4821 search results for Standard Specifications
D4-05-03-24BSN
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, OF CONTRACT Pursuant to Subsections 3-6 and 3-7 of the Standard Specifications, the successful bidder, READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2023-24 (SECTION 7-13) FOR INSURANCE, READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2023-24 (SECTION 7-13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/may03/d4-05-03-24bsn.pdf?sfvrsn=cf55adf6_11200010SS
in 120-10.1.4. When the initial Quality Control test results pass specifications, the Engineer will perform a Verification test to verify compliance with the specifications. Do not begin constructing another, meet the specifications. Verification test must meet the specifications. Difference between, Standard Proctor Maximum Density and material description. The Engineer may collect and test an Independent Verification Standard Proctor Maximum Density sample for acceptance in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1200010ssc645278a10fb4c108bee7bf4bff88a84.pdf?sfvrsn=b03c2f8b_0CM-650-03 Vehicular Traffic Signal Assembly Backplate
the provisions of Sections 650 and 995 of the FDOT Standard Specifications for Road and Bridge, are powder coated dull black (Federal Standard 595-37038) with a reflectance value not exceeding 25 percent as measured by ASTM E1347. FORMDROPDOWN Provide product literature, specifications, user, literature, specifications, user manual, or similar information that shows the product meets, All surfaces of the backplate are powder-coated in accordance with Military Standard MIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-650-03-vehicular-traffic-signal-assembly-backplate.docx?sfvrsn=7c0c17e4_1section62-061312
) Florida Department of Transportation Standard Specifications for Road and Bridge Construction. (C) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, , specifications, test methods, and Standard Indices are the requirements for Level II qualifications, (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. (E) Approved Product List (APL, of Transportation Specifications and other Contract Documents 6.2.5 GENERAL INFORMATION The Plants
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section62-061312.pdf?sfvrsn=23b04fad_1SPI-400-289
Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY, Specifications; Structures Design Guidelines (SDG); FDOT Design Manual (FDM) Design Assumptions, 400-292 Standard Precast Concrete Box Culverts may be substituted for Index 400-289 cast-in-place box culverts unless specifically prohibited by a plan note. See also the Standard Plans Instructions, . Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-289.pdf?sfvrsn=c9ea2bbe_1SPI-450-512
Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard is intended, Standard Plans Instructions Topic No. 625-010-003 Index 450-512 Bearing Plates (Type 2, . This standard contains generic details and notes for beveled and embedded bearing plates for prestressed, this standard with Indexes 450-010, 450-036, 450-045, 450-054, 450-063, 450-072, 450-078, 450-084, requires decimal units and correct sign convention: Standard Plans Instructions Topic No. 625-010-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-512.pdf?sfvrsn=8f5e0ea2_1SPI-400-011
Standard Plans Instructions Topic No. 625-010-003 Index 400-011 Gravity Wall FY 2024-25 1 Index 400-011 Gravity Wall Design Criteria AASHTO LRFD Bridge Design Specifications; Structures, been developed as a self-contained standard having pre-designed wall sections; therefore, , such as maintenance access. Standard Plans Instructions Topic No. 625-010-003 Index 400-011 Gravity, Minimum Toe Berm Width for Overall Stability - Scheme 2 Standard Plans Instructions Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-011.pdf?sfvrsn=a9c10f91_1SPI-400-289e
Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY, Specifications; Structures Design Guidelines (SDG); FDOT Design Manual (FDM) Design Assumptions, 400-292 Standard Precast Concrete Box Culverts may be substituted for Index 400-289 cast-in-place box culverts unless specifically prohibited by a plan note. See also the Standard Plans Instructions, . Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-289e.pdf?sfvrsn=f299e345_1SPI-400-011e
Standard Plans Instructions Topic No. 625-010-003 Index 400-011 Gravity Wall FY 2024-25 1 Index 400-011 Gravity Wall Design Criteria AASHTO LRFD Bridge Design Specifications; Structures, been developed as a self-contained standard having pre-designed wall sections; therefore, , such as maintenance access. Standard Plans Instructions Topic No. 625-010-003 Index 400-011 Gravity, Minimum Toe Berm Width for Overall Stability - Scheme 2 Standard Plans Instructions Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-011e.pdf?sfvrsn=cc7e2bcc_1SPI-450-512e
Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard is intended, Standard Plans Instructions Topic No. 625-010-003 Index 450-512 Bearing Plates (Type 2, . This standard contains generic details and notes for beveled and embedded bearing plates for prestressed, this standard with Indexes 450-010, 450-036, 450-045, 450-054, 450-063, 450-072, 450-078, 450-084, requires decimal units and correct sign convention: Standard Plans Instructions Topic No. 625-010-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-512e.pdf?sfvrsn=65f291e1_1SPI-450-512
Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard is intended, Standard Plans Instructions Topic No. 625-010-003 Index 450-512 Bearing Plates (Type 2, . This standard contains generic details and notes for beveled and embedded bearing plates for prestressed, this standard with Indexes 450-010, 450-036, 450-045, 450-054, 450-063, 450-072, 450-078, 450-084, requires decimal units and correct sign convention: Standard Plans Instructions Topic No. 625-010-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-512.pdf?sfvrsn=7650aaa0_1SPI-400-011
Standard Plans Instructions Topic No. 625-010-003 Index 400-011 Gravity Wall FY 2025-26 1 Index 400-011 Gravity Wall Design Criteria AASHTO LRFD Bridge Design Specifications; Structures, been developed as a self-contained standard having pre-designed wall sections; therefore, , such as maintenance access. Standard Plans Instructions Topic No. 625-010-003 Index 400-011 Gravity, Minimum Toe Berm Width for Overall Stability - Scheme 2 Standard Plans Instructions Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-011.pdf?sfvrsn=f7e48797_1SPI-400-289
Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY, Specifications; Structures Design Guidelines (SDG); FDOT Design Manual (FDM) Design Assumptions, 400-292 Standard Precast Concrete Box Culverts may be substituted for Index 400-289 cast-in-place box culverts unless specifically prohibited by a plan note. See also the Standard Plans Instructions, . Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-289.pdf?sfvrsn=87cbfdea_1E21U1BidTabs
of the current FDOT Standard Specifications for Road and Bridge Construction. Mobilization, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 3.030 GM 2,800.00000 8,484.00 10,000.00000 30,300.00 10,000.00000 30,300.00 0025 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30, 55,756.60 0030 0710 11201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" 1.439 GM 2,800.00000, (ASPHALT REPAIR (MECHANICAL) (TN SECTION: 0035 0711 15101 THERMOPLASTIC, STANDARD-OPEN GRADED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2025/may21/e21u1bidtabs.pdf?sfvrsn=5c1885c3_16330201-723origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information - incomplete forms will be returned) Contact the State Specifications Office for assistance, : Will the proposed revision require changes to: Publication Yes No Office Staff Contacted Standard Plans, of the following types of specifications (Hover over type to go to site.): Special Provisions Developmental Specifications List Specifications Affected: (ex. SP3270301, Dev330TL, Dev334TL etc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/6330201-723origind.pdf?sfvrsn=d369b6db_1SPI-450-010
Design Standard Instructions Topic No. 625-010-003 Index 450-010 Series Prestressed Florida-I, Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Index 450-010 is the lead standard for the Prestressed Florida-I Beam standard series which includes Indexes 450-010 through 450-096. Use this standard, in these Standard Drawings are generally assumed to act as simple spans under both Dead Load and Live
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-010.pdf?sfvrsn=f601cdbc_1SPI-450-010e
Design Standard Instructions Topic No. 625-010-003 Index 450-010 Series Prestressed Florida-I, Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Index 450-010 is the lead standard for the Prestressed Florida-I Beam standard series which includes Indexes 450-010 through 450-096. Use this standard, in these Standard Drawings are generally assumed to act as simple spans under both Dead Load and Live
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-010e.pdf?sfvrsn=7a1c2bb7_1E4X43
: A Contract / Performance bond is required for this project. PLEASE READ STANDARD SPECIFICATIONS, to, MOT (standard, special detour, pedestrian LCD, Arrow Board, PCMS, signalization, traffic, , SOD SY 228.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.035 0710- 11-160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL EA 2.000 0999- 16- PARTNERING, MARKINGS, FINAL SURFACE (44767215201) LS 1.000 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/nov01/e4x43.pdf?sfvrsn=61ff328a_1SPI-450-010
Design Standard Instructions Topic No. 625-010-003 Index 450-010 Series Prestressed Florida-I, Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Index 450-010 is the lead standard for the Prestressed Florida-I Beam standard series which includes Indexes 450-010 through 450-096. Use this standard, in these Standard Drawings are generally assumed to act as simple spans under both Dead Load and Live
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-010.pdf?sfvrsn=cca856e5_19670601int
Origination Form Specifications Name: Richard Stepp Specification Number: 967-6.1 Email, to placing a device on the APL. This followed the same philosophy as the Specifications Section 544-2, a disagreement . Do the changes affect other types of specifications? Neither List Specifications A f f e c t e d : O t h e r Affected Documents/Offices Contacted Yes/No Other Standard Plans, located on the Specifications landing page: https://www. f d o t . g o v / p r o g r a m m a n a g e m e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9670601int.pdf?sfvrsn=ad8258ad_1