5765 search results for Standard Specifications
SPI-521-511
Standard Plans Instructions Topic No. 625-010-003 Index 521-511 Concrete Barrier/Noise Wall (14, Report 350 TL-4; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG, Safety Hardware (MASH) and the AASHTO LRFD Bridge Design Specifications . To preserve, classification. See SDG 1.4. Standard Plans Instructions Topic No. 625-010-003 Index 521-511 Concrete, . Include cross references to Standard Plans Index 521-510, 521-513, 521-514 and 521-515
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-511d9de9d44-db01-421e-972c-c257470cfbb6.pdf?sfvrsn=9e3a5785_14400200-722origind
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, , State Specifications Engineer SUBJECT: Proposed Specification: 4400200 Underdrains. In accordance, inspection boxes in accordance with Standard Plans, Index 440-002 and the Plans. 440-4.6 Underdrain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4400200-722origind.pdf?sfvrsn=be78fff5_21020700.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, Review Distribution List FROM: Dan Hurtado, P.E., State Specifications Engineer SUBJECT: Proposed, Ddirecting traffic/overriding the signal in a signalized intersection. 2. When Standard Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1020700.origind.pdf?sfvrsn=7c4ce518_01201002.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, , State Specifications Engineer SUBJECT: Proposed Specification: 1201002 Excavation and Embankment, substituted: 120-10.2 Acceptance Criteria: Obtain a minimum QC density of 100% of the standard Proctor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/1201002.origind.pdf?sfvrsn=53f59b26_0SPI-550-010
Standard Plans Instructions Topic No. 625-010-003 Index 550-010 Bridge Fencing (Vertical) FY, Criteria; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design, with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have, non-FDOT standard concrete traffic railings meeting the requirements of SDG 6.7 and on existing New Jersey and F-Shape Traffic Railings listed in the Standard Plans Instructions Index 536-002
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-550-010.pdf?sfvrsn=9dfb145c_1SPI-521-511
Standard Plans Instructions Topic No. 625-010-003 Index 521-511 Concrete Barrier/Noise Wall (14, Report 350 TL-4; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design, (MASH) and the AASHTO LRFD Bridge Design Specifications. To preserve the crashworthiness, 1.4. Standard Plans Instructions Topic No. 625-010-003 Index 521-511 Concrete Barrier/Noise Wall, references to Standard Plans Index 521-510, 521-513, 521-514 and 521-515 as appropriate. When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-511be109e46-d889-4d0e-81e3-27c9390c3176.pdf?sfvrsn=49fed2a2_1Program Management Bulletin 18-05
to Standard Plans, Index 546-001 and Standard Specifications, Section 546 for additional requirements, to Standard Plans, Index 102-603 and Standard Specifications, Section 102 for additional, -lane roadway. Refer to Standard Plans, Index 102-603 and Standard Specifications, Section 102, Plans, Index 546-001 and Standard Specifications, Section 546 for additional requirements, will be published in the January 2019 Standard Specifications. DocuSign Envelope ID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2018/program-management-bulletin-18-05.pdf?sfvrsn=a652d177_1programmanagementbulletin18-05
to Standard Plans, Index 546-001 and Standard Specifications, Section 546 for additional requirements, to Standard Plans, Index 102-603 and Standard Specifications, Section 102 for additional, -lane roadway. Refer to Standard Plans, Index 102-603 and Standard Specifications, Section 102, Plans, Index 546-001 and Standard Specifications, Section 546 for additional requirements, will be published in the January 2019 Standard Specifications. DocuSign Envelope ID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2018/programmanagementbulletin18-05.pdf?sfvrsn=1b58be0b_1D4-09-06-24BSN
BIDS After consideration in accordance with Article 3-1 of the Standard Specifications for Road, edition of the Department’s Standard Specifications for Road and Bridge Construction. Insurance, of the Standard Specifications, the successful bidder shall execute the necessary contract documents, /contracts/cpp-online- ordering/bidder-assist.shtm Standard Specifications for Road and Bridge, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2024-25 (SECTION 7-13) FOR INSURANCE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/sep06/d4-09-06-24bsn.pdf?sfvrsn=97323cd9_1SPI-400-510
Standard Plans Instructions Topic No. 625-010-003 Index 400-510 Composite Elastomeric Bearing, Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard depicts details and notes for elastomeric bearing pads for prestressed concrete Florida-I and AASHTO Type II Beams with or without skewed end conditions. This standard is intended for use, or other bridge types with the appropriate notes and cross references. This standard may be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-510.pdf?sfvrsn=5cb796e4_1SPI-400-510e
Standard Plans Instructions Topic No. 625-010-003 Index 400-510 Composite Elastomeric Bearing, Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard depicts details and notes for elastomeric bearing pads for prestressed concrete Florida-I and AASHTO Type II Beams with or without skewed end conditions. This standard is intended for use, or other bridge types with the appropriate notes and cross references. This standard may be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-510e.pdf?sfvrsn=19590452_1SPI-455-440
and Specifications for additional information on payment, pay item use and compensation. Standard Plans, Standard Plans Instructions Topic No. 625-010-003 Index 455-440 Precast Concrete Sheet Pile, & HSSS/GFRP) Design Criteria AASHTO LRFD Bridge Design Specifications ; Fiber Reinforced, required for a cantilevered wall exceeds the limits shown on the standard drawings, consider using tie, by the Geotechnical Engineer. Standard Plans Instructions Topic No. 625-010-003 Index 455-440
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-455-440.pdf?sfvrsn=5212eaf3_2SPI-455-440
and Specifications for additional information on payment, pay item use and compensation. Standard Plans, Standard Plans Instructions Topic No. 625-010-003 Index 455-440 Precast Concrete Sheet Pile, & HSSS/GFRP) Design Criteria AASHTO LRFD Bridge Design Specifications ; Fiber Reinforced, required for a cantilevered wall exceeds the limits shown on the standard drawings, consider using tie, by the Geotechnical Engineer. Standard Plans Instructions Topic No. 625-010-003 Index 455-440
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-440.pdf?sfvrsn=391addcd_1SPI-400-510
Standard Plans Instructions Topic No. 625-010-003 Index 400-510 Composite Elastomeric Bearing, Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard depicts details and notes for elastomeric bearing pads for prestressed concrete Florida-I and AASHTO Type II Beams with or without skewed end conditions. This standard is intended for use, or other bridge types with the appropriate notes and cross references. This standard may be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-510.pdf?sfvrsn=674d6c43_1SPI-400-510
Standard Plans Instructions Topic No. 625-010-003 Index 400-510 Composite Elastomeric Bearing, Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard depicts details and notes for elastomeric bearing pads for prestressed concrete Florida-I and AASHTO Type II Beams with or without skewed end conditions. This standard is intended for use, or other bridge types with the appropriate notes and cross references. This standard may be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-400-510.pdf?sfvrsn=43da0ce9_1SPI-455-440
Standard Plans Instructions Topic No. 625-010-003 Index 455-440 Precast Concrete Sheet Pile, & HSSS/GFRP) Design Criteria AASHTO LRFD Bridge Design Specifications; Fiber Reinforced Polymer, for a cantilevered wall exceeds the limits shown on the standard drawings, consider using tie-backs, by the Geotechnical Engineer. Standard Plans Instructions Topic No. 625-010-003 Index 455-440 Precast, -B) See additional information on the Standard. Plan Content Requirements In the Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-440.pdf?sfvrsn=e2355be2_16490200int
Standard Specifications. Justification: These changes are being made to ensure that hardware, ? The Standard Specifications eBook and Workbook are effective July 1st every year. GALVANIZED STEEL, Origination Form Specifications Name: Ben Goldsberry Specification Number: 649-2, 649-7 Email, in the AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, of specifications? Neither List Specifications Affected: Other Affected Documents/Offices Contacted Yes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/6490200int.pdf?sfvrsn=8bb9b88f_12025FDM226PattPavt
pavers meeting the Standard Specifications ), may be used for enhancing aesthetics and appearance, under Section 523 of the Standard Specifications and are surface markings applied either, under Section 526 of the Standard Specifications and consist of brick pavers or concrete pavers, are covered under Section 526 of the Standard Specifications and consist of brick pavers, ). Section 526 of the Standard Specifications covers architectural pavers. Patterned pavement treatments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm226pattpavt.pdf?sfvrsn=5d1e2a7f_3D3-08-14-25BSN
consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, ’s Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized, OF CONTRACT Pursuant to Subsections 3-6 and 3-7 of the Standard Specifications, the successful, _assist.shtm , Standard Specifications for Road and Bridge Construction and the Special Provisions, as referenced in Section 7-13.5 of the FDOT Standard Specifications may be required if any work under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/aug14/d3-08-14-25bsn.pdf?sfvrsn=8e9a9876_2D5-07-01-25BSN
consideration 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, ’s Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized, , Standard Specifications for Road and Bridge Construction and the Special Provisions for instructions, and specifications. If deemed necessary by the Department, certain maintenance contracts will contain specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jul01/d5-07-01-25bsn.pdf?sfvrsn=bb3bd17c_1