Department owned temporary bridge, any hauling unit or equipment loaded in excess, or bridge by the Department or local authorities. Thegovernmental unit having jurisdiction over a particular road or bridge may provide exceptions by special permit under the provisions of 7-7.3, . SUBARTICLE 7-7.5 is deleted and the following substituted: 7-7.5 Contractor’s Equipment on Bridge Structures: The Contractor’s Engineer of Record shall analyze the effect of imposed loads on bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0070702admin.impl.pdf?sfvrsn=9bd3b5c_0Design Build 1-21
a proposal for the proposed work. Bridge. A structure, including supports, erected over a depression, 20 feet between the inside faces of end supports. A multiple-span box culvert is considered a bridge, as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, and construction phases, and in some cases construction engineering and inspection, into a single Contract, . An authorized representative of the Engineer, assigned to make official inspections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/design-build-1-21.docx?sfvrsn=c32e042f_6Design Build Boilerplate
a proposal for the proposed work. Bridge. A structure, including supports, erected over a depression, 20 feet between the inside faces of end supports. A multiple-span box culvert is considered a bridge, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, and construction phases, and in some cases construction engineering and inspection, into a single Contract, . An authorized representative of the Engineer, assigned to make official inspections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/design-build/db-boilerplate-7-20.docx?sfvrsn=3bca4656_2E3W23Addendum009
Bay County Artificial Reef Information Existing Bridge Plans and Inspection Reports Bridge Inspection Report (January 2018) Existing Bridge Plans (1963) Fender Replacement (2016) Dupont Bridge, : E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019, supplemental specs Concept plans revision 5 I. Introduction, SR 30 (US 98) Bridge Replacement of St, of the Existing Bridge Superstructure and Substructure Clarified regrading requirements I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum009.pdf?sfvrsn=b9b4fcdd_1Design Standards eBook FY 2016-17
DGN 241 Skimmers for Frenchdrain Outlets DGN 245 Errata Underdrain Inspection Box, Pavement Joints DGN 306 Bridge Approach Expansion Joint - Concrete Pavement DGN 307, Bridge Railings (Narrow & Recessed Curbs) IDS DGN 405 Guardrail Transitions - Existing Post & Beam Bridge Railings (Wide Curbs) IDS DGN 410 DSR Concrete Barrier Wall DGN 411 DSR Pier, DGN 803 Cantilever Slide Gate - Type B Fence DGN 810 Bridge Fencing (Vertical) IDS DGN
https://www.fdot.gov/roadway/ds/17/stds.shtmDesign Standards eBook FY 2017-18
Skimmers for Frenchdrain Outlets DGN 245 Underdrain Inspection Box DGN 250 Straight, Pavement Joints DGN 306 Bridge Approach Expansion Joint - Concrete Pavement DGN 307, & Beam Bridge Railings (Narrow & Recessed Curbs) IDS DGN 405 Guardrail Transitions - Existing Post & Beam Bridge Railings (Wide Curbs) IDS DGN 410 Concrete Barrier Wall DGN 411 Pier, 803 Cantilever Slide Gate - Type B Fence DGN 810 Bridge Fencing (Vertical) IDS DGN
https://www.fdot.gov/roadway/ds/18/stds.shtmT401 Restoring Spalled Concrete Using Concrete (6-8-23)
an inspection to locate and document spalled, cracked, and/or unsound concrete to be repaired prior, are to be determined based on the Contractor’s inspection as indicated in 401-1.1, the Department, prices. When the quantities are determined based on the Contractor’s inspection, the work, based on the above inspection for Engineer’s approval. Perform the inspection by sounding the concrete within the areas indicated in the Plans. Include in the inspection survey all areas already
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/tsp-library/t401-restoring-spalled-concrete-using-concrete-(6-8-23).docx?sfvrsn=ee0adc1d_22023FloridaGreenbookRulemaking
of the facility. Bridge A structure, including supports, erected over a depression or an obstruction, , bridge decks and necessary incidental work to extend the structural integrity of these features
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2023/2023floridagreenbookrulemaking.pdf?sfvrsn=b48a7760_42023FloridaGreenbookRulemakingDraftAWatermark
provides space for construction and maintenance of the facility. Bridge A structure, including, ". Resurfacing Work to place additional layers of surfacing on highway pavement, shoulders, bridge decks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2023floridagreenbookrulemakingdraftawatermark.pdf?sfvrsn=22e1ea95_9E3W23Addendum007
Bridge Plans and Inspection Reports Bridge Inspection Report (January 2018) Existing Bridge Plans, NUMBER: E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019, County Artificial Reef Information I. Introduction, Demolition of the Existing Bridge, BAY ICWW BRIDGE NO. 460019 Bay County, FL Financial Projects Number(s): 442667-1-52-01, : . . . . . . .................................................................................. 5 0 U. Construction Engineering and Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum007.pdf?sfvrsn=f13446f_1E3W23Addendum010
County Artificial Reef Information Existing Bridge Plans and Inspection Reports Bridge Inspection, : E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019, FOR PROPOSAL for SR 30 (US 98) OVER ST ANDREWS BAY ICWW BRIDGE NO. 460019 Bay County, FL, and Inspection: . . . . . . . . ................................................... 5 1 V. Testing, Control General Requirements (SP1050813DB) Structures Foundations (SP4550000DB) Value Added Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum010.pdf?sfvrsn=b62092bd_1