4569 search results for Standard Specifications
1200801.origind
is the Standard Minimum Slope and to clarify that material placed adjacent to embankments supporting structures, for shoulders. In sub-article 120-8.2.4 define Standard Minimum Slope. In sub-article 120-10.2, , Construction Memo, or Estimates Bulletin needed? No Contact the State Specifications Office, and clarify LOT as related to shoulders; define and clarify the terminology “standard minimum, the standard minimum slope (approximately one to two), place such material in layers of not more than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/1200801.origind.pdf?sfvrsn=edfb69d2_02024nov-fri10-ADAforDC&M
safety & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT Maintenance Rating Program Handbook (MRP) 4 safety & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT Maintenance Rating Program Handbook (MRP) 5 Capitol crawl Protestors tossed, Standard Specifications FDOT Maintenance Rating Program Handbook (MRP) Fdm 222 pedestrian facilities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-fri10-adafordc-m.pdf?sfvrsn=bb4f951_12024nov-fri10-ADAforDC&M
safety & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT Maintenance Rating Program Handbook (MRP) 4 safety & accessibility! Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT Maintenance Rating Program Handbook (MRP) 5 Capitol crawl Protestors tossed, Standard Specifications FDOT Maintenance Rating Program Handbook (MRP) Fdm 222 pedestrian facilities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-fri10-adafordc-m.pdf?sfvrsn=6128367_1SS0070104
address: www.dot.state.fl.us/specificationsoffice/Implemented/URLinSpecs/Files/endangeredwildlifeguid, standard established for the classification signed by representatives of both the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss0070104.pdf?sfvrsn=fc55b2de_0SCO BP RFP (Stand D-B) CLEAN version 2025-01a dated 5-9-2025
: 59 J. Specifications: 60 K. Shop Drawings: 61 L. Sequence of Construction: 61 M. Stormwater, as the basis for the Project Division I Specifications. Current edition is defined as the edition, , District Construction Office, and District Specifications Office) all Division I Special Provisions applicable to the Project which are to become part of the Division I Design-Build Specifications provided to the Design-Build Firm. The Specifications Workbook and /or Design-Build Pick-list in effect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/dbdocuments/rfpdocs/sco-bp-rfp-(stand-d-b)-clean-version-2025-01a-dated-5-9-2025.docx?sfvrsn=12a6f48b_1PAJGSReview
will not be added to the JGS. NOTE: For the purposes of MAC, FDOT Standard Specifications and FDOT Supplemental, a standard JGS: 1. MAC Specs for FDOT Supplemental Specifications These are missing because the SMO has, Florida Department of TRANSPORTATION PA Review for Job Guide Schedule (JGS) Standard and Non-Standard April 2, 2024 Page 2 of 16 Contents Introduction, ................................................................................. 6 Chapter 2 – Reviewing a Standard JGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/strgforpa/pajgsreview.pdf?sfvrsn=9949acc4_9D4-04-04-25BSN
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 the Standard Specifications, the successful bidder shall execute the necessary contract documents, -online- ordering/bidder-assist.shtm Standard Specifications for Road and Bridge Construction, 7-13.5 of the FDOT Standard Specifications may be required if any work under this Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/apr04/d4-04-04-25bsn.pdf?sfvrsn=896ffb2a_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-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/2025/spi/spi-550-010.pdf?sfvrsn=75ed2908_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 the approach
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-511.pdf?sfvrsn=69821d12_1SPI-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/2026/spi/spi-550-010.pdf?sfvrsn=85bb70f6_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, 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_0