4569 search results for Standard Specifications
1100201-122origind
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: 1100201, . Perform standard clearing and grubbing within the following areas: 1. All areas where excavation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/1100201-122origind.pdf?sfvrsn=5fb6178e_29920102.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes, Specifications Engineer SUBJECT: Proposed Specification: 9920102 Highway Lighting Materials, polyester powder coat finish. The standard color shall be gray. The housing shall have an electrical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9920102.origind.pdf?sfvrsn=ca3e6076_01020917.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes, Specifications Engineer SUBJECT: Proposed Specification: 1020917 Maintenance of Traffic, ). When attenuators are called for in the Plans or Standard Plans, use either a truck mounted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1020917.origind.pdf?sfvrsn=95e89538_09380402.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes, Specifications Engineer SUBJECT: Proposed Specification: 9380402 Duct Filler for Post-Tensioned, or exceed the specified physical properties stated herein as determined by the following standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9380402.origind.pdf?sfvrsn=4814af91_09920102.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes, , State Specifications Engineer SUBJECT: Proposed Specification: 9920102 Highway Lighting, polyester powder coat finish. The standard color shall be gray. The housing shall have an electrical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9920102.origind.pdf?sfvrsn=fe352300_09450202.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: 9450202 Aluminum Pipe, including, substituted: 945-2.2 Bolts and Nuts: In lieu of shaped bolts and nuts, standard type bolts and nuts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9450202.origind.pdf?sfvrsn=d6ebdc1f_00010300origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, , P.E., State Specifications Engineer SUBJECT: Proposed Specification: 0010300 Definitions and Terms, to pot bearing designs, non- standard expansion joints, MSE wall designs and other specialty items
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/0010300origind.pdf?sfvrsn=9eb0eaf9_20072402.comm
this change to the Standard Specifications pointed out that some of the remedies included, to: Therefore, I withdraw my objections to this change to the Standard Specifications subject, regulations. 49 CFR Part 26.13 was recently changed and we are just trying to get the specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/0072402.comm.pdf?sfvrsn=82306bd9_00072402.resp
this change to the Standard Specifications pointed out that some of the remedies included, to: Therefore, I withdraw my objections to this change to the Standard Specifications subject, regulations. 49 CFR Part 26.13 was recently changed and we are just trying to get the specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/0072402.resp.pdf?sfvrsn=82498b2a_0440-001
: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX UNDERDRAIN TYPE I, II, AND III ASSEMBLY, locations of Type I, II, and III underdrain will be as 7. See Index 120-002 for the standard location, of #40 sieve. 5. Install Type D-3 geotextile in accordance with Specifications 514. The internal, with Specifications 901, Grades 4, 467, 5, 56 or 57 3. Coarse aggregate is gravel or stone meeting the requirements, of Specifications 902-4. 8" smooth interior equivalent to 10" corrugated interior 6" smooth interior equivalent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/440-001.pdf?sfvrsn=36eb6e73_1pa-ls-jgs
of 7 Contents Specifications Authority, Page 3 of 7 Specifications Authority Specifications Section 105, Article 105-2, , select the STRG/JGS menu option; then select the Non Standard JGS sub menu option. You will be taken to the non-standard JGS screen. 2. Enter the Financial Project Number in the Go To field and select, are not typically measured, calculated, or reported to the same measurement standard as the quantities used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/strgforpa/pa-ls-jgs.pdf?sfvrsn=c040b1c_6440-001
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX UNDERDRAIN TYPE I, II, AND III ASSEMBLY, locations of Type I, II, and III underdrain will be as 7. See Index 120-002 for the standard location, sieve. 5. Install Type D-3 geotextile in accordance with Specifications 514. The internal, otherwise shown restricted in the Plans. 901-3. The gradation is in accordance with Specifications, of Specification 901-2 or 2. Fine aggregate is quartz sand meeting the requirements of Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/440-001.pdf?sfvrsn=89158953_14300201-722origind
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: 4300201 Pipe Culverts. In accordance, and Standard Plans, and as specified in Section 346 and 347. 430-2.5 Grates: Use metal gratings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4300201-722origind.pdf?sfvrsn=49452490_29920205-722origind
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: 9920205 Highway Lighting Materials, listed to Standard 248-14. The rating for the fuse holders shall be water resistant or submersible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9920205-722origind.pdf?sfvrsn=8cadeda2_244893815201-DrainageTechMemo
g d a l e R d . Design Standards Standard Specifications N 0 1 2 Miles LOCATION, on the "Specifications" link at the following web site: For the Standard Specifications for Road and Bridge Construction GOVERNING STANDARDS AND SPECIFICATIONS: http://www.dot.state.fl.us/rddesign/ http://www.dot.state.fl.us/specificationsoffice/ Contract Documents. Specifications for Road and Bridge Construction, as amended by revised Index Drawings as appended herein, and 2014 Standard Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-drainagetechmemo.pdf?sfvrsn=a9ba6939_12025FDM940SandPM
-specific requirements not covered by the Standard Plans or Standard Specifications . 940.3.1, by the basis of payment information contained in the Standard Specifications, horizontal scales: Standard Optional Curbed Roadways 1” = 40’ 1” = 50’ Flush-shoulder Roadways 1” = 50, , standard designation, or assigned number (if nonstandard). In addition, provide sign placement, ). The information shown on these sheets, along with details contained in Standard Plans , Indexes 700-040
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm940sandpm.pdf?sfvrsn=fbe7ed27_22024FDM215RoadsideSafety
for the development of specific criteria contained in this Chapter and the Standard Plans, classifications above. These slope classifications are considered the standard for effective roadside safety, in Standard Plans, Index 102-600. Topic #625-000-002 FDOT Design Manual 215 - Roadside Safety 215.2.4, feet Outside Clear Zone Traffic Infraction Detectors For placement and installation specifications, with Standard Plans . Overhead Sign Structures (Includes DMS) Outside Clear Zone Trees Where
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm215roadsidesafety.pdf?sfvrsn=c01e585b_12024FDM215RoadsideSafety
for the development of specific criteria contained in this Chapter and the Standard Plans, the slope classifications above. These slope classifications are considered the standard, feet 8 feet 8 feet 8 feet Clear zone widths for work zones are provided in Standard Plans, Index, Infraction Detectors For placement and installation specifications, refer to the State Traffic Engineering, Control Signs Single and Multi-Column Locate in accordance with Standard Plans . Overhead Sign
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm215roadsidesafety.pdf?sfvrsn=66e0f4a3_22025FDM215RoadsideSafety
the foundation for the development of specific criteria contained in this chapter and the Standard, classifications above. These slope classifications are considered the standard for effective, are provided in Standard Plans, Index 102-600. 215.2.4 Lateral Offset Lateral offset is the distance from, Clear Zone Traffic Infraction Detectors For placement and installation specifications, refer, As Possible Traffic Control Signs Single and Multi-Column Locate in accordance with Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm215roadsidesafety.pdf?sfvrsn=da6d8549_3SPI-455-101
Standard Plans Instructions Topic No. 625-010-003 Index 455-101 Series Square CFRP & SS, Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM, and Limitations Index 455-101 is the lead standard for the Square CFRP & SS Prestressed Concrete Pile standard series which includes Indexes 455-101 through 455-130. Use this standard with Indexes 455-102, 455-003, 455-112, 455-114, 455-118, 455-124 and 455-130. Standard piles are designed to have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-101.pdf?sfvrsn=1c2232e5_1