4817 search results for Standard Specifications

9950201-724origind

Publications: Publication Yes No Office Staff Contacted Standard Plans Index Traffic Engineering Manual, 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, publications in this Section been verified for accuracy? Contact the State Specifications Office, ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9950201-724origind.pdf?sfvrsn=6674d51_1

2024FDM908DrngXSections

) worksheet is provided to the Contractor to facilitate Contractor compliance with Standard Specifications, Section 104 . These sheets may also be used to convey supplemental information during, Up This sheet may be produced on a standard-format sheet (11”x17”) or a large-format sheet (24”x36, the following horizontal scales: Standard Optional Curbed Roadways 1” = 40’ 1” = 50’ Flush-shoulder

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm908drngxsections.pdf?sfvrsn=67008ad6_1

SPI-521-650

 Standard Plans Instructions Topic No. 625-010-003 Index 521-650 Light Pole Pedestal – Wall Coping FY 2024-25 1 Index 521-650 Light Pole Pedestal – Wall Coping Design Criteria AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations, , and 521-510 as appropriate. Anchor Bolts were designed for wind loads on Standard Index 715-040 Light Poles, Payment Note on the Standard Plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-650.pdf?sfvrsn=ecd6029e_1

SPI-521-660

 Standard Plans Instructions Topic No. 625-010-003 Index 521-660 Light Pole Pedestal - Bridge FY 2024-25 1 Index 521-660 Light Pole Pedestal - Bridge Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations Use, , and Luminaire Arm Lengths of Standard Index 715-040 Light Poles. For poles at or below elevations, Payment Note on the Standard Plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-660.pdf?sfvrsn=8595e02_1

SPI-521-650e

 Standard Plans Instructions Topic No. 625-010-003 Index 521-650 Light Pole Pedestal – Wall Coping FY 2024-25 1 Index 521-650 Light Pole Pedestal – Wall Coping Design Criteria AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations, - 510 as appropriate. Anchor Bolts were designed for wind loads on Standard Index 715-040 Light, Payment Note on the Standard Plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-650e.pdf?sfvrsn=fb057f6f_2

2025FDM908DrngXSections

(SRCC) worksheet is provided to the contractor to facilitate contractor compliance with Standard Specifications, Section 104 . These sheets may also be used to convey supplemental information during, This sheet may be produced on a standard-format sheet (11”x17”) or a large-format sheet (24”x36”, 36, horizontal scales: Standard Optional Curbed Roadways 1” = 40’ 1” = 50’ Flush-shoulder Roadways 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm908drngxsections.pdf?sfvrsn=a4845e0b_3

SPI-521-660

 Standard Plans Instructions Topic No. 625-010-003 Index 521-660 Light Pole Pedestal - Bridge FY 2025-26 1 Index 521-660 Light Pole Pedestal - Bridge Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations Use, , and Luminaire Arm Lengths of Standard Index 715-002 Light Poles with a maximum 40 foot luminaire, No separate payment is made for Light Pole Pedestals. See Payment Note on the Standard Plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-660.pdf?sfvrsn=f80fd45e_1

SPI-521-650

 Standard Plans Instructions Topic No. 625-010-003 Index 521-650 Light Pole Pedestal – Wall Coping FY 2025-26 1 Index 521-650 Light Pole Pedestal – Wall Coping Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations, , and 521-510 as appropriate. Anchor Bolts were designed for wind loads on Standard Index 715-002 Light Poles, Note on the Standard Plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-650.pdf?sfvrsn=67d46b76_1

SPI-521-660

 Standard Plans Instructions Topic No. 625-010-003 Index 521-660 Light Pole Pedestal - Bridge FY 2025-26 1 Index 521-660 Light Pole Pedestal - Bridge Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations Use, , and Luminaire Arm Lengths of Standard Index 715-002 Light Poles with a maximum 40 foot luminaire, No separate payment is made for Light Pole Pedestals. See Payment Note on the Standard Plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-660495756eb-a58f-4b91-8640-72f0692e9f71.pdf?sfvrsn=e3b4e161_1

SPI-521-650

 Standard Plans Instructions Topic No. 625-010-003 Index 521-650 Light Pole Pedestal – Wall Coping FY 2025-26 1 Index 521-650 Light Pole Pedestal – Wall Coping Design Criteria AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations, - 510 as appropriate. Anchor Bolts were designed for wind loads on Standard Index 715-002 Light, Payment Note on the Standard Plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-650db527253-bd9d-46dc-90f6-748954fcc787.pdf?sfvrsn=a6be83c6_1

1020909.origind

. This specification is also being moved from the Department’s Minimum Specifications for Traffic Control Signals and Devices (MSTCSD) to the Sections 102 and 990 of the Standard Specifications for Road and Bridge Construction (SSRBC) as part of the Consolidation of Products and Specifications (COPS, the Minimum Specifications for Traffic Control Signals and Devices (MSTCSD) and the Standard, to the SSRBC include COPS committee members from the Construction, Specifications and Estimates

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1020909.origind.pdf?sfvrsn=74bf41c2_0

5230202.FHWA

: Office of Design, Specifications Section 523 Proposed Specification: 5230202 Patterned Pavement, at 414-4130. Sincerely, Daniel Scheer, P.E. State Specifications Engineer DS/cah Attachment cc: Florida, . Manufacturer’s specifications and procedures for materials and installation for each use above. 4, in accordance with the manufacturer’s specifications and procedures, has been tested in accordance with either: a. ASTM E-274, Skid Resistance of Paved Surfaces using a standard ribbed full scale tire

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/5230202.fhwa.pdf?sfvrsn=c544af4d_0

0010300Admin.FHWA

the Contract. A. Standard Specifications: “Standard Specifications for Road and Bridge Construction, of materials and labor. B. Supplemental Specifications: Approved additions and revisions to the Standard, adopted by the Department that add to or revise the Standard Specifications or supplemental specifications, setting forth conditions varying from or additional to the Standard Specifications applicable, , procedure, or material. Standard Specifications. Seedefinition for Specifications. State

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0010300admin.fhwa.pdf?sfvrsn=9453378a_0

SPI-471-030

 Standard Plans Instructions Topic No. 625-010-003 Index 471-030 Fender Systems - Prestressed, project. Standard Plans Index 471-030 includes a fully designed Fender System with 14" square, Fender System design criteria, assumptions and limitations. Use this standard with Index 510-001, . Coordinate design with Index 510-001 and Specifications Section 510. • Access ladders and catwalks, concrete piles into soil having a blow count (N) greater than 6. Standard Plans Instructions Topic

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-471-030.pdf?sfvrsn=f47acfdb_1

SPI-102-100

 Standard Plans Instructions Topic No. 625-010-003 Index 102-100 Series – Temporary Barrier FY, Control Devices (MUTCD); Standard Plans, Index 102- 600; FDOT Design Manual (FDM); AASHTO Roadside, Specification 102, Standard Plans, Index 102-600 and FDM 215. Index 102-100 provides requirements, - Determining Begin/End Temporary Barrier Stations: The standard method of determining Temporary Barrier, hazard configurations. The program is located under Design Tools on the Standard Plans website

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-102-100.pdf?sfvrsn=a5654acf_1

SPI-471-030

 Standard Plans Instructions Topic No. 625-010-003 Index 471-030 Fender Systems - Prestressed, project. Standard Plans Index 471-030 includes a fully designed Fender System with 14" square, for additional Fender System design criteria, assumptions and limitations. Use this standard with Index, point. Coordinate design with Index 510-001 and Specifications Section 510. • Access ladders, prestressed concrete piles into soil having a blow count (N) greater than 6. Standard Plans

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-471-030.pdf?sfvrsn=ec6d588e_1

Section6 1_041214

Department of Transportation. B) Florida Department of Transportation Standard Specifications for Road, D 1056, Flexible Cellular Materials-Sponge or Expanded Rubber (17) AASHTO Standard Specifications, Polyethylene (HPDE) Pipe (1) AASHTO Standard Specifications for Highway Bridges, LRFD Section 12. (2) AASHTO, Pipes 6.1.11.6 Polypropylene Pipe (1) AASHTO Standard Specifications for Highway Bridges, LRFD, of the Florida Department of Transportation Standard Specifications. 2. ASTM D-3212 Standard

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section6-1_041214.pdf?sfvrsn=c43f52dd_1

6540205-122origind

 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, : Daniel Strickland, P.E., State Specifications Engineer SUBJECT: Proposed Specification: 6540205, Specifications: Equipment must operate on solar power or a nominal voltage of 120 V alternating current (VAC

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/6540205-122origind.pdf?sfvrsn=12be432e_2

2340100-122origind

 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, : Daniel Strickland, P.E., State Specifications Engineer SUBJECT: Proposed Specification: 2340100, a Superpave asphalt concrete base course as defined in these Specifications. Base course mixes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/2340100-122origind.pdf?sfvrsn=43b9f6df_2

SP5800204FA.origind

 ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information - incomplete forms will be returned) Contact the State Specifications Office for assistance, No Office Staff Contacted Standard Plans Index Traffic Engineering Manual FDOT Design Manual, Distribution List FROM: Dan Hurtado, P.E., State Specifications Engineer SUBJECT: Proposed, to provide consistency with other landscaping specifications. Please share this proposal with others

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/sp5800204fa.origind.pdf?sfvrsn=a97582d9_0
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