1272 search results for temporary steel bridge
section8-2_3-5-12
, concrete poles, temporary traffic barriers, light pole foundations, sign foundations, pull and junction, cifications for Road and Bridge Construction (E) QualifiedProductsList, 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 Plant’s certifications for all welded wire reinforcement, reinforcing steel and prestressing steel that are used for the manufacture of Structures. These certifications shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section8-2_3-5-12.pdf?sfvrsn=2e1363d2_1Section8.1_041414
) Manual MNL 116 Standard Specifications for Road and Bridge Construction, Florida Department, evaluation may include a review of the Plant’s records; forming operations; reinforcing steel placement, Department accredited training/certification program is offered. During the temporary absence, that the concrete meets the requirements of the Specifications Section 346. (4) Verify reinforcing steel, , strand and splice chucks, steel and accessories, and ducts. (7) Check the handling and storage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section8-1_041414.pdf?sfvrsn=af6b9781_1DEV455-346-MM92ACP (4-25-23)
Requirements: 455-39.1.1 Bridge Foundations: Provide a foreman in responsible charge for the ACP operations with a minimum of five years of ACP pile experience on multistory buildings or bridges, . 455-39.1.2 Noise Walls and Non-Bridge Structure Foundations: Provide a foreman with a minimum, , penetrations, and load requirements of the requirements of this project. Experience on bridges, for any auger cast pile installations in the field. 455-39.2 Contractor’s Operations: For bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev455-346-mm92acp-(4-25-23).pdf?sfvrsn=148bdbc6_1E1X04-Addendum No 5
DOCUMENTS E01 - As-Built Plans Bridge Plans 170129 I-75 SB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055431 Bridge Plans 170129 I-75 SB Over Sumter Blvd Widening - FPID 409210-1-52-01 - Doc #1055449 Bridge Plans 170130 I-75 NB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055432 Bridge Plans 170130 I-75 NB Sumter Blvd - FPID 409210-1-52-01 - Doc #1055450 Bridge, Bridge Plans 170129 I-75 SB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055431 Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04-addendum-no-5.pdf?sfvrsn=8f2a7c11_12023FDMPart9NexGenPlans
appropriate (e.g., for Drainage Maps, supplemental site maps, bridge repair plans). 900.2 Labeling, . • Cross Slopes (e.g., pavement, shoulder surfaces, sidewalks, bridge decks) - as a decimal part, 904 Landscape Opportunity X X X X 905 Cross Sections X X X X 906 Bridge Hydraulics, , existing bridge structures) on plan view. 901.2.1 Requirements The Line and Grade sheets should, the following: • Design speed • Lane widths • Shoulder widths • Bridge widths • Base clearance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023fdmpart9nexgenplans.pdf?sfvrsn=5a33d213_1D1-02-15-24-30DayBSN
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, Specifications for Road and Bridge Construction and the Special Provisions for instructions for submission, Total Bridge Length: 0.000 Miles Letting Date: 02/15/24 Total Proposal Length: 3.974 Miles, 11,000.000 0102- 61- BUSINESS SIGN EA 13.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/feb15/d1-02-15-24-30daybsn.pdf?sfvrsn=f6d74d60_2E1W47Addendum002
. Vendor Scrunity-DBE (375-030-60 & 275-030-11, 11B) EXEMPT ATTACHMENT DOCUMENTS EA01_Original Bridge, , details, and construction techniques for bridge structures as discussed in Part 1, Chapter 121, of the southbound Palmer Blvd bridge to its ultimate location, inside widening of the existing northbound Palmer Blvd bridge to accommodate the auxiliary lane, inside widening of both southbound and northbound Main A Canal bridges to accommodate the auxiliary lanes to and from the Bee Ridge Road
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w47/e1w47addendum002.pdf?sfvrsn=bd70d108_14550201D01-724FHWA
to the satisfaction of the Engineer. Clean all areas of rust on structural steel items, and recoat those, and the following substituted: 455-3 Description. Furnish and install concrete, steel, or wood timber, to the Department. When using low displacement steel piling such as structural shapes, drive them, of sufficient capacity (force and amplitude) may be used to drive steel sheet piles and, with approval of the Engineer, to drive steel bearing piles a sufficient distance to get the impact hammer on the pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4550201d01-724fhwa.pdf?sfvrsn=c654f883_1ScopeOfServices_StageII
/A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 14 STRUCTURES - STRUCTURAL STEEL BRIDGE (N, /A) ....................................................................................................................................................... 42 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT (N/A) ............................................ 42 11 STRUCTURES - TEMPORARY BRIDGE (N/A).................................................................. 42 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE (N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25112/scopeofservices_stageii.pdf?sfvrsn=81019660_1RSigningPavementMarkingandLighting
with Specification 562 C. All other steel items (excluding stainless steel): Hot-dip Galvanize-ASTM A123 B. High Strength Steel Bolts Nuts and Washers: ASTM F2329 A. Aluminum Fasteners: Anodic, ) Bolts, Nuts and Washers: B. Stainless Steel Nuts: ASTM F594 A. Stainless Steel Bolts: ASTM Ft 593, Steel Bolts, Nuts and Washers may be used in lieu of the Aluminum C. Aluminum Washers: ASTM B221, and Flat Head Bolts: ASTM F468 Alloy 2024-T4 4. Sign Mounting Bolts, Nuts and Washers: B. Steel Weld
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/ser/rsigningpavementmarkingandlighting.pdf?sfvrsn=866f473f_3StandardPlansFY2022-23eBooke
Roadway, Temporary Diversion 851 515-051 Bridge Pedestrian/Bicycle Railing (Steel) 621 Deleted* Multilane Undivided, Temporary Diversion Connection [*Combined with 102-620] 852 515-052 Steel Pedestrian, Index Index Title Temporary Detour Bridges 21600 102-200 Temporary Detour Bridge General Notes, - Steel H Pile Foundations 21630 102-230 Temporary Detour Bridge Details - Steel Pipe Pile, Bridge Aluminum Pedestrian/Bicycle Bullet Railing Details 620 102-620 Multilane, Divided, Temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/standardplansfy2022-23ebooke.pdf?sfvrsn=7c04dff0_3section81
Standard Specifications for Road and Bridge Construction, Florida Department of Transportation 8.1.4, ; reinforcing steel placement; concrete placement operations; tensioning and detensioning, available Department accredited training/certification program is offered. During the temporary absence, of the Specifications Section 346. (4) Verify reinforcing steel, welded wire reinforcement, , including certification records of the stud welding tests, strand and splice chucks, steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section81.pdf?sfvrsn=c8026872_1section81-10614
Standard Specifications for Road and Bridge Construction, Florida Department of Transportation 8.1.4, records, forming operations, reinforcing steel placement, concrete placement operations, /certification program is offered. During the temporary absence of the Quality Control Manager, a delegate, . (4) Verify reinforcing steel, welded wire reinforcement, and prestressing strands certifications, of the stud welding tests, strand and splice chucks, steel and accessories, and ducts. (7) Check
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section81-10614.pdf?sfvrsn=10d9e733_1section81vi
Standard Specifications for Road and Bridge Construction, Florida Department of Transportation 8.1.4, ; reinforcing steel placement; concrete placement operations; tensioning and detensioning, available Department accredited training/certification program is offered. During the temporary absence, of the Specifications Section 346. (4) Verify reinforcing steel, welded wire reinforcement, , including certification records of the stud welding tests, strand and splice chucks, steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section81vi.pdf?sfvrsn=a6475bba_1TP-02-13-24BSN
consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, for Road and Bridge Construction and the Special Provisions for instructions for submission of a DBE/AA, ): 44262515201(*) Federal Aid No: N/A Total Roadway Length: 1.183 Miles Contract Days: 772 Total Bridge, SPECIAL DETOUR- TEMPORARY PAVEMENT (44262515201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/feb13/tp-02-13-24bsn.pdf?sfvrsn=1dde5fba_1SPM7150100-721
, number of lights, and breaker amps. 5. Identify bridges by Name and Bridge Number. 6. Number, at a time and proceed to number all light poles (including bridge mounted), high mast poles, sign, of work performed, pole number, location by grid map or nearest count to a ramp or bridge, Standard Specifications for Road and Bridge Construction and is consistent with the existing, and re-tap holes. Use stainless steel bolts to hold the door securely in place and to protect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm7150100-721.pdf?sfvrsn=7ab6a5b6_4SP7150100
of lights, and breaker amps. 5. Identify bridges by Name and Bridge Number. 6. Number the light pole, and proceed to number all light poles (including bridge mounted), high mast poles, sign structures, performed, pole number, location by grid map or nearest count to a ramp or bridge, and a complete, Standard Specifications for Road and Bridge Construction and is consistent with the existing lighting, . Use stainless steel bolts to hold the door securely in place and to protect the inside of the base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/sp7150100.docx?sfvrsn=e1f7b9ab_2SP7150000
, number of lights, and breaker amps. 5. Identify bridges by Name and Bridge Number. 6. Number, at a time and proceed to number all light poles (including bridge mounted), high mast poles, sign, to a ramp or bridge, and a complete description of problem(s) corrected. Report the total man-hours worked, and Bridge Construction and is consistent with the existing lighting system. All new underground, bolts and re-tap holes. Use stainless steel bolts to hold the door securely in place and to protect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/implemented/sp7150000.pdf?sfvrsn=3086539f_1SP7150100-i16467
, number of lights, and breaker amps. 5. Identify bridges by Name and Bridge Number. 6. Number, at a time and proceed to number all light poles (including bridge mounted), high mast poles, sign, of work performed, pole number, location by grid map or nearest count to a ramp or bridge, Standard Specifications for Road and Bridge Construction and is consistent with the existing, and re-tap holes. Use stainless steel bolts to hold the door securely in place and to protect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/sp7150100-i16467.pdf?sfvrsn=1cb17a68_3SP7150100
, number of lights, and breaker amps. 5. Identify bridges by Name and Bridge Number. 6. Number, at a time and proceed to number all light poles (including bridge mounted), high mast poles, sign, of work performed, pole number, location by grid map or nearest count to a ramp or bridge, Standard Specifications for Road and Bridge Construction and is consistent with the existing, and re-tap holes. Use stainless steel bolts to hold the door securely in place and to protect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/sp7150100.pdf?sfvrsn=ef65deb1_3