1272 search results for temporary steel bridge
E3W23Addendum009
Drive and two new bridges spanning St. Andrews Bay. The project includes bridge replacement, pavement marking transitions and removal of temporary traffic control markings. SR 30 (US 98) Bridge, be replaced with two – two-lane three- lane parallel bridges on independent foundations. Each bridge, to end project. within the limits of the new bridges, bridge approaches within limits of retaining, : E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum009.pdf?sfvrsn=b9b4fcdd_11-07DesignBuildBoilerplate.newA
Institute of Architects. AISI American Iron and Steel Institute ANSI American National Standards, a Design-Build Firm submitting a proposal for the proposed work. Bridge. Astructure, is considered a bridge, where the length between the extreme ends of the openings exceeds 20 feet, and equipment for specific temporary portions of the project work or for special items of the permanent, a n d a r d S p e c i f i c a t i ons: “ S t a n dard Specifications for Road and Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/design-build/1-07designbuildboilerplate.newa.pdf?sfvrsn=9e7268ea_07-10DesignBuildBoilerplate
American Institute of Architects. AISI American Iron and Steel Institute ANSI American National, 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 U n d e r w r i t e, for the proposed work. Bridge. Astructure,includingsupports,erectedoveradepressionoroveranobstructionsuchas, supports. A multiple-span box culvert is considered a bridge, where the length between the extreme, , 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/2010/july-2010/design-build/7-10designbuildboilerplate.pdf?sfvrsn=dc2ec8fc_0D5-05-07-24BSN60Day
- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44979215201) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE, - BRIDGE SUPERSTRUCTURE LB 2,418.000 0460- 1- 15 STRUCTURAL STEEL - REHABILITATION, MISCELLANEOUS, and Bridge Construction, or as amended by the project Specifications Package or any Supplemental, edition of the Department’s Standard Specifications for Road and Bridge Construction. Insurance, -assist.shtm, Standard Specifications for Road and Bridge Construction and the Special Provisions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/d5-05-07-24bsn60day.pdf?sfvrsn=44603dcd_32024FDMPart9
• Retention and detention ponds, pond number and area size • Bridges and bridge culverts, , for Drainage Maps, supplemental site maps, bridge repair plans). 900.2 Labeling and Dimensioning, Slopes (e.g., pavement, shoulder surfaces, sidewalks, bridge decks) - as a decimal part of a foot, 24 x36 36 x 48 36 x 72 904 Landscape Opportunity X X X X 905 Cross Sections X X X X 906 Bridge, potential impacts or constraints (e.g., R/W, utilities, wetlands, existing bridge structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmpart9.pdf?sfvrsn=d4360b6c_1102-210IntReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS Summary of the changes: All, : REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE, PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 2 3 102-210, DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 3 3 102-210 Typ. Typ. (shown dashed) Steel Grid Deck, PLANS FY 2026-27 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE BACKWALL BENT 1 3 11/01/25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-210intreviewpkg.pdf?sfvrsn=12201903_1102-210IndReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS Summary of the changes: All, : REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE, PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 2 3 102-210, DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 3 3 102-210 Typ. Typ. (shown dashed) Steel Grid Deck, PLANS FY 2026-27 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE BACKWALL BENT 1 3 11/01/25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-210indreviewpkg.pdf?sfvrsn=b2e17ba4_1102-210FHWAReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS Summary of the changes: All, : REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE, PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 2 3 102-210, DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 3 3 102-210 Typ. Typ. (shown dashed) Steel Grid Deck, PLANS FY 2026-27 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE BACKWALL BENT 1 3 11/01/25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-210fhwareviewpkg.pdf?sfvrsn=c259af30_1102-210FHWA-Approved
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS Summary of the changes: All, : REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER PILE, TEMPORARY DETOUR BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 2 3 102-210 ~ ( M i n . ) 1 ' - 0, BRIDGE TIMBER PILE FOUNDATIONS 07/01/06 3 3 102-210 Typ. Typ. (shown dashed) Steel Grid Deck, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX TEMPORARY DETOUR BRIDGE TIMBER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-210fhwa-approved.pdf?sfvrsn=13d05a03_11-09DesignBuildBoilerplate
Association AIA American Institute of Architects. AISI American Iron and Steel Institute ANSI American, 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 U, for the proposed work. Bridge. Astructure,includingsupports, faces of end supports. A multiple-span box culvert is considered a bridge, where the length between, components, systems, or installation methods and equipment for specific temporary portions of the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/design-build/1-09designbuildboilerplate.pdf?sfvrsn=bd81f631_09600000.origind
in a completed structure, including temporary erection PT left in-place and permanent PT for design capacity, *.........Section 938 Reinforcing Steel (mild) .....................................Section 415, prestress steel strand directly to concrete. Embedded anchorages for bars are permitted. Strand, at least 96% of PT steel actual ultimate strength when tested in an unbonded state, without exceeding, Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications. 4. Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9600000.origind.pdf?sfvrsn=34389ee_09600000.impl
) components remaining in a completed structure, including temporary erection PT left in-place and permanent, for Post Tensioned Structures*.........Section 938 Reinforcing Steel (mild, prestress force by bonding prestress steel strand directly to concrete. Embedded anchorages for bars, develop at least 96% of PT steel actual ultimate strength when tested in an unbonded state, without, with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications. 4. Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9600000.impl.pdf?sfvrsn=6cf342f9_0SPM7000100-725-i19917
. Erect overhead traffic signs partially or completely over the traveled roadway or mounted on bridges, of temporary signs, and installation of temporary barricades or other temporary traffic control, grade 316 stainless steel. For In-Street signs, see 700-7. Table 700-1 Static Sign Panel, materials (plates, bars, shapes, bolts, nuts, and washers) in accordance with Section 965. Stainless steel, be substituted. Steel plates, shapes and hardware must meet Section 962. 700-2.2.3 Retroreflective Sign
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm7000100-725-i19917.pdf?sfvrsn=3af02b34_1SPM7000100cln
. Erect overhead traffic signs partially or completely over the traveled roadway or mounted on bridges, but is not limited to immediate replacement of damaged or missing regulatory signs, installation of temporary signs, and installation of temporary barricades or other temporary traffic control devices until, stainless steel. For In-Street signs, see 700-7. Table 700-1 Static Sign Panel Requirements, materials (plates, bars, shapes, bolts, nuts, and washers) in accordance with Section 965. Stainless steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/implemented/spm7000100cln.docx?sfvrsn=2423838a_1E3W23Addendum010
and two new bridges spanning St. Andrews Bay. The project includes bridge replacement, roadway, marking transitions and removal of temporary traffic control markings. SR 30 (US 98) Bridge, be replaced with two – two-lane three- lane parallel bridges on independent foundations. Each bridge, to end project. within the limits of the new bridges, bridge approaches within limits of retaining wall, : E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum010.pdf?sfvrsn=b62092bd_1E3W23Addendum011
(US 98) from begin project to end project. within the limits of the new bridges, bridge approaches, : E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019, FOR PROPOSAL for SR 30 (US 98) OVER ST ANDREWS BAY ICWW BRIDGE NO. 460019 Bay County, FL, (SP4550000DB) Value Added Bridge Component (DEV475) Road Weather Information System (RWIS) (DEV 688) Duplex Coating for Structural Steel (DEV 564) Permit Applications FDEP ERP – To be provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum011.pdf?sfvrsn=dd94df8_1E8U76BidTabs
: 0005 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 40614355201 BRIDGE ID 930447 (9444.000) SF, REMOVAL OF EXISTING STRUCTURES/BRIDGES 40614355201 BRIDGE ID 930565 (49492.000) SF (LS, REMOVAL OF EXISTING STRUCTURES/BRIDGES 40614355201 BRIDGE ID 931004 (3757.000) SF (LS, OF EXISTING STRUCTURES/BRIDGES 40614355201 BRIDGE ID 934971 (33871.000) SF (LS) 1,000,000.00000, 163,800.00 2,200.00000 171,600.00 0090 0415 1 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 1,141,325.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/jun21/e8u76bidtabs.pdf?sfvrsn=16e2299f_14520200.origind
Specifications Engineer SUBJECT: Proposed Specification: 4520200 Precast Segmental Bridge Construction, is encouraged. DH/dt Attachment 4520200 All Jobs PRECAST SEGMENTAL BRIDGE CONSTRUCTION. (REV, for Precast Superstructure Segments. 452-5.3 Reinforcing Steel: Use ASTM A615, Grade 60 reinforcing steel which meets the requirements of Section 415. When welding reinforcing steel, meet, prepared welded reinforcing grillages. Field welding of reinforcing steel is not allowed. 452-5.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4520200.origind.pdf?sfvrsn=ef8df695_0Historical Item Averages Statewide 12 Months
SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 51 $85.99 $21,816,057.09 253,718.400 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 2400 1 $625,000.00 $1,250,000.00 2.000 EA N SPECIAL DETOUR- TEMPORARY BRIDGE 0102 3 44 $103.26 $715,477.91 6,928.900 CY N COMMERCIAL MATERIAL FOR TEMPORARY, - RETAINING WALL 0415 1 4 25 $1.45 $10,031,250.45 6,901,721.000 LB N REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 0415 1 5 37 $1.60 $7,243,253.31 4,527,310.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0415
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/statewide/pdf/historical-item-averages-statewide-12-months.pdf?sfvrsn=32501f5b_29320100ind
. These materials may also be used to seal joints in portland cement concrete bridges and other, Modulus Silicone Sealants Types A, B or C for bridge expansion joints. Silicones shall be identified, , used in sealing horizontal and vertical joints in cement concrete pavements and bridges (i.e., pavements and bridges (i.e., concrete-concrete joints). Tooling is not normally required. Type C, (including joints on moderate slopes) in cement concrete pavements and bridges (i.e., concrete-concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9320100ind.pdf?sfvrsn=443c3d6c_1