1272 search results for temporary steel bridge
SCO BP RFP (LB Local Agency Off-System) CLEAN vers 2025-01a dated 5-9-2025
of Construction: 28 L. Stormwater Pollution Prevention Plans (SWPPP): 28 M. Temporary Traffic Control, by this RFP. Note to developer of the RFP: If a bridge will be widened as a part of the project, the bridge is a candidate for the concept widening. It is important to note that the Load Rating, ) Value Added Bridge Component (DEV475) (Note to developer of the RFP: When requested by the Local, for Road and Bridge Construction (Divisions II & III), Special Provisions and Supplemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/dbdocuments/rfpdocs/sco-bp-rfp-(lb-local-agency-off-system)-clean-vers-2025-01a-dated-5-9-2025.docx?sfvrsn=d68991af_1SFH2024
...................................................................................................20 3.2.2.1 Bridges, , structure loads, approximate bridge span lengths and pier locations, and cut and fill area locations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/sfh2024.pdf?sfvrsn=b574e71d_16300205D01-723FHWA
Type 111 HDPE. Ensure that any fasteners used with the SRM are constructed of stainless steel. Ensure, facilities. Use Schedule 40 PVC Split Duct Conduit only for temporary repairs or relocation of conduit, loop pull boxes: 1. Rigid steel conduit coated with PVC or a bituminous coating extending 6 inches, exposed exterior conduit. 2. Rigid galvanized steel elbows and bends for HDPE and PVC conduit raceways, below the ground. Payment for conduit placed aboveground or bridge mounted will be based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6300205d01-723fhwa.pdf?sfvrsn=c1eebbf4_1D3-07-11-24BSN
Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any, in the most current edition of the Department’s Standard Specifications for Road and Bridge, _online_ordering/bidder_assist.shtm , Standard Specifications for Road and Bridge Construction, : 001 Proposal: E3V75 District:03 Counties: SANTA ROSA Road Name: - BRIDGE-REPAIR/REHABILITATION, Contract Days: 385 Total Bridge Length: 3.490 Miles Letting Date: 07/11/24 Total Proposal Length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jul11/d3-07-11-24bsn.pdf?sfvrsn=e50fdbe3_16300205-724origind
of stainless steel. Ensure that all SRMs have a minimum outside diameter of 3.5 inches with a minimum, on limited access facilities. Use Schedule 40 PVC Split Duct Conduit only for temporary repairs, applications except for conduits serving vehicle detection loop pull boxes: 1. Rigid steel conduit, steel elbows and bends for HDPE and PVC conduit raceways longer than 200 feet in length or 2 inches, placed aboveground or bridge mounted will be based on the actual length of conduit installed. Payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6300205-724origind.pdf?sfvrsn=9590a6ef_1T401 Restoring Spalled Concrete Using Concrete (6-8-23)
mortar or epoxy. Do not anchor to bridge superstructure segments. Do not use permanent attachments or modify the bridge structure for staging/access. T401-1.4 Shop Drawings: Provide shop drawings, bonding agents. Use the styrene butadiene for all spalls on bridge decks and other components where, , sound concrete will require removal to obtain the ¾ inch to 1 inch behind the existing reinforcing steel, . Insert stainless steel dowels if no reinforcement is available to provide the mechanical bond. Use
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_24620100.FHWA
containment assemblies, filler material, and related steel reinforcement. Use the most stringent, steel, furnish all PT system components from a single supplier. a. Use only approved PT systems, stays and extradosed bridges are not covered by this Specification. 6. Install duct filler, Design, AASHTO LRFD Bridge Design Specifications Section 5, and is equivalent to or greater than, and PT steel at all sections and at all stages of construction meet requirements of the Design Criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4620100.fhwa.pdf?sfvrsn=d622b933_02022-2023 1st Quarter SRES Report
project schedules and costs. STEEL Market conditions for steel producers have improved for some products , including scrap steel, but remain high for steel plate and rebar. Fabricators continue having issues with skilled labor, transportation, and steel and metal products lead times. Lead times now, for steel, iron, zinc, and aluminum, among other materials. With the expiration of import waivers, the effective date of BABA’s domestic preference requirements for iron and steel, manufactured
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/quarterly/2022-2023-1st-quarter-sres-report.pdf?sfvrsn=6b6af027_11-BABA Implementation Plan- Construction Academy, May 2024
& Producers Current Federal Guidance-Te r m i n ology Buy America: Ongoing Iron and Steel, ): 23 CFR 635, FHWA Rule for Iron, Steel, and Manufactured Products (waiver) 2021: IIJA Signed, Compliance certifications, other than Iron/Steel collected in the field Buy America (Iron, Steel, Iron and Steel Construction Material Non-Ferrous metals Plastics/Polymers, composites Glass, on FDOT Specifications and how product or material arrives at the construction site. Temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-spring-construction-academy/1-baba-implementation-plan--construction-academy-may-2024.pdf?sfvrsn=ceb4fb36_12024FDM230SPavtMarkings
. 230.2.6 Signing for Temporary Bridges with Steel Decks Place “Slippery When Wet” signs (W8-5) in advance of temporary bridges with steel decks. Refer to TEM , Section 2.1 230.2.7 Object, For information regarding attachments to bridge traffic railings, concrete median barrier walls, to median traffic railings. Standard Plans, Index 700-013 may be used for temporary or work zone signs, ), and concrete bridge deck (B). The table also indicates when black contrast is required on new pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm230spavtmarkings.pdf?sfvrsn=2c37b93c_12025FDM230SPavtMarkings
for Temporary Bridges with Steel Decks Place “Slippery When Wet” signs (W8-5) in advance of temporary bridges with steel decks. Refer to TEM , Section 2.1 230.2.7 Object Markers and Delineators An object, to bridge traffic railings, concrete median barrier walls, or concrete shoulder barrier walls, refer, Plans, Index 700-013 may be used for temporary or work zone signs when Standard Plans, Index, bridge deck (B). The table also indicates when black contrast is required on new pavement surfaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm230spavtmarkings.pdf?sfvrsn=509b6824_42025FDM230SPavtMarkings
for temporary or work zone signs when Standard Plans, Index 102-600 cannot accommodate post mounted signs within existing conditions. 230.2.6 Signing for Temporary Bridges with Steel Decks Place “Slippery When Wet” signs (W8-5) in advance of temporary bridges with steel decks. Refer to TEM, attachments to bridge traffic railings, concrete median barrier walls, or concrete shoulder barrier walls, bridge deck (B). The table also indicates when black contrast is required on new pavement surfaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm230spavtmarkings.pdf?sfvrsn=4cea8581_42025fdm230spavtmarkings
for temporary or work zone signs when Standard Plans, Index 102-600 cannot accommodate post mounted signs within existing conditions. 230.2.6 Signing for Temporary Bridges with Steel Decks Place “Slippery When Wet” signs (W8-5) in advance of temporary bridges with steel decks. Refer to TEM, attachments to bridge traffic railings, concrete median barrier walls, or concrete shoulder barrier walls, bridge deck (B). The table also indicates when black contrast is required on new pavement surfaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/wwd/2025fdm230spavtmarkings.pdf?sfvrsn=1bda82c0_12026FDM230SPavtMarkings
. 230.2.6 Signing for Temporary Bridges with Steel Decks Place “Slippery When Wet” signs (W8-5) in advance of temporary bridges with steel decks. Refer to TEM, Section 2.1 230.2.7 Object Markers, on Barriers and Traffic Railings For information regarding attachments to bridge traffic railings, traffic railings . Standard Plans, Index 700-013 may be used for temporary or work zone signs when, bridge deck (B). The table also indicates when black contrast is required on new pavement surfaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm230spavtmarkings.pdf?sfvrsn=3ed218c2_19E4X31
No: N/A Total Roadway Length: 7.611 Miles Contract Days: 335 Total Bridge Length: 0.000 Miles Letting, for this project. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2024-25 (SECTION, WARNING ARROW PANEL ED 339.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 1,158.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 670.000 0102-107- 1 TEMPORARY TRAFFIC, STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 50' EA 1.000 0650- 2-109 VEHICULAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/oct04/e4x31.pdf?sfvrsn=48f1f35b_1chgtab
requirements for temporary beam and girder bracing during bridge construction. Usage note: All Jobs, the use of polymer coated galvanized steel stay-in-place metal bridge deck forms. Usage note: All Jobs, . Merged in text from SS4600712 and changed dates. To delete information for temporary work, which, and changed dates. To remove galvanized steel sign panels, to remove demountable sign face materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/chgtab.pdf?sfvrsn=91462f13_0plans - Pinellas Sheriff
Roadside Memorial Required Rigid Galvanized Steel Right of Way Railroad Sprinkler Control Box, Pedestal Telecom Access Vault Trench Plug Traffic Control Box Temporary Construction Easement, TEMPORARY LANE CLOSURES ARE TO BE DONE BETWEEN THE HOURS OF 8:00AM AND 5:00PM. MONDAY THROUGH, PATHWAY IS TO BE REMOVED, BLOCKED, OR DISTURBED WITHOUT HAVING A SUFFICIENT DESIGNATED TEMPORARY, TO PATHWAY BEING AFFECTED. 10. ALL TEMPORARY PEDESTRIAN PATHWAYS MUST BE FIRM AND UNYIELDING. 11. ANY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/test/approved-lpr/plans---pinellas-sheriff.pdf?sfvrsn=766cf1c3_15610401.origind
STEEL. (REV 10-14-15) SUBARTICLE 561-4.1 is deleted and the following substituted: 561-4.1 Field, . Clearly mark the regulated area by the use of warning signs, rope, barrier tape, or temporary, , Complex Bridge Design. Provide Submit a contingency plan addressing natural weather events, and label all drums. Transport waste storage drums to a secured, marked, temporary storage area. Locate the temporary storage area on well- drained ground not susceptible to flooding or storm water
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5610401.origind.pdf?sfvrsn=d260ec8_0D4550000.do
of both reports. Do not perform pre-driving and post-driving surveys of the condition of bridges, placement. Install temporary casings through the completed conventional fill when permanent casings, to the satisfaction of the Engineer. Clean all areas of rust on structural steel items, and repaint, for steel piles, and the unsupported length to the least cross-section dimension does not exceed 20, of an unstressed steel rod placed, with appropriate clearance and greased for reducing friction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4550000.do629e031f95d84a48930db5c06e373b1d.pdf?sfvrsn=19a57107_0section8.2-32715
, but are not limited to sound barriers, retaining wall systems, concrete poles, temporary traffic, for Road and Bridge Construction Approved Product List (APL), Florida Department of Transportation, that will be shipped to Department projects. During the temporary absence of the Quality Control, e l , W e l d e d W i r e R e i n f o r c e m e n t a n d P r e s t r e s s i n g Steel The Quality Control inspector shall obtain steel manufacturers’ certifications for all welded wire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section8-2-32715.pdf?sfvrsn=b435dad3_1