1272 search results for temporary steel bridge
Scott Updegrave Resume DRB 2024
, and over 60 bridges, including major bridge construction, roadwork, underground structures, to Completion PROJECTS OVERVIEW Highway 201 Steel Girder Bridges - Canada 14 th Street & 7 th Ave Bridge Removal – Bridge Demolition - Canada 9 th Ave Vehicle Bridge Replacement – Tied Steel Arch, Glass Bottom Bridge Lake Barkley Bridge Replacement – Steel Tied Arch Bridge LAX Midfield, Pedestrian Bridge Replacements – Three Cable Suspension Bridges Bonner Design-Build Bridge Replacement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/scott-updegrave-resume-drb-2024d30b6f01-c6ef-4a69-bba0-bc12288e2ec4.pdf?sfvrsn=fdc52a52_12024FDMPart1
Form 121-A Form 121-A Bridge Development Report Submittal Checklist Project Name Financial, STATUS (b) (1) Typical Sections for Roadway and Bridge (a) ….…………. Select Status (2) Roadway Plans in Vicinity of Bridge (a) ….………………... Select Status (3) Maintenance of Traffic Requirements (a) ….…………….… Select Status (4) Bridge Hydraulics Report (c) ….…………………………….. Select Status (5) Geotechnical Report (c) ….………………………………….. Status Select (6) Bridge Corrosion Environmental Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmpart1.pdf?sfvrsn=d253b296_1E21B4
, partial coatings, and structural steel work on SR 9A (I-295) Buckman Bridges 720249 and 720343 over St, , SUPERSTRUCTURE CY 60.600 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 11,280.000 0458- 1- 24 BRIDGE, BRIDGE #720249 & #720343 - BRIDGE-REPAIR/REHAB Limits: 72001000 Project(s): 44703925201(*) Federal Aid No: N/A Total Roadway Length: 6.117 Miles Contract Days: 150 Total Bridge Length: 6.174 Miles, the full advertisement Description: (I-295 (SR 9A) over St. Johns River (Buckman Bridges) #720249
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/mar13/e21b4.pdf?sfvrsn=acd62377_1E8U46
8,006.000 0561- 1- COATING EXISTING STRUCTURAL STEEL (43854815201 BRIDGE ID 750551) LS 1.000 0561- 1- COATING EXISTING STRUCTURAL STEEL (43854815201 BRIDGE ID 750604) LS 1.000 0561- 1- COATING EXISTING STRUCTURAL STEEL (43854815201 BRIDGE ID 750605) LS 1.000 0561- 1- COATING EXISTING STRUCTURAL STEEL (43854815201 BRIDGE ID 750607) LS 1.000 0561- 1- COATING EXISTING STRUCTURAL STEEL, Letting: 08240514 Call Order: 001 Proposal: E8U46 District:08 Counties: ORANGE Road Name: PAINT BRIDGES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may14/e8u46.pdf?sfvrsn=73edea14_2D0050001.do
of work includes both permanent and temporary works as appropriate to the project. (b)Permanent, )Temporary Works: Any temporary construction work necessary for the construction of the permanent works. This includes falsework, formwork, scaffolding, shoring, temporary earthworks, sheeting, cofferdams, and outside the limits of normal public access. (e)MajorandUnusualStructures: Bridges of complex, superstructures with spans over 150 feet [45 m]. 3.Steelboxand plate girder bridges. 4. S t e e l t r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0050001.do0e5c7a0a7bf74d63b7c94765327cf71b.pdf?sfvrsn=e562e36c_0BTOC
102-220 Temporary Detour Bridge - Steel H Pile Foundations 450-512 Bearing Plates (Type 2) - Prestressed Florida-I & AASHTO Type II Beams 102-230 Temporary Detour Bridge - Steel Pipe Pile, " Florida Slab Beam 102-200 Temporary Acrow 300 Series Detour Bridge General Notes & Details 450-453 18" Florida Slab Beam 102-201 Temporary Acrow 700XS Series Detour Bridge General Notes & Details 450-502 Beveled Bearing Plate Details - Prestressed Florida-U Beams 102-210 Temporary Detour Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/btoc.pdf?sfvrsn=2572241b_2BTOC
102-220 Temporary Detour Bridge - Steel H Pile Foundations 450-512 Bearing Plates (Type 2) - Prestressed Florida-I & AASHTO Type II Beams 102-230 Temporary Detour Bridge - Steel Pipe Pile, " Florida Slab Beam 102-200 Temporary Acrow 300 Series Detour Bridge General Notes & Details 450-453 18" Florida Slab Beam 102-201 Temporary Acrow 700XS Series Detour Bridge General Notes & Details 450-502 Beveled Bearing Plate Details - Prestressed Florida-U Beams 102-210 Temporary Detour Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/btoc.pdf?sfvrsn=c012d331_10050104Admin.FHWA
girder bridges. 4d. Steel truss bridges. 5e. Concrete segmental and longitudinally post-tensioned, to: (a)1. Bridge components not fully detailed in the plans, i.e. segments, steel girder details, to define some portion of the project work. The type of work includes both permanent and temporary, thereof required of the completed Contract. (c)3. Temporary Works: Any temporary construction, to bracing, falsework, formwork, scaffolding, shoring, temporary earthworks, sheeting, cofferdams
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0050104admin.fhwa.pdf?sfvrsn=49a620b2_0E8U39BidTabs
and pavement marking improvements, drainage improvements, bridge joint and riprap repairs, bridge, BRIDGEDECKEXPANSIONJOINT, REHABILITATION,POUREDJOINTWITH BACKERROD 438.000 LF, 006001022200 SPECIALDETOUR-TEMPORARY PAVEMENT44171815201 (42505.000) SY(LS) 512,000.00000512,000.001,071,778.990001,071,778.99618,000.00000618,000.00 006501022300 SPECIALDETOUR-TEMPORARY, 0002Roadway SECTION: 0115010299 PORTABLECHANGEABLEMESSAGE SIGN,TEMPORARY 308.000 ED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2023/sep12/e8u39bidtabs.pdf?sfvrsn=4c2d9c45_1E8V40
, widening of Bridge No. 870397 over Caribbean Boulevard, repair of Bridges 870395 over Black Creek Canal, /BRIDGES (43721115201 BRIDGE ID 870182) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43721115201 BRIDGE ID 870395) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43721115201 BRIDGE ID 870397) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43721115201 BRIDGE, OR METHACRYLATES SF 2,405.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 91,465.000 0415
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/mar28/e8v40.pdf?sfvrsn=7023349b_10050104-722impl
Temporary Works Affecting Public Safety2 Originator Reviewer Demolition Plans of Bridges, details, handrails, temporary operating systems for movable bridges etc. Originator Reviewer, and disposition stamp by Design EOR Steel Fabrication Drawings Originator Reviewer Steel, Prefabricated Bridge Elements and System Connection Mock-Up Plans Originator Reviewer Bridge, Bridges Originator Reviewer Table 5-1 Submittal and Review Requirements Shop Drawing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/0050104-722impl.pdf?sfvrsn=4193d80_2E6O74
- PENETRANT SEALER OR METHACRYLATES SF 34,612.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB, Days: 340 Total Bridge Length: 0.298 Miles Letting Date: 09/28/23 Total Proposal Length: 0.595 Miles, 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. Call Order: 002 Proposal: E6O74 ALT Item, - REMOVAL OF EXISTING STRUCTURES/BRIDGES (44480115201 870162) LS 1.000 0110- 3- REMOVAL OF EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/sep28/e6o74.pdf?sfvrsn=9b3a592f_10050104Admin.impl
and temporary works as appropriate to the project. 2.Permanent Works: All the permanent structures, to bracing, falsework, formwork, scaffolding, shoring, temporary earthworks, sheeting, cofferdams, . 5.MajorandUnusualStructures:Bridgesofcomplexgeometryand/or complex design. Generally, this includes, -supporting. Falsework includes steel or timber beams, girders, columns, piles and foundations, requiring a shop drawing submittal such as stay-in-place metal or concrete forms, or may be temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0050104admin.impl.pdf?sfvrsn=e830bfb1_01020906.FHWA
sections must comply with Design Standards, Index Nos. 412, 415 or 414. Temporary barrier used on bridge, to barriers meeting the requirements of 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, must comply with Design Standards, Index Nos. 412, 415 or 414. Temporary barrier used on bridge, to barriers meeting the requirements of Design Standards, Index No. 414. Temporary steel barrier may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1020906.fhwa.pdf?sfvrsn=3ef1b9bb_00050104-723origind
. Structurally continuous superstructures with spans over 150 feet. c. Steel box and plate girder bridges. d. Concrete or steel straddle piers and straddle pier caps. e. Steel truss bridges including, , Definitions and Terms. 1. Bracing: Temporary structural member(s) placed between beams, girders, to the construction or demolition of a bridge with continuous beams or girders if traffic is being placed under one, the Contractor to design, detail and incorporate into the permanent works. 4. Detailer: The steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/0050104-723origind.pdf?sfvrsn=6d932b5_1E1W13
steel along SR 72 for bridge(s) 170052 and 170065 in Sarasota County. MANDATORY SITE VISIT: January, (44594215201 Bridge No. 170052) LS 1.000 0561- 2- COATING EXISTING STRUCTURAL STEEL SF 3,694.000, POINT BRIDGE #170052 AND #170065 REPAIR Limits: 17110000 Project(s): 44594215201(*) Federal Aid No: N/A Total Roadway Length: 0.107 Miles Contract Days: 200 Total Bridge Length: 0.215 Miles Letting, Please read the full advertisement Description: The improvements under this Contract consist of bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/feb15/e1w13.pdf?sfvrsn=6802eb7d_2E55F7
, AT 10:00 AM EST, AT BRIDGES #700072 AND 700201, MEET AT THE BRIDGE TENDER HOUSE. PROPER PPE, , BRIDGE SUBSTRUCTURE CY 10.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 256.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 1,026.000 0460- 6- 2 LADDERS & PLATFORMS, REHAB, BARGE CANAL MOVABLE BRIDGE REHAB Limits: 70140000 Project(s): 45171815201(*) Federal Aid No: N/A Total Roadway Length: 0.056 Miles Contract Days: 210 Total Bridge Length: 0.000 Miles Letting Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/may06/e55f7.pdf?sfvrsn=2a9ee3c0_1E8U84
/BRIDGES (43716965201 BRIDGE ID 930429) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY, REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 38,288.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, Roadway Length: 1.045 Miles Contract Days: 280 Total Bridge Length: 0.045 Miles Letting Date: 05/21/24, for extending the northbound exit auxiliary lane and widening the northbound exit ramp and bridge, , RETAINING WALLS CY 35.600 0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 57.100 0400- 4- 11 CONC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may21/e8u84.pdf?sfvrsn=9149297f_10050104-722FHWA
Placed on Existing Bridges Originator Reviewer Bridge components not fully detailed in the Plans, i.e., post- tensioning details, handrails, temporary operating systems for movable bridges etc, Reviewer Construction Equipment Placed on Existing Bridges Originator Reviewer Bridge components, Check prints and disposition stamp by Design EOR Steel Fabrication Drawings Originator Reviewer Steel Erection Plan Originator Reviewer Geometry Control Manual Originator Reviewer Segmental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/0050104-722fhwa.pdf?sfvrsn=854856f4_2E4X25
CONCRETE CLASS II, APPROACH SLABS CY 14.800 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 1,779.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB 2,805.000 0458- 1- 11 BRIDGE DECK EXPANSION, No: N/A Total Roadway Length: 2.044 Miles Contract Days: 224 Total Bridge Length: 0.012 Miles, ), monitor structures (inspection, settlement), bridge (removal, superstructure, expansion joint, railing, reinforcing steel), earthwork (excavation, embankment), concrete (removal, prestressed pole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/aug02/e4x25.pdf?sfvrsn=59eaff3f_1