4867 search results for Standard Specifications
SPI-654-001
Standard Plans Instructions Topic No. 625-010-003 Index 654-001 Rectangular Rapid Flashing Beacon Assembly FY 2024-25 1 Index 654-001 Rectangular Rapid Flashing Beacon Assembly Design Criteria FDOT Traffic Engineering Manual (TEM) ; Manual on Uniform Traffic Control Devices (MUTCD); FDOT Design Manual (FDM); AASHTO LRFD Specifications for Structural Supports for Highway Signs, as the associated W11-2, S1-1, or W11-15 crossing warning sign and plaque. If the Standard Plans Instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-654-001.pdf?sfvrsn=a3693c9c_2E3X08
Standard Specifications may be required if any work under this Contract is performed using vessel(s, Start Time: 15 Days Standard Proposal Budget Estimate: $1,250,002.00 Please read the full
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jul11/e3x08.pdf?sfvrsn=97735f0c_144893815201-TMP
of a TMP for the Project: FDOT Design Manual FDOT Standard Plans FDOT Standard Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-tmp.pdf?sfvrsn=13025be3_1370-001
9 / 1 0 / 2 0 2 4 1 1 : 2 5 : 4 2 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 1 1 370-001 11/01/21 BRIDGE APPROACH EXPANSION JOINT CONCRETE PAVEMENT WITH SPECIAL SELECT SOIL BASE Shoulder Pavement ¡ Roadway Joint, Dimension Manufacturer's Specifications. Seal Installed As Per Polychloroprene Compression, contacting surfaces between the In The Plans For New Construction. Parallel To The Standard Transverse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/370-001.pdf?sfvrsn=fe321627_1462-001
1 0 / 1 7 / 2 0 2 4 1 0 : 1 9 : 4 2 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX POST-TENSIONING TENDON PROFILES 1 2 11/01/16 462-001 Tendon Vertical Predominantly Vertical/ 1 0 0 ' - 0 " M a x . 1 0, Filler Inlet additional Drain location requirements) Drain (See Specifications Section 462, N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX POST-TENSIONING TENDON
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/462-001.pdf?sfvrsn=f3cd2249_1SPI-654-001
Standard Plans Instructions Topic No. 625-010-003 Index 654-001 Rectangular Rapid Flashing Beacon Assembly FY 2025-26 1 Index 654-001 Rectangular Rapid Flashing Beacon Assembly Design Criteria FDOT Traffic Engineering Manual (TEM) ; Manual on Uniform Traffic Control Devices (MUTCD); FDOT Design Manual (FDM); AASHTO LRFD Specifications for Structural Supports for Highway Signs, as the associated W11-2, S1-1, or W11-15 crossing warning sign and plaque. If the Standard Plans Instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-654-001.pdf?sfvrsn=8e5120fb_1E4X66-R0
is required for this project. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, to maintain the highway lighting system, which is comprised of conventional/standard, sign, under-deck
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/dec06/e4x66-r0.pdf?sfvrsn=bb040a6d_1E3X76
in Section 7-13.5 of the FDOT Standard Specifications may be required if any work under, - BRIDGE SUBSTRUCTURE LB 12,469.000 0457- 1- 22 STANDARD INTEGRAL PILE JACKET, STRUCTURAL, 16.1 to 30.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/e3x76.pdf?sfvrsn=21b5ee88_1Office of ConstructionTEST
- Research - Structure Manual - Structural Specifications - Structures Standard Plans - Post-Tensioning, Need Help Roadway Criteria - Standard Plans
https://www.fdot.gov/design/training/office-of-constructiontestSPM5220000-724-i19420
with these specifications, and in conformity with the lines, grades, dimensions and notes shown in the plans and the Standard Plans. 522-2 Materials. Meet the requirements specified in 520-2. Assume all risk, with the Standard Plans. 522-7 Placing Concrete. Place the concrete as specified in 520-5. 522-8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm5220000-724-i19420.pdf?sfvrsn=75af000a_1SPM5220000-725-i19895
with these specifications, and in conformity with the lines, grades, dimensions and notes shown in the plans and the Standard Plans. 522-2 Materials. Meet the requirements specified in 520-2. Assume all risk, with the Standard Plans. 522-7 Placing Concrete. Place the concrete as specified in 520-5. 522-8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm5220000-725-i19895.pdf?sfvrsn=6b7cce18_1SSM5220000-723-i18617
with these specifications, and in conformity with the lines, grades, dimensions and notes shown in the plans and the Standard Plans. 522-2 Materials. Meet the requirements specified in 520-2. Assume all, expansion and contraction joints in accordance with the Standard Plans. 522-7 Placing Concrete. Place
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/ssm5220000-723-i18617.pdf?sfvrsn=74d4af2e_2SSM5220000-122
with these specifications, and in conformity with the lines, grades, dimensions and notes shown in the plans and the Standard Plans. 522-2 Materials. Meet the requirements specified in 520-2. Assume all risk, and contraction joints in accordance with the Standard Plans. 522-7 Placing Concrete. Place
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/ssm5220000-122.pdf?sfvrsn=f317a7b3_6SSM5220000-722-i17986
with these specifications, and in conformity with the lines, grades, dimensions and notes shown in the plans and the Standard Plans. 522-2 Materials. Meet the requirements specified in 520-2. Assume all risk, and contraction joints in accordance with the Standard Plans. 522-7 Placing Concrete. Place
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/ssm5220000-722-i17986.pdf?sfvrsn=21e33e18_23460100-122comm
3460100 STRUCTURAL PORTLAND CEMENT CONCRETE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Matt Hunter Work Phone: 8135053149 E-Mail: Mhunter@universalengineering.com Comments: (Industry 6-3-21) It appears the 346 specification is now requiring the resolution cylinders to be held for 30 days. Previous specifications had this at 14 days which was not an issue in reference to storing cylinders, C 42 standard cure of 5 days should be the standard curing time to be followed. Change to “Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/3460100-122comm.pdf?sfvrsn=8fd7e592_20090103SLLS.resp
has been a problem? I am always wary of punitive specifications like this. Response: (as per David, in the standard specs but was removed for streamlined contracting special provisions. We have been having, the Qualification? Response: The “may” language is consistent with the Standard Specification language in 9-8.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/0090103slls.resp.pdf?sfvrsn=b20c1509_00090103SLPQ.resp
has been a problem? I am always wary of punitive specifications like this. Response: (as per David, in the standard specs but was removed for streamlined contracting special provisions. We have been having, the Qualification? Response: The “may” language is consistent with the Standard Specification language in 9-8.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/0090103slpq.resp.pdf?sfvrsn=f010a23e_00080401.origind
Bulletin, Construction Memo, or Estimates Bulletin needed? No. Contact the State Specifications Office, be accomplished by the use of portable floodlights, standard equipment lights, existing street, on standard size plan sheets (not larger than 24 by 36 inch), and on a scale of either 100 or 50
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/0080401.origind.pdf?sfvrsn=ca6604dc_0TP-10-17-23BSN
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, Solicitation Notice Page 4 Pursuant to Subsections 3-6 and 3-7 of the Standard Specifications, the successful, https://www.fdot.gov/contracts/cpp-online- ordering/bidder-assist.shtm, Standard Specifications, stipulated in the project description and specifications. If deemed necessary by the Department, certain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2023/oct17/tp-10-17-23bsn.pdf?sfvrsn=6eb09d95_1D1-03-19-24BSN
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, OF CONTRACT Pursuant to Subsections 3-6 and 3-7 of the Standard Specifications, the successful bidder shall, ), additional bidders and plan and specifications holders are not published beginning three working days, of qualification, unless stipulated in the project description and specifications. If deemed necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/asset-maintenance/e1w57/d1-03-19-24bsn.pdf?sfvrsn=9b83853f_1