1272 search results for temporary steel bridge
E59B3
Total Bridge Length: Letting Date: 10/03/23 Total Proposal Length: 1 . 764 Miles 0.000 Miles, / ADVANCE WARNING ARROW PANEL ED 390.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 808.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 1,980.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 1,980.000 0102-115- TYPE III BARRICADE ED, DETECTOR POST EA 1.000 0646- 1- 60 ALUMINUM SIGNALS POLE, REMOVE EA 26.000 0649- 16- 5 STEEL MONOTUBE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/oct03/e59b3.pdf?sfvrsn=41b6c6a3_2E6O80
Roadway Length: 0.000 Miles Contract Days: 730 Total Bridge Length: 0.000 Miles Letting Date, FOR TEMPORARY DRIVEWAY MAINTENANCE CY 50.000 0102- 14- TRAFFIC CONTROL OFFICER HR 150.000 0102- 60- WORK ZONE SIGN ED 6,000.000 0102- 71- 15 TEMPORARY BARRIER, F&I, ANCHORED LF 300.000 0102- 71- 16 TEMPORARY BARRIER, F&I, FREE STANDING LF 1,000.000 0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, - 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 5.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/nov16/e6o80.pdf?sfvrsn=35b31a89_14620000-723impl
Stress: Maximum temporary stress (i.e., jacking stress) in PT steel must not exceed 80% and 75, containment assemblies, filler material, and related steel reinforcement. Use the most stringent, steel, furnish all PT system components from a single supplier (vendor). 3. Submit PT system shop, to the Engineer for review and written approval. 11. Arches, cable supported and extradosed bridges, of this Section or Section 960. 462-2.2 Steel Reinforcing: 462-2.2.1 Mild Steel: 1. Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/4620000-723impl.pdf?sfvrsn=c30e5c44_13500000SS
or required, use concrete reinforced with steel bars or steel fabric, in accordance with details, of a breakdown of equipment. 2.Amethod to ensure the proper placement of reinforcing steel, tie bars, call for reinforced concrete pavement, place the steel reinforcement in the pavement slab, that the reinforcing steel is free from any of the following which could impair bonding of the steel, by insertion through the forms, by insertion through a temporary support form placed against the form
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3500000ss.pdf?sfvrsn=105877e7_0Scope_of_Services_Stage_I _01192024_Ad_25121
/A) ....................................................................................................................................................... 37 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT (N/A) ............................................ 37 11 STRUCTURES - TEMPORARY BRIDGE (N, CONCRETE BRIDGE (N/A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE (N/A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 14 STRUCTURES - STRUCTURAL STEEL BRIDGE (N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25121/scope_of_services_stage_i-_01192024_ad_25121.pdf?sfvrsn=8df19963_1D1-11-07-2024BSN
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, /bidder_assist.shtm , the Standard Specifications for Road and Bridge Construction and the Special, No: N/A Total Roadway Length: 0.098 Miles Contract Days: 135 Total Bridge Length: 0.098 Miles, of spall repair, pile jackets, expansion joints and ditch pavement along SR 78 for Bridge #050057
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/nov07/d1-11-07-2024bsn.pdf?sfvrsn=53a79e61_15210000.impl
the barrier wall. Do not use permanent precast concrete barrier wall on bridge or box culvert, in the Plans and the Design Standards. 521-3 Precast Temporary Barrier Wall. Meettherequirements of 102-9.5.2, . For barrier wall on bridge structures or approach slabs, space contraction joints as shown, joints. Barrier wall on bridge structures and approach slabs to be removed shall be included, compensation for all work specified in this Section, including all reinforcing steel, conduits, materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/5210000.impl.pdf?sfvrsn=f61f062a_02024FDM230SPavtMarkings
be used 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, 230.2.5 Signs on Barriers and Traffic Railings For information regarding attachments to bridge traffic, substrates as follows: asphalt pavement (A), concrete pavement (C), and concrete bridge deck (B). The table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm230spavtmarkings.pdf?sfvrsn=a24d4472_1LADIV1-725
Specifications from Department of Transportation Standard Specifications for Road and Bridge, temporary portions of the project work or for special items of the permanent works not fully detailed, of Acceptance for Major Design Modifications of Category 2 Bridges: A Proposal that proposes major design modifications of a category 2 bridge, as determined by the Engineer, shall have the following conditions of acceptance: All bridge Plans relating to the Proposal shall undergo an independent peer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/lap/finalized/ladiv1-725.docx?sfvrsn=d0850ab0_1LADIV1-ClassABCD-724
of Category 2 Bridges: A Proposal that proposes major design modifications of a category 2 bridge, as determined by the Engineer, shall have the following conditions of acceptance: All bridge Plans, for Road and Bridge Construction The following excerpts from the Standard Specifications and Special, temporary portions of the project work or for special items of the permanent works not fully detailed, bridge load ratings. 4-3.9.7 Sharing Arrangements: If the Department approves a Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/ladiv1-classabcd-724.pdf?sfvrsn=7227116b_1LADIV1-Class A B C D-724
of Category 2 Bridges: A Proposal that proposes major design modifications of a category 2 bridge, as determined by the Engineer, shall have the following conditions of acceptance: All bridge Plans, for Road and Bridge Construction The following excerpts from the Standard Specifications and Special, temporary portions of the project work or for special items of the permanent works not fully detailed, be in compliance with all applicable Department, FHWA and AASHTO criteria requirements including bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/ladiv1-class-a-b-c-d-724.pdf?sfvrsn=b0732b44_1LADIV1-Class A B C D-724
Checklist Specifications from Department of Transportation Standard Specifications for Road and Bridge, of components, systems, or installation methods and equipment for specific temporary portions, the Contract. 4-3.9.6 Conditions of Acceptance for Major Design Modifications of Category 2 Bridges: A Proposal that proposes major design modifications of a category 2 bridge, as determined by the Engineer, shall have the following conditions of acceptance: All bridge Plans relating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/ladiv1-class-a-b-c-d-724a94e59d5-6f5e-4792-96ef-3d7451efce90.pdf?sfvrsn=1d013e3c_2LADIV1-724
Checklist Specifications from Department of Transportation Standard Specifications for Road and Bridge, of components, systems, or installation methods and equipment for specific temporary portions, the Contract. 4-3.9.6 Conditions of Acceptance for Major Design Modifications of Category 2 Bridges: A Proposal that proposes major design modifications of a category 2 bridge, as determined by the Engineer, shall have the following conditions of acceptance: All bridge Plans relating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/ladiv1-724.pdf?sfvrsn=e42b6ec8_1ExampleDSOS.v.2023.01.2
. . . . . . . . 47 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 11 STRUCTURES - TEMPORARY BRIDGE, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 14 STRUCTURES - STRUCTURAL STEEL BRIDGE, BDR (Activity 10) Temporary Bridge (Activity 11) Short Span Concrete (Activity 12) Medium, 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/scope/2023/2023/exampledsos-v-2023-01-2.pdf?sfvrsn=52d52cf8_1449737-1 ScopeOfServices
TASKS AND DRAWINGS 37 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT (N/A) 38 11 STRUCTURES - TEMPORARY BRIDGE (N/A) 38 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE (N/A) 38 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE (N/A) 38 14 STRUCTURES - STRUCTURAL STEEL BRIDGE (N/A) 38 15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE (N/A) 38 16 STRUCTURES - MOVABLE SPAN (N/A) 38 17 STRUCTURES - RETAINING WALLS, OF SERVICES FOR CONSULTING ENGINEERING SERVICES HIGHWAY AND BRIDGE/STRUCTURAL DESIGN This Exhibit forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25143/449737-1-scopeofservices.docx?sfvrsn=5b583246_14550201FHWA
to the satisfaction of the Engineer. Clean all areas of rust on structural steel items, and recoat, of an unstressed steel rod placed, greased for reducing friction and corrosion, with appropriate, 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 (to stick the pile, of the final driving of steel bearing piles for bearing determinations after all piles in the bent/pier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4550201fhwa.pdf?sfvrsn=1088a38c_14550201ind
on structural steel items, and recoat those areas in accordance with Section 560. Return all load, and install telltales that consist of an unstressed steel rod placed, greased for reducing friction, 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, for the last 15 feet or more of the final driving of steel bearing piles for bearing determinations after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4550201ind.pdf?sfvrsn=c18d4d75_1OOM_20250127_2024-Maintenance-Contract-Cost-Summary-By-Pay-Item-Number
SPLICES EA 20.000 $60,000.00 $3,000.00 0455133 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 1,788.000, MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE CY 101.000 $4,460.00 $44.16 0102 4 1 PEDESTRIAN OR BICYCLE, $80.97 0102 60 WORK ZONE SIGN ED 14,009.000 $23,872.41 $1.70 0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF 204.000 $10,608.00 $52.00 0102 71 16 TEMPORARY BARRIER, F&I, FREE STANDING LF 1,072.000 $33,280.00 $31.04 0102 71 26 TEMPORARY BARRIER, RELOCATE, FREE STANDING LF 106.000 $1,060.00 $10.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/cont/oom_20250127_2024-maintenance-contract-cost-summary-by-pay-item-number.pdf?sfvrsn=7201e146_12-BABA Implementation Plan- Construction Academy, Fall 2024
o g y Buy America: Ongoing Iron and Steel, and Manufactured Products, beginning in the 1980s, for Iron, Steel, and Manufactured Products (waiver) 2021: IIJA Signed, implementation in May 2022, certifications, other than Iron/Steel collected in the field Buy America (Iron, Steel, Manufactured Products, - Plants, non-lumber plant materials (BABA exempt) BABA: New Federal Guidance Iron and Steel, Specifications and how product or material arrives at the construction site. Temporary • Exempt 70917(c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/2-baba-implementation-plan--construction-academy-fall-2024.pdf?sfvrsn=92fc33e8_12024-2025 1st Quarter SRES Report
an apparent reprieve for FDOT’s structural concrete prices – albeit temporary. After nearly, . STEEL Reinforcing steel appears to be returning to more commodity-like pricing, while Structural steel bids reflect varied behavior. Contractors are less optimistic about structural steel prices. Mill, is calculated by assessing awarded and average bids. The share of aggregate, asphalt, concrete, and steel, see an increase of 3.19% in the price of reinforcing steel and 2.37% in the price of structural steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/quarterly/2024-2025-1st-quarter-sres-report.pdf?sfvrsn=2458c275_1