1272 search results for temporary steel bridge
WFServlet-EEO 2024
2396931667 . TRENCHING INC AMERICAN BRIDGE COMPANY JOSHUA ROBERTSON 2012/08/03 4126311000 4126312000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/2024/wfservlet-eeo-2024.pdf?sfvrsn=20e0d17e_1fdot-bdv31-977-90-sum
Steel sheet pile walls have become a fixture of bridge construction. They are lightweight, meet foundational requirements, are corrosion resistant, and may be used for both temporary and permanent, only. Some bridge designers have considered using sheet piles to support vertical loads as well, of this project were to develop recommendations to estimate the bearing capacity of steel sheet pile, in the field for vertical applications, and a methodology to analyze and design steel sheet piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-90-sum.pdf?sfvrsn=fa3e2f4d_2102-100
. (See Note) For Bridge Decks see Index 102-110 or APL. NOTE: 4 1 102-100 TEMPORARY BARRIER 11/01/20, Temporary Barrier options. Provide additional setback distance for APL 9. The requirements of this Index do not apply to Temporary Low Profile Barrier, See Index 102-120. or the APL. 8. Anchor abutting segments of temporary barrier terminated with a Crash Cushion as shown in Index 102-110, . post-tensioned tendons within the concrete deck (top flange of concrete box girders) or on bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-100.pdf?sfvrsn=c6eb65c5_1E21M2
/A Total Roadway Length: 0.042 Miles Contract Days: 150 Total Bridge Length: 0.042 Miles Letting Date, the full advertisement Description: (SR 105 (Heckscher Dr) at Haulover Creek Bridge No. 720063) The Improvements under this Contract consist of concrete spall repair, concrete cracking repair, steel coating and incidental construction for Bridge No. 720063 at SR 105 over Haulover Creek in Duval, 0561- 1- COATING EXISTING STRUCTURAL STEEL (43556515201) LS 1.000 Section 0002 Roadway 0101- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21m2.pdf?sfvrsn=5a09bffb_1Track the Status of Revisions Current
Response Approved 102-200 Temporary Acrow 300 Series Detour Bridge N/C N/C Approved 102-210 Temporary Detour Bridge - Timber Pile Foundations N/C N/C Approved 102-220 Temporary Detour Bridge - Steel H Pile Foundations N/C N/C Approved 102-230 Temporary Detour Bridge - Steel Pile Pipe Foundations N/C, - - Response - - 711-003 Interchange Markings Response Response - - 102-110 Type K Temporary Concrete Barrier System N/C N/C - - 102-201 Temporary Acrow 700XS Series Detour Bridge General
https://www.fdot.gov/design/standardplans/irr/Status-CurrentE1W21
Contract Days: 850 Total Bridge Length: 0.019 Miles Letting Date: 06/06/24 Total Proposal Length: 5.049, , construction of four roundabouts, milling and resurfacing, drainage, bridge culverts, signing, Structures 0400- 2- 1 CONCRETE CLASS II, CULVERTS CY 955.300 0415- 1- 1 REINFORCING STEEL- ROADWAY LB, OF TRAFFIC (41450685201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (41450685201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (41450685201) LS 1.000 0102- 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/jun06/e1w21.pdf?sfvrsn=5227bc37_5E51F8BidTabs
of rehab of span locks, electrical equipment, rehab of live load shoes, bridge painting, grating replacement, miscellaneous steel repairs, and other incidental construction for Bridge Nos. 700030, 700031, & 700117 carrying SR 401 over Port Canaveral Barge Canal from MP 4.424 to MP 4.484 (Bridge Nos. 700030 & 700117) and MP 0.109 to MP 0.168 (Bridge No. 700031) located in Brevard County (70080, -Winning Bid 4 SOUTHERN ROAD & BRIDGE, LLC $6,464,883.09 137.60% Responsive Non-Winning Bid NOTE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e51f8bidtabs.pdf?sfvrsn=598ee0ff_10050000.impl
the required designs in accordance with the AASHTO Guide Design Specifications for Bridge Temporary Works, the AASHTO Construction Handbook for Bridge Temporary Works, and Chapter 11 of the Structures Design, or LRFD, refer to the AASHTO Guide Design Specifications for Bridge Temporary Works and the AASHTO Construction Handbook for Bridge Temporary Works. For C o n s t r u c t i o n A f f e c t i n g P, of the project work. The type of work includes both permanent and temporary works as appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/0050000.impl.pdf?sfvrsn=67cea8f3_0E21B4BidTabs
of bridge finger joint replacements, partial coatings, and structural steel work on SR 9A (I-295) Buckman, 1 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 11,280.000 LB 4.00000 45,120.00 2.50000 28,200.00, 0415 1 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 11,280.000 LB 3.00000 33,840.00 4.00000, % Responsive Non-Winning Bid 3 SOUTHERN ROAD & BRIDGE, LLC $6,793,421.49 126.27% Responsive Non-Winning, BRIDGE #720249 & #720343 - BRIDGE-REPAIR/REHAB 44703925201 (*) N/A Page 1 of 1 03/21/2024
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2024/mar13/e21b4bidtabs.pdf?sfvrsn=195ebdda_11020602.impl
or replacement of bridge components. Theskidresistance of open steel grid decking on the detour bridge may, bridge components, construct the pile bents in accordance with the Plans, unless otherwise authorized, involved in the erection of Department-owned temporary bridging, to attend a mandatory one-day training, will attend the training described above, project number, detour bridge type, bridge length, span length, calendar days before the proposed pick-up date. The Department is not obligated to load the bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1020602.impl.pdf?sfvrsn=8a950e54_0E6O74BidTabs
STEEL - BRIDGE SUPERSTRUCTURE 10,000.000 LB 1.77000 17,700.00 5.85000 58,500.00 4.00000 40,000.00, 3.80000 131,525.60 3.00000 103,836.00 0065 0415 1 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE, % Responsive Non-Winning Bid 4 SOUTHERN ROAD & BRIDGE, LLC $5,241,515.47 135.69% Responsive Non-Winning, : A contract consisting of Bridge Painting along SR 913 Ramp Westbound to I-95 Northbound Bridge #870162 and Westbound to US-1 Southbound Bridge #870163 in Miami-Dade County. 340 AVAILABLE DAYS Project(s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2023/sep28/e6o74bidtabs.pdf?sfvrsn=64831e0_14550710int
Summary: This change requires the exposed ends of carbon steel strands and reinforcing bars in concrete piles to be coated with epoxy. Justification: This change provides temporary protection to the exposed ends of carbon steel strands and reinforcing bars from chloride water. The temporary, of the carbon steel strands and reinforcing. What impact does the change have on production or construction, amount of epoxy to the ends of the carbon steel strands and reinforcing. How does this change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/4550710int.pdf?sfvrsn=1cfcb5c8_1E8U72-01-17-25
STRUCTURES/BRIDGES (43619415201 BRIDGE 924229) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920611) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920612) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920613) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924219) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924230) LS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan17/e8u72-01-17-25.pdf?sfvrsn=b5c0c193_1E21Q1
, BRIDGE SUBSTRUCTURE CY 63.500 0400-147- COMPOSITE NEOPRENE PADS CF 2.400 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 27,705.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB, No: N/A Total Roadway Length: 0.000 Miles Contract Days: 400 Total Bridge Length: 0.043 Miles Letting, of milling and resurfacing, base work, shoulder treatment, drainage improvements, bridges, MSE walls, CLASS II, BRIDGE SUPERSTRUCTURE CY 105.800 0400- 2- 5 CONCRETE CLASS II, BRIDGE SUBSTRUCTURE CY 26.800
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21q1.pdf?sfvrsn=a7e243ae_1E21Q1-06-11-25
, BRIDGE SUBSTRUCTURE CY 63.500 0400-147- COMPOSITE NEOPRENE PADS CF 2.400 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 27,705.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB, No: N/A Total Roadway Length: 0.000 Miles Contract Days: 400 Total Bridge Length: 0.043 Miles Letting, of milling and resurfacing, base work, shoulder treatment, drainage improvements, bridges, MSE walls, CLASS II, BRIDGE SUPERSTRUCTURE CY 105.800 0400- 2- 5 CONCRETE CLASS II, BRIDGE SUBSTRUCTURE CY 26.800
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jun11/e21q1-06-11-25.pdf?sfvrsn=1d014825_1SPI-460-470
accordingly. Generally, the potential effects on pedestrian use of the bridge will be confined to bridges, . For bridges with different wing wall lengths at begin and end bridge, such as skewed bridges, Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, 6th Edition, , are applicable for retrofitting specific types of existing bridge mounted traffic railings, 460-470 Series bridge railing retrofits must be selected and specified in the plans based on the shapes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-460-470.pdf?sfvrsn=fb47049e_1SPI-460-470
accordingly. Generally, the potential effects on pedestrian use of the bridge will be confined to bridges, . For bridges with different wing wall lengths at begin and end bridge, such as skewed bridges, Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, 6th Edition, , are applicable for retrofitting specific types of existing bridge mounted traffic railings, 460-470 Series bridge railing retrofits must be selected and specified in the plans based on the shapes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-460-470.pdf?sfvrsn=f2b066bf_1E8U72-12-19-24
STRUCTURES/BRIDGES (43619415201 BRIDGE 924229) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920611) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920612) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920613) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924219) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924230) LS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/dec19/e8u72.pdf?sfvrsn=a3876dc4_31020100-723origind2
of open steel grid decking on the detour bridge may decrease gradually after opening the bridge, . Proprietary temporary concrete, steel, or water filled barrier used must be listed on the APL, of the project for the duration of the construction period, including any temporary suspensions, specified in the Temporary Traffic Control Plans. MOT includes all facilities, devices and operations, . . . . . . . . . . . . . . Section 706970 Temporary Raised Pavement Markers . . . . . . . . . . . . . . . . Section 990 Paint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/1020100-723origind2.pdf?sfvrsn=db2987c6_11020906.origind
. 412, 415 or 414. Temporary barrier used on bridge and retaining wall sections must comply with Design, Standards, Index No. 414. Temporary steel barrier may be used as an alternative to Design Standards, Index No. 414. Temporary steel barrier shall meet the NCHRP Report 350 TL-3 criteria or MASH TL-3, : 102-9.6 Temporary Barrier: Furnish, install, maintain, remove and relocate temporary barrier in accordance with the Plans. Obtain and use precast temporary concrete barrier from a manufacturing plant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1020906.origind.pdf?sfvrsn=91bb73e3_0