Morbihan Swing Bridge.pdf
PDF 106 KB Posted
- Attached to
- DOTD Bridge Grid Deck(Morbihan)(D03)
- Solicitation number
- 3000026802
- Issued by
- Lafayette Parish, Louisiana
About this file
Summary: Morbihan Swing Bridge Project Documentation
This file contains project documentation for the DOTD Bridge Grid Deck project in Morbihan, Louisiana, related to a swing bridge infrastructure initiative under the Louisiana Department of Transportation and Development (DOTD). The project involves the repair, rehabilitation, or replacement of the grid deck system for the Morbihan Swing Bridge, a critical transportation infrastructure component. The documentation outlines the scope of work required to address existing conditions of the bridge deck, including structural assessment, engineering analysis, and construction specifications necessary to restore the bridge to operational standards or extend its service life.
The project documentation provides technical specifications, engineering drawings, and performance requirements for bidders to evaluate the complexity and cost associated with the grid deck work. Pricing terms, contract duration, and funding mechanisms through DOTD capital improvement or maintenance budgets are established within the procurement framework. The project represents a standard state infrastructure maintenance and rehabilitation effort typical of DOTD's ongoing bridge management program, with competitive bidding intended to secure qualified contractors capable of executing specialized bridge reconstruction work to state and federal standards.
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Other files
| File | Type | Posted |
|---|---|---|
| U.S. Preference-2019.pdf | ||
| GF-01.pdf | ||
| Louisiana Preference-2019.pdf | ||
| BABA Special Provisions- Bridge Grid Deck.docx | DOCX document | |
| Bid Submission Instructions.pdf | ||
| 3000026802.pdf |
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Text version
AutoCAD SHX Text 7'-3"
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62'-5 " GRID LENGTH14" GRID LENGTH
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23'-11" GRID WIDTH
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DETAIL A
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AutoCAD SHX Text X. KEYNOTES: KEYNOTES: 1. TWO "X3" PLATES ON PANEL, ATTACHED WITH TWO "X3" PLATES ON PANEL, ATTACHED WITH "X3" PLATES ON PANEL, ATTACHED WITH 34"X3" PLATES ON PANEL, ATTACHED WITH PLATES ON PANEL, ATTACHED WITH PLATES ON PANEL, ATTACHED WITH ON PANEL, ATTACHED WITH ON PANEL, ATTACHED WITH PANEL, ATTACHED WITH PANEL, ATTACHED WITH ATTACHED WITH ATTACHED WITH WITH WITH 34" COUNTERSUNK BOLTS @ 9" SPACING. 2. " FULL DEPTH TRIM PLATES ON PANEL SIDES. 38" FULL DEPTH TRIM PLATES ON PANEL SIDES. 3. END PANEL LENGTH INCLUDES " FULL DEPTH END PANEL LENGTH INCLUDES " FULL DEPTH PANEL LENGTH INCLUDES " FULL DEPTH PANEL LENGTH INCLUDES " FULL DEPTH LENGTH INCLUDES " FULL DEPTH LENGTH INCLUDES " FULL DEPTH INCLUDES " FULL DEPTH INCLUDES " FULL DEPTH " FULL DEPTH 12" FULL DEPTH FULL DEPTH FULL DEPTH DEPTH DEPTH TRIM PLATE BUT DOES NOT INCLUDE "X3" PLATE BUT DOES NOT INCLUDE "X3" PLATE BUT DOES NOT INCLUDE "X3" BUT DOES NOT INCLUDE "X3" BUT DOES NOT INCLUDE "X3" DOES NOT INCLUDE "X3" DOES NOT INCLUDE "X3" NOT INCLUDE "X3" NOT INCLUDE "X3" INCLUDE "X3" INCLUDE "X3" "X3" 34"X3" PLATES.
AutoCAD SHX Text GENERAL NOTES: 1. COMPLY WITH SPECIAL DETAIL GF-01 AND COMPLY WITH SPECIAL DETAIL GF-01 AND WITH SPECIAL DETAIL GF-01 AND WITH SPECIAL DETAIL GF-01 AND SPECIAL DETAIL GF-01 AND SPECIAL DETAIL GF-01 AND DETAIL GF-01 AND DETAIL GF-01 AND GF-01 AND GF-01 AND AND AND SECTION 808 OF THE 2026 LOUISIANA STANDARD 808 OF THE 2026 LOUISIANA STANDARD 808 OF THE 2026 LOUISIANA STANDARD OF THE 2026 LOUISIANA STANDARD OF THE 2026 LOUISIANA STANDARD THE 2026 LOUISIANA STANDARD THE 2026 LOUISIANA STANDARD 2026 LOUISIANA STANDARD 2026 LOUISIANA STANDARD LOUISIANA STANDARD LOUISIANA STANDARD STANDARD STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES FOR ROADS AND BRIDGES FOR ROADS AND BRIDGES ROADS AND BRIDGES ROADS AND BRIDGES AND BRIDGES AND BRIDGES BRIDGES BRIDGES (LSSRB), AND ANY REFERENCED SECTIONS. 2. GALVANIZE ALL PANELS AND TRIM PLATES PER GALVANIZE ALL PANELS AND TRIM PLATES PER ALL PANELS AND TRIM PLATES PER ALL PANELS AND TRIM PLATES PER PANELS AND TRIM PLATES PER PANELS AND TRIM PLATES PER AND TRIM PLATES PER AND TRIM PLATES PER TRIM PLATES PER TRIM PLATES PER PLATES PER PLATES PER PER PER SECTION 811 OF THE LSSRB. 3. MAIN BEARING BARS SHALL RUN NORMAL TO MAIN BEARING BARS SHALL RUN NORMAL TO BEARING BARS SHALL RUN NORMAL TO BEARING BARS SHALL RUN NORMAL TO BARS SHALL RUN NORMAL TO BARS SHALL RUN NORMAL TO SHALL RUN NORMAL TO SHALL RUN NORMAL TO RUN NORMAL TO RUN NORMAL TO NORMAL TO NORMAL TO TO TO STRINGERS. 4. SEE TABLE THIS SHEET FOR REQUIRED PANEL SEE TABLE THIS SHEET FOR REQUIRED PANEL TABLE THIS SHEET FOR REQUIRED PANEL TABLE THIS SHEET FOR REQUIRED PANEL THIS SHEET FOR REQUIRED PANEL THIS SHEET FOR REQUIRED PANEL SHEET FOR REQUIRED PANEL SHEET FOR REQUIRED PANEL FOR REQUIRED PANEL FOR REQUIRED PANEL REQUIRED PANEL REQUIRED PANEL PANEL PANEL SIZES AND QUANTITIES.
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QUANTITY
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LENGTH
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WIDTH
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DETAIL A NTS
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REVISION OR CHANGE ORDER DESCRIPTION
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DOTD BRIDGE MAINTENANCE
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IBERIA
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AutoCAD SHX Text 823-14
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MORBIHAN SWING BRIDGE (006200)
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GRID DECK PANEL INFORMATION
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AutoCAD SHX Text NOT FOR CONSTRUCTION FOR MATERIAL PURCHASE ONLY ENGINEER OF RECORD: JASON MICHIELS LICENSE NO. 36010 SEPTEMBER 28, 2026
| Sheets and Views |
| GRID DECK PLAN |
File details come from the government source that posted it. Updated .