1272 search results for temporary steel bridge
E6O27
Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 730 Total Bridge Length: 0.000 Miles, ZONE SIGN ED 900.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 50.000 0102- 71- 16 TEMPORARY BARRIER, F&I, FREE STANDING LF 300.000 0102- 71- 23 TEMPORARY BARRIER, RELOCATE, LOW, 5,000.000 0102- 76- ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 80.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 2.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 50.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/nov21/e6o27.pdf?sfvrsn=11bd1695_1DesignBuildSpecificationsjan05
Association AIA American Institute of Architects. AISI American Iron and Steel Institute ANSI, SI International System of Units SSPC Steel S t r u c t u r e s P a i n t i n g C o u n c i l U L, for the proposed work. Bridge. Astructure,includingsupports, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length, : “ S t a n dard Specifications for Road and Bridge Construction” a bound book, applicable to all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/design-build/designbuildspecificationsjan05.pdf?sfvrsn=9d0e17de_0SS7000000
)isdeletedandthefollowingsubstituted: 700-1Description. Furnishanderectaluminum or steel roadway signs, erected partially or completely over the traveled roadway or mounted on bridges as Overhead Traffic, , or galvanized steel U-Channel up to 3 lb/ft as listed on the Qualified Products List (QPL). 700-2.3.2 Slip Bases: For posts with slip base assemblies, use either aluminum or galvanized steel in accordance, . The QPL shall classify these systems as directional or omni-directional systems. 700-2.4 Temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7000000.pdf?sfvrsn=5cd6a3c9_0SS7000000
)isdeletedandthefollowingsubstituted: 700-1Description. Furnishanderectaluminum or steel roadway signs, erected partially or completely over the traveled roadway or mounted on bridges as Overhead Traffic, , or galvanized steel U-Channel up to 3 lb/ft as listed on the Qualified Products List (QPL). 700-2.3.2 Slip Bases: For posts with slip base assemblies, use either aluminum or galvanized steel in accordance, . The QPL shall classify these systems as directional or omni-directional systems. 700-2.4 Temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss70000008bea78bbbec2408cbb01b5396b769390.pdf?sfvrsn=34c82b04_09600100-722FHWA
, provide permanent inlets, outlets and drains made from steel. Provide temporary inlets, outlets, and drains made from steel. Provide temporary inlets, outlets, drains and valves made from brass, post-tensioning (PT) systems and components remaining in a completed structure, including temporary, prestress steel strand directly to concrete. Embedded anchorages for bars are permitted. Strand, or polypropylene material to make connections between corrugated plastic duct and steel pipe. 7. Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9600100-722fhwa.pdf?sfvrsn=ee7a2e9c_2fdot-bdv31-977-89-rpt
and bridge construction and complied with the AASHTO Design code. This also ensured proper, specifications for road and bridge construction and complied with the AASHTO design code. This also, bridge strain gauge locations were added to the reinforcement strips to measure the strip tension, were added to each of the six reaction frame threaded rods and set up in full bridge to monitor, .................................................................... 74 3.13.9 Steel Selection and Connection Details
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-89-rpt.pdf?sfvrsn=2d238872_1E8V06
PADS CF 139.700 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 1,005,886.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 456,473.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB, , TEMPORARY-CRITICAL SF 5,543.000 0455-133- 3 SHEET PILING STEEL, F&I PERMANENT SF 24,840.000 0515- 2-111, /A Total Roadway Length: 3.000 Miles Contract Days: 1669 Total Bridge Length: 0.929 Miles Letting, construction, shared use path new construction, widening, milling and resurfacing, bridges, walls, drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may02/e8v06.pdf?sfvrsn=fac999d6_1E21B5BidTabs
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 43,905.000 LB 1.75000 76,833.75 0045 0415 1 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE 26,647.000 LB 2.50000 66,617.50 0050 0415 1 9 REINFORCING, improvements, curb & gutters, highway signing, guardrail, lighting, bridges, MSE Walls, and other, Structures SECTION: 0005 0400 2 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE 226.100 CY 1,450.00000 327,845.00 0010 0400 2 5 CONCRETE CLASS II, BRIDGE SUBSTRUCTURE 84.300 CY 3,000.00000 252,900.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2025/may21/e21b5bidtabs.pdf?sfvrsn=9568aea4_2Standard Plans - FY 2021-22 Errata
in the PLAN VIEW in the TEMPORARY LANE SEPARATOR details. 102-603 All 07/13/2022 Two-Lane, Two-Way Work, Roadway, Lane Closure Using Temporary Traffic Signals Changed the Shoulder Taper from L/3 to 25'-50, to the outside diameter of the Steel Sleeve. 443-001 1 of 3 06/2/2021 French Drain Corrected the General, and Connections for Existing Bridges Deleted Note 6; Corrected Index reference in SCHEME 1. 646-001 1, . Errata for Bridge Construction 521-422 1 of 3 5/20/2021 Traffic Railing - (42" Vertical
https://www.fdot.gov/design/standardplans/2022/Errata.shtm119eBookRedline
American Institute of Architects. AISI American Iron and Steel Institute ANSI American National, Welding Society AWWA American Water Works Association CRSI Concrete Reinforcing Steel Institute EASA, . An individual, firm, or corporation submitting a proposal for the proposed work. Bridge. A structure, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, will also be referred to as a Critical Activity. Culverts. Any structure not classified as a bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/ebook/119ebookredline86e831a5ccd14cf79a27632da0ce823c.pdf?sfvrsn=b33bde59_0FDOT_BABAImplementatioPlanFAQ
and Steel Construction Materials Manufactured Products Unlisted Products Effective Dates Federal, of the Buy America requirements for steel and iron materials, as well as manufactured products. FDOT, of Contents Definitions and Product Classifications Temporary Items: Per the BABA rule, the Buy America preference applies to “materials incorporated into infrastructure projects.” Temporary items (MOT, Temporary Erosion Control, and various tools) do not remain on the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/ipl/fdot_babaimplementatioplanfaq.pdf?sfvrsn=e627387a_12025FDM901SeqOfPlans
ponds, pond numbers and area sizes • Bridges and bridge culverts with begin & end stations, and area size • Bridges and bridge culverts with begin & end stations • Flood Data Summary, , wetlands , existing bridge structures) in the plan view. Topic #625-000-002 FDOT Design Manual 901, : • Design speed • Lane widths • Shoulder widths • Bridge widths • Base clearances, • Intersection sight distances • Horizontal and vertical clearances • Existing bridge approach slab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm901seqofplans.pdf?sfvrsn=f52658a_41-12DBBoilerplate9-7-11
Institute of Architects. AISI American Iron and Steel Institute ANSI American National Standards, of Units SSPC Steel S t r u c t u r e s P a i n t i n g C o u n c i l U L U n d e r w r i t e r s, . Bridge. Astructure,includingsupports,erectedoveradepressionoroveranobstructionsuchas water, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, and equipment for specific temporary portions of the project work or for special items
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/design-build/1-12dbboilerplate9-7-11.pdf?sfvrsn=1be92904_01-08DesignBuildBoilerplate
Association AIA American Institute of Architects. AISI American Iron and Steel Institute ANSI, ” is also be deemed to include a Design-Build Firm submitting a proposal for the proposed work. Bridge, -span box culvert is considered a bridge, where the length between the extreme ends of the openings, , or installation methods and equipment for specific temporary portions of the project work or for special items, and Bridge Construction” a bound book, applicable to all Department Contracts containing adopted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/design-build/1-08designbuildboilerplate.pdf?sfvrsn=8ec9f9db_0E3Y90-R0
No: N/A Total Roadway Length: Contract Days: Total Bridge Length: Letting Date: Total Proposal, Quantity Section 0001 TRAFFIC CONTROL DEVICES CONTROL (MH) 0102- 3- COMMERCIAL MATERIAL FOR TEMPORARY, 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 10.000 0102-909- TEMPORARY RAISED RUMBLE, , RELOCATE, STEEL LF 10.000 0515- 1- 42 PIPE HANDRAIL - GUIDERAIL, RELOCATE, ALUMINUM LF 10.000 0515
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/sep11/e3y90-r0.pdf?sfvrsn=d30302cd_17-07DesignBuildBoilerplate
Association AIA American Institute of Architects. AISI American Iron and Steel Institute ANSI American, ” is also be deemed to include a Design-Build Firm submitting a proposal for the proposed work. Bridge, -span box culvert is considered a bridge, where the length between the extreme ends of the openings, methods and equipment for specific temporary portions of the project work or for special items, and Bridge Construction” a bound book, applicable to all Department Contracts containing adopted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/july-2007/design-build/7-07designbuildboilerplate.pdf?sfvrsn=56a003de_0Underwater Noise Level Study During Impact Pile Driving (completed by University of North Florida)
Table 4-5. Verification Summary Table from Steel Piles Outside of Florida Driven Using Vibration, Table 4-6. Verification Summary Table from Steel Piles Outside of Florida, single strike sound-level from 29 th drive at Howard Frankland Bridge showing (a) sound-level, drive the Howard Frankland Bridge showing (a) RMS at each buoy; (b) SEL at each buoy; (c) PEAK, Bridge computed using Nyquist frequency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/underwater-noise-level-study-during-impact-pile-driving-(completed-by-university-of-north-florida).pdf?sfvrsn=2390afff_11-11DBBoilerplate-2-7-11
Institute of Architects. AISI American Iron and Steel Institute ANSI American National Standards, of Units SSPC Steel S t r u c t u r e s P a i n t i n g C o u n c i l U L U n d e r w r i t e r s, . Bridge. Astructure,includingsupports,erectedoveradepressionoroveranobstructionsuchas water, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, , systems, or installation methods and equipment for specific temporary portions of the project work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/design-build/1-11dbboilerplate-2-7-11.pdf?sfvrsn=deab8fa8_0E4Y23-R0
10.000 0443- 70- 4 FRENCH DRAIN, 24" LF 10.000 0455-133- 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF, Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date: 09/05/25 Total, COMPENSATION INSURANCE PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2025-26, 0102- 60- WORK ZONE SIGN ED 150.000 0102- 61- BUSINESS SIGN EA 10.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 50.000 0102- 71- 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/sep05/e4y23-r0.pdf?sfvrsn=88014690_1Design Standards 2000
* EROSION CONTROL AND WATER QUALITY * 100 1 of 1 00100s01.pdf Temporary Slope Drain And Sod, 306 1 of 1 00306s01.pdf Bridge Approach Expansion Joint - Concrete Pavement 307 1 of 1 00307s01.pdf, Bridges 410 1-11 of 22 00410s1-11of22.pdf Concrete Barrier Wall 12-22 of 22 00410s12-2of22.pdf Concrete Barrier Wall 415 1-4 of 4 00415s1-4of4.pdf Precast Concrete Temporary Barrier Wall 416 1-5 of 5 00416s1-5of5.pdf Temporary Water Filled Barriers 417 1 of 1 00417s01.pdf Inertial Crash Cushion 432 1-2
https://www.fdot.gov/roadway/ds/00/stds.shtm