5763 search results for Standard Specifications
SPI-634Series
Standard Plans Instructions Topic No. 625-010-003 Index 634-001 Signal Cable and Span Wire Installation Details and 634-002 Aerial Interconnection FY 2025-26 1 Index 634-001 Signal Cable and Span Wire Installation Details and 634-002 Aerial Interconnection Design Criteria Structures Manual (SM), Volume 3 Index 634-002 is provided to illustrate a typical Aerial Interconnect (i.e., Aerial Junction box location, Messenger Wire, Cables, Grounding, and Lashing). See Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-634series.pdf?sfvrsn=1678bf7d_1SPI-700-090
Standard Plans Instructions Topic No. 625-010-003 Index 700-090 Dynamic Message Sign Walk-In FY 2025-26 1 Index 700-090 Dynamic Message Sign Walk-In Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1) ; Structures Manual (SM) , Volume 3, Design Assumptions and Limitations To be used in conjunction with Indexes 700-040 and 700-041. See notes Index 700-090 . See FDM 230 and 233. Plan Content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-700-090.pdf?sfvrsn=cc8df071_1SPI-700-110
Standard Plans Instructions Topic No. 625-010-003 Index 700-110 Mounting Exit Number Panels to Signs FY 2025-26 1 Index 700-110 Mounting Exit Number Panels to Signs Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS) ; Structures Manual (SM) , Volume 3, FDOT Modifications to LRFDLTS; FDOT Design Manual (FDM) Design Assumptions and Limitations See notes on Index 700-110 . Coordinate the addition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-700-110.pdf?sfvrsn=a667658b_1SPI-830-T01
Standard Plans Instructions Topic No. 625-010-003 Index 830-T01 Railroad Crossings FY 2025-26 1 Index 830-T01 Railroad Crossings Design Criteria FDOT Design Manual (FDM); Traffic Engineering Manual (TEM); Manual on Uniform Traffic Control Devices (MUTCD); Federal Railroad Administration; AASHTO Policy on Geometric Design of Highways and Streets, Highway-Rail Crossing Handbook 3 rd, 830-T01 requires a Technical Specifical Provision. Refer to the Specifications Handbook
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-830-t01.pdf?sfvrsn=e73b001b_1SPI-546Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 546-010 and 546-020 Ground-In Rumble Strips FY 2025-26 1 Indexes 546-010 and 546-020 Ground-In Rumble Strips Design Criteria FDOT Design Manual (FDM) Usage Criteria Limited Access – See FDM 211.4.4 . Arterials and Collectors – See FDM 210.4.6 . Plan Content Requirements See FDM 940 for plan content requirements, See the BOE and Specifications 546 for additional information on payment, pay item use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-546series.pdf?sfvrsn=35eb1ab6_32025FDM117MonitorExStructures
, and groundwater monitoring of existing structures during construction as described in Standard Specifications, , high mast lighting, and ITS poles. Because the Standard Specifications, Section 108, does not provide, in the Standard Specifications, Section 108, must be listed in a pay item note on the General Notes, in the Summary of Lump Sum Items table. Because Standard Specifications, Section 108, does not provide, Report in the Summary of Lump Sum Items table. Because Standard Specifications, Section 108, does
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm117monitorexstructures.pdf?sfvrsn=e7dafc3e_2SummaryOfChanges2025FPDMv1
Dec 2024 2025 FDOT Flexible Pavement Design Manual Summary of the Revisions: Chapter 4 o updated chapter per Roadway Design Bulletin 24-06, Friction Course Policy o Section 4.4, final bullet added a reference to the GTR for additional details on where to omit FC-5 near toll facilities; this was for clarification purposes only Chapter 5 o Table 5.4 & Table 5.6 added a new Optional Base Material (Calcarenite); this was also added to the Standard Specifications o Section 5.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/summaryofchanges2025fpdmv1.pdf?sfvrsn=6f20dc91_15210000.resp
the FY 2018-19 Standard Plans, Index 521-001(Concrete Barrier), all Concrete Barrier is now fully reinforced. Per Specifications Section 521-7, “The disposition of concrete cracks in barrier wallrigid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/5210000.resp.pdf?sfvrsn=c132844b_0SP0080303B.resp
. The proposed verbiage is consistent with the Standard Specifications (Section 8-3.3). No change made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/sp0080303b.resp.pdf?sfvrsn=e0a9de39_0D00300LR
AWARD AND EXECUTION OF CONTRACT. (REV 4-11-97) (FA 5-7-97) (7-00) ARTICLE 3-1 (of the Supplemental Specifications). The first and second sentences are deleted and the following substituted: Forthepurposeofaward,eachbidsubmitted shall consist of two parts whereby: StandardBid(A)=Thecorrectsummation of the products of the estimated quantities shown in the proposal, multiplied by their bid, to the Standard Bid (“A” portion) only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d00300lr.pdf?sfvrsn=865d4180_0D00300LR.DO
AWARD AND EXECUTION OF CONTRACT. (REV 4-11-97) (FA 5-7-97) (7-00) ARTICLE 3-1 (of the Supplemental Specifications). The first and second sentences are deleted and the following substituted: Forthepurposeofaward,eachbidsubmitted shall consist of two parts whereby: StandardBid(A)=Thecorrectsummation of the products of the estimated quantities shown in the proposal, multiplied by their bid, to the Standard Bid (“A” portion) only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d00300lr.do.pdf?sfvrsn=ab1aaa73_05480100.resp
the requirements of this Section.” Response: Proposed Article 4-1 of the Standard Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/5480100.resp.pdf?sfvrsn=9210df0e_02026FDM117MonitorExStructures
in Standard Specifications, Section 108. Monitor Existing Structures pay item numbers are lump sum; see, , overhead truss signs, high mast lighting, and ITS poles. Because the Standard Specifications, Section, the distances specified in the Standard Specifications, Section 108, must be listed in a pay item note, in the Standard Specifications, Section 108, must be listed in a pay item note on the General Notes sheet, in the Standard Specifications, Section 108. 117.3 Vibration Monitoring Vibration monitoring (pay
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm117monitorexstructures.pdf?sfvrsn=944a578d_2Revisions Home
Search Revisions to the published Standard Specifications for Road and Bridge Construction may be implemented to enhance safety; reduce costs; comply with new laws, rules or policies; incorporate new technology; update industry standards or practices; and other critical updates
https://www.fdot.gov/specifications/history-of-revisions/default.shtmSPI-444-T01
Standard Plans Instructions Topic No. 625-010-003 Index 444-T01 Deep Well Injection Box FY 2026-27 1 Index 444-T01 D eep Well Injection Box Design Criteria FDOT Design Manual (FDM); Drainage Manual (DM) Design Assumptions and Limitations Provide a casing depth of at least 60”. Open Hole Depth is 10’ – 20’. Determine size of Inflow and Outflow chambers using Table 3 of Index 425-010, Well Injection Box EA See the BOE and Specifications for additional information on payment, pay item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-444-t01.pdf?sfvrsn=5c898c06_1SPI-508-T01
Standard Plans Instructions Topic No. 625-010-003 Index 508-T01 Traffic Control Devices for Movable Span Bridge Signals FY 2026-27 1 Index 508-T01 Traffic Control Devices for Movable Span Bridge Signals Design Criteria Traffic Engineering Manual (TEM); Manual on Uniform Traffic Control Devices (MUTCD) Design Assumptions and Limitations Index 508-T01 provides typical applications, 508-T01 requires a Technical Specifical Provision. Refer to the Specifications Handbook for development
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-508-t01.pdf?sfvrsn=a80def39_1SPI-634Series
Standard Plans Instructions Topic No. 625-010-003 Index 634-001 Signal Cable and Span Wire Installation Details and 634-002 Aerial Interconnection FY 2026-27 1 Index 634-001 Signal Cable and Span Wire Installation Details and 634-002 Aerial Interconnection Design Criteria Structures Manual (SM), Volume 3 Index 634-002 is provided to illustrate a typical Aerial Interconnect (i.e., Aerial Junction box location, Messenger Wire, Cables, Grounding, and Lashing). See Specifications 620
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-634series.pdf?sfvrsn=185e23_1SPI-659-010
Standard Plans Instructions Topic No. 625-010-003 Index 659-010 Span Wire Mounted Sign Details FY 2026-27 1 Index 659-010 Span Wire Mounted Sign Details Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1) ; Structures Manual (SM); FDOT Design Manual (FDM); FDOT Traffic Engineering Manual (TEM) Design Assumptions and Limitations See notes on Index 659-010 and Structures Manual (SM), Volume 3. Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-659-010.pdf?sfvrsn=f81e0cf3_1SPI-659-020
Standard Plans Instructions Topic No. 625-010-003 Index 659-020 Camera Mounting Details FY 2026-27 1 Index 659-020 C amera Mounting Details Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1) ; Structures Manual (SM); FDOT Design Manual (FDM) Design Assumptions and Limitations See notes on Index 659-020 and Structures Manual (SM), Volume 3. Use in conjunction with Indexes 649-020 and 641-020. Plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-659-020.pdf?sfvrsn=d6835c50_1SPI-700-090
Standard Plans Instructions Topic No. 625-010-003 Index 700-090 Dynamic Message Sign Walk-In FY 2026-27 1 Index 700-090 D ynamic Message Sign Walk-In Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1); Structures Manual (SM), Volume 3, Design Assumptions and Limitations To be used in conjunction with Indexes 700-040 and 700-041. See notes Index 700-090. See FDM 230 and 233. Plan Content Requirements See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-700-090.pdf?sfvrsn=f526c5fc_1