2219 search results for bridge inspection
T401 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_2DB-Boilerplate 1-19
-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including supports, box culvert is considered a bridge, where the length between the extreme ends of the openings exceeds, as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, force, and construction phases, and in some cases construction engineering and inspection, into a single Contract, 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/2019/january-2019/design-build/db-boilerplate-1-19ea044dd864064d2a96a0149c529dc7ec.pdf?sfvrsn=35d06d7a_77-18-DB-Boilerplate
-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including supports, culvert is considered a bridge, where the length between the extreme ends of the openings exceeds, as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, force, and construction phases, and in some cases construction engineering and inspection, into a single Contract, 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/2018/july-2018/design-build/7-18-db-boilerplate.pdf?sfvrsn=96d4e0a1_3Design 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_2Design Build 1-21
-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including supports, box culvert is considered a bridge, where the length between the extreme ends of the openings exceeds, as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, force, and construction phases, and in some cases construction engineering and inspection, into a single Contract, 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/2021/january-2021/design-build/design-build-1-21.pdf?sfvrsn=c32e042f_7DB-Boilerplate 7-20
-Build Firm submitting a proposal for the proposed work. Bridge. A structure, including supports, box culvert is considered a bridge, where the length between the extreme ends of the openings, as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, force, and construction phases, and in some cases construction engineering and inspection, into a single Contract, 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/2020/july-2020/design-build/db-boilerplate-7-20.pdf?sfvrsn=95c90bc0_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_0fdot-bed65-rpt
on the skew bridge a nd cross-frame connections, selection of candidate bridges in Florida, of the AASHTO Bridge Design Specifications (2024) include Half-Round Bearing S tiffeners (HRBS) that can provide improvements in connections between cross-frame or diaphragms in steel bridge systems, of the bridge deserving closer study is at interior supports of continuous bridges where the upper, of the literature on the skew bridge and cross-frame connections, ii) evaluation of plans of existing bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/final-reports/2025/fdot-bed65-rpt.pdf?sfvrsn=635fd43a_1E3W23Addendum009
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.shtm1-18-DB-Boilerplate
work. Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length, structure not classified as a bridge that provides an opening under the roadway. Delay. Any, and inspection, into a single Contract. Design-Build Firm. Design-Build Firm means any company, firm, , assigned to make official inspections of the materials furnished and of the work performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/design-build/1-18-db-boilerplate.pdf?sfvrsn=2508cb9_17-17-DB-Boilerplate-2-27-17
work. Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length, structure not classified as a bridge that provides an opening under the roadway. Delay. Any, and inspection, into a single Contract. Design-Build Firm. Design-Build Firm means any company, firm, , assigned to make official inspections of the materials furnished and of the work performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/design-build/7-17-db-boilerplate-2-27-17.pdf?sfvrsn=5ac8273b_12023FloridaGreenbookRulemaking
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_9Chapter_10
that they can be removed and re-attached for inspection of the hard hat. Any other types of stickers, life jacket or buoyant work vest. Inspection is r equired prior to and after each use for defects, for the inspection, maintenance, and testing of portable fire extinguishers located in Department facilities, and Loss Prevention Manual (A) Inspection - Monthly documented inspection of portable fire, use inside any office, crew room, bridge tender’s office, warehouse, or any other indoor area
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/industrialsafety/chapter_10.pdf?sfvrsn=358bc67f_1E3W23Addendum007
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_1E3W23Addendum011
and Inspection Reports Bridge Inspection Report (January 2018) Existing Bridge Plans (1963) Fender, : 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, . Construction Engineering and Inspection, (SP4550000DB) Value Added Bridge Component (DEV475) Road Weather Information System (RWIS) (DEV 688
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum011.pdf?sfvrsn=dd94df8_1