5764 search results for Standard Specifications
E4Y44-R0
and not the contractor s bid total. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, EA 1.000 0538- 1- GUARDRAIL RESET LF 50.000 0550- 10-110 FENCING, TYPE A, 0.0-5.0', STANDARD LF, ALT Item Description Unit Quantity 0550- 10-118 FENCING, TYPE A, 0.0-5.0', TYPE A STANDARD, RESET EXISTING LF 100.000 0550- 10-220 FENCING, TYPE B, 5.1-6.0', STANDARD LF 2,000.000 0550- 10-221, - MOBILIZATION (EMERGENCY RESPONSE) EA 3.000 E536- 3-141 GUARDRAIL STANDARD PANEL (REPLACE) (SHOP BENT) LF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/oct03/e4y44-r0.pdf?sfvrsn=40400e29_1SPI-460-477
Standard Plans Instructions Topic No. 625-010-003 Index 460-477 Thrie-Beam Panel Retrofit, Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This Standard Plan Index is applicable for use along bridges or roadways, on the bridge railing and guardrail transition designs presented in this Standard as a guide. Contact the Structures Design Office for guidance in this event. This Standard Plans Index is intended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-460-477.pdf?sfvrsn=7e10712b_14300201.resp
. Neither the ASTM F 2562, nor AASHTO MP 20-13 specifications referenced in the Florida standard, . Therefore, the stresses in the PE resin are beyond what are experienced in standard HDPE drainage, . The Florida standard is allowing a resin of 435400 with no hydrostatic design basis. However, even the referenced standard AASHTO MP 20-13 has a hydrostatic design basis of 1000 psi. How can Florida expect a 100 year service life with lower resin requirements than the basic AASHTO standard? Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4300201.resp.pdf?sfvrsn=37c13061_0E4Y10
of a Cashier's Check, the BDI Bid or Proposal Bond (Form No. 375-020-16) or the standard Bid or Proposal Bond form, Form No. 375- 020-09). PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, ), or the standard Bid or Proposal Bond form, Form No. 375-020-09). WORK DRIVEN CONTRACT: The budgetary, OF STATIC PANELS EA 4.000 0701- 17-101 PROFILED THERMOPLASTIC,STANDARD- CONCRETE SURFACES, WHITE, 0710- 11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 30.000 0711- 11-102
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/jul11/e4y10.pdf?sfvrsn=dc1bec88_1CM-654-01 In-Roadway Warning Light Assembly
the provisions of Sections 995 and 654 of the FDOT Standard Specifications for Road and Bridge Construction, pushbutton. FORMDROPDOWN Provide product literature, specifications, user manual, or similar information, is normally dark until activated. FORMDROPDOWN Provide product literature, specifications, user, -button or, if used, a passive detector. FORMDROPDOWN Provide product literature, specifications, user, product literature, specifications, user manual, or similar information that shows the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-654-01-in-roadway-warning-light-assembly.docx?sfvrsn=bfb32c05_1CM-660-07 Automatic Vehicle Identification Detection System
and understands the provisions of Sections 660 and 995 of the FDOT Standard Specifications for Road, metal. FORMDROPDOWN Provide product literature, specifications, user manual, or similar information, communications interface. FORMDROPDOWN Provide product literature, specifications, user manual, and connector conform to TIA-232 standards. FORMDROPDOWN Provide product literature, specifications, user, ). FORMDROPDOWN Provide product literature, specifications, user manual, or similar information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-660-07-automatic-vehicle-identification-detection-system.docx?sfvrsn=ba39e8a0_1D3-06-12-25BSN
of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications, specified in the most current edition of the Department’s Standard Specifications for Road and Bridge, Pursuant to Subsections 3-6 and 3-7 of the Standard Specifications, the successful bidder shall execute, link https:// www.fdot.gov/contracts/cpp_online_ordering/bidder_assist.shtm , Standard Specifications, , unless stipulated in the project description and specifications. If deemed necessary by the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/d3-06-12-25bsn.pdf?sfvrsn=2362da24_2D3-06-19-25BSN
in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any Supplemental Specifications Packages, if it, Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized to do, OF CONTRACT Pursuant to Subsections 3-6 and 3-7 of the Standard Specifications, the successful bidder, to have a certificate of qualification, unless stipulated in the project description and specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun19/d3-06-19-25bsn.pdf?sfvrsn=ef7918d0_1SPI-450-299
Standard Plans Instructions Topic No. 625-010-003 Index 450-299 Florida-U Beams Build-Up & Deflection Data FY 2024-25 1 Index 450-299 Florida-U Beams Build-Up & Deflection Data Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Use this standard in conjunction with Indexes, for a single beam. See the following sketch: Standard Plans Instructions Topic No. 625-010-003 Index 450-299
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-299.pdf?sfvrsn=fb368078_1SPI-450-299e
Standard Plans Instructions Topic No. 625-010-003 Index 450-299 Florida-U Beams Build-Up & Deflection Data FY 2024-25 1 Index 450-299 Florida-U Beams Build-Up & Deflection Data Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Use this standard in conjunction with Indexes, for a single beam. See the following sketch: Standard Plans Instructions Topic No. 625-010-003 Index 450-299
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-299e.pdf?sfvrsn=46195703_1E4X24
. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2024-25 (SECTION 7-13, PAVEMENT MARKINGS, FINAL SURFACE (44931815201) LS 1.000 0711- 11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 906.000 0711- 11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/sep06/e4x24.pdf?sfvrsn=e2d19aa7_1SPI-450-299
Standard Plans Instructions Topic No. 625-010-003 Index 450-299 Florida-U Beams Build-Up & Deflection Data FY 2025-26 1 Index 450-299 Florida-U Beams Build-Up & Deflection Data Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Use this standard in conjunction with Indexes, for a single beam. See the following sketch: Standard Plans Instructions Topic No. 625-010-003 Index 450-299
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-299.pdf?sfvrsn=621c4169_1E4X78-R0
/ Performance bond is required for this project. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, , LATEX MODIFIED MORTAR- ACRYLIC CF 20.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.000 0710- 11-141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/apr04/e4x78-r0.pdf?sfvrsn=dfcda022_1LAP3340000-122comm
specification instead of having to reference the Standard Specifications for Road and Bridge Construction, in certain situations as described in Standard Specification 334-6.4.15.1.2 Acceptance Testing, of the asphalt mixture being produced. Where it states “Standard Specification 334-6.4.15.1.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/comments-responses/lap3340000-122comm.pdf?sfvrsn=bc3a5c27_2IndustryCommentResponse6350100REV-rs
now adds language to support the all-new Standard Plans Index 635-005 "Fiber Optic Optic Splice, this past year. Also, the "Fiber Optic Splice Vault" has been published as Developmental Standard, already. INDUSTRY COMMENTS AND RESPONSES BLACK = Comment BLUE = Specifications Response GREEN, is a concrete structure built by a contractor per the Standard Plans. It’s not a fabricated proprietary product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/industrycommentresponse6350100rev-rs.pdf?sfvrsn=6cba6d0e_16540000-722impl
in accordance with Standard Plans, Index 654-001. Use sign panel attachment hardware in accordance with Standard Plans, Index 700-010. Optional mast arm and pole installation may be used if shown in the Plans. Follow the manufacturer’s specifications on the number of RRFB units that are connected, for non-standard installations. Mast arms will be paid for separately. 654-5.4 Pedestrian Hybrid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/6540000-722impl.pdf?sfvrsn=ab18b581_26760000.comm
products to be re-evaluated for meeting the new specifications. I have not received information from, volt standard male duplex plug on one end and a L5-30 receptacle on the other end of the cable, on one end to attach whichever receptacle to work that signal and the other end is the standard, . The plugs on each end of the cable need to be specified as a standard 120 volt duplex male plug
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/6760000.comm.pdf?sfvrsn=799988f3_0SP3460902SL
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING FREQUENCY. (REV 6-25-10) (FA 7-8-10) (1-11) SUBARTICLE 346-9.2 (of the Supplemental Specifications) is deleted and the following substituted, been verified and have attained an average strength greater than two standard deviations above, verified and have attained an average strength greater than two standard deviations above the specified, design and the same production facility is less than the specified minimum plus two standard deviations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3460902sl.pdf?sfvrsn=cbc59429_0SP3460902SL
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING FREQUENCY. (REV 6-25-10) (FA 7-8-10) (1-11) SUBARTICLE 346-9.2 (of the Supplemental Specifications) is deleted and the following substituted, been verified and have attained an average strength greater than two standard deviations above, verified and have attained an average strength greater than two standard deviations above the specified, design and the same production facility is less than the specified minimum plus two standard deviations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp3460902sl.pdf?sfvrsn=fde3924d_0SP3460902SL
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING FREQUENCY. (REV 6-25-10) (FA 7-8-10) (1-11) SUBARTICLE 346-9.2 (of the Supplemental Specifications) is deleted and the following substituted, been verified and have attained an average strength greater than two standard deviations above, verified and have attained an average strength greater than two standard deviations above the specified, design and the same production facility is less than the specified minimum plus two standard deviations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp3460902sl.pdf?sfvrsn=d3727a5d_0