5071 search results for Standard Specifications
0060400.origind
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: 0060400 Control of Materials, : 6-4 Defective Materials. Materials not meeting the requirements of these Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/0060400.origind.pdf?sfvrsn=59a18ba8_04600604.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: 4600604 Structural Steel, requirements in Section 14.4.4.8 of the AASHTO StandardLRFD Specifications for Structural Supports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4600604.origind.pdf?sfvrsn=312f7076_00090203DB.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, , P.E., State Specifications Engineer SUBJECT: Proposed Specification: 0090203DB Measurement and Payment, payment level as defined in these Specifications, the Engineer will apply a reduction in payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/0090203db.origind.pdf?sfvrsn=b07b9bbe_01630000.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, e p r o posed revision involve Design Standard Index changes? Yes No Roadway Design staff, Hurtado, P.E., State Specifications Engineer SUBJECT: Proposed Specification: 163000 Landscape Soil, ) test per specifications in FM 1-T267. Prior to installation of plants, perform a field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/1630000.origind.pdf?sfvrsn=65e4e284_05230000SP
specifications for all pattern/texture templates, coating and coloring materials. Use only material, pavement installed in accordance with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, Skid Resistance of Paved Surfaces using a standard ribbed full, will be tested for skid resistance and wear in accordance with the specifications. 523-3 Construction, specifications, correct the entire textured area, at no additional cost to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5230000sp.pdf?sfvrsn=7d878ee6_09600000.resp2
Systems: “This Section meets the requirements for unbonded tendons of the “PTI Guide Specifications, : The LRFD Bridge Design Specifications Section 5.4.5 requires anchorages and couplers to develop 95% of MUTS but the LRFD Bridge Construction Specifications Section 10.3.2 requires No changes were, ‐tensioning specifications have followed these LRFD requirements for some time and continue to do so, and should be allowed. In certain applications, spherical nuts are recommended but for standard PT flat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9600000.resp2.pdf?sfvrsn=529913df_09710701.FHWA
removed from the Standard Specifications. The Department is moving to a developmental specification, 32303 Re: State Specifications and Estimates Office Section 971 Proposed Specification: 9710701, State Specifications Engineer DS/dt Attachment cc: Florida Transportation Builders' Assoc. State, to their specifications. However, the requirements delineated in this specification shall apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9710701.fhwa.pdf?sfvrsn=75689fa0_06700000.FHWA
Specifications for Traffic Control Signals and Devices (MSTCSD) and the Standard Specifications, 32303 Re: State Specifications and Estimates Office Section Proposed Specification: 6700000, Specifications Engineer DS/dt Attachment cc: Florida Transportation Builders' Assoc. State Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6700000.fhwa.pdf?sfvrsn=23c793ed_0SS5230000
’s specifications for all patterns, textures, templates, sealers, coatings and coloring materials, . Manufacturer’s specifications and procedures for materials and installation for each use above. 4, 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 at a speed of 40, that the product, installed in accordance with the manufacturer’s specifications and procedures, has been
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5230000.pdf?sfvrsn=3619a857_06990000.FHWA
by the Traffic Operations, Product Evaluation, and Specifications Offices as part of an ongoing effort to consolidate the Minimum Specifications for Traffic Control Signals and Devices (MSTCSD) and Standard Specifications for Road and Bridge Construction. Language in Section 699 has been, hardware meeting the requirements of the Minimum Specifications for Traffic Control Signal Devices
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6990000.fhwa.pdf?sfvrsn=63a7c997_0Estimates Bulletin 15-06
Standard Specifications eBook. Update the piling quantities to reflect 100% dynamic testing, , District Roadway Design Engineers, District Traffic Operations Engineers, District Specifications, was issued to address the changes to Section 455 of the specifications. It is available at: http, Melissa.Hollis@dot.state.fl.us Specifications Olivia Townsend Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/forecasting-and-performance/bulletins-and-memos/forecasting-and-project-cost/estimates-bulletin-15-06.pdf?sfvrsn=325feca_3Rigid pole 1 cam
FDOT STANDARD SPECIFICATIONS 700-3.1 2. POLE ANALYSIS AND FOUNDATION DESIGN ARE BASED, JURISDICTION STANDARDS SUPERSEDE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS DEFINED, WITH THE FOLLOWING CODES: 1.1. AASHTO LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS LATEST EDITION. 1.2. CERTAIN SECTIONS OF THE SPECIFICATIONS ABOVE ARE SUPERCEDED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/rigid-pole-1-cam.pdf?sfvrsn=a9b4ac7c_1DO breakaway pole 2 cam
STANDARD SPECIFICATIONS 700-3.1 2. POLE ANALYSIS AND FOUNDATION DESIGN ARE BASED, STANDARDS SUPERSEDE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS DEFINED, CODES: 1.1. AASHTO LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS LATEST EDITION. 1.2. CERTAIN SECTIONS OF THE SPECIFICATIONS ABOVE ARE SUPERCEDED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/do-breakaway-pole-2-cam.pdf?sfvrsn=af802087_1DO breakaway pole 1 cam
STANDARD SPECIFICATIONS 700-3.1 2. POLE ANALYSIS AND FOUNDATION DESIGN ARE BASED, STANDARDS SUPERSEDE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS DEFINED, CODES: 1.1. AASHTO LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS LATEST EDITION. 1.2. CERTAIN SECTIONS OF THE SPECIFICATIONS ABOVE ARE SUPERCEDED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/do-breakaway-pole-1-cam.pdf?sfvrsn=8ef56264_1Rigid pole 2 cam
FDOT STANDARD SPECIFICATIONS 700-3.1 2. POLE ANALYSIS AND FOUNDATION DESIGN ARE BASED, JURISDICTION STANDARDS SUPERSEDE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS DEFINED, WITH THE FOLLOWING CODES: 1.1. AASHTO LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS LATEST EDITION. 1.2. CERTAIN SECTIONS OF THE SPECIFICATIONS ABOVE ARE SUPERCEDED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/rigid-pole-2-cam.pdf?sfvrsn=28074263_1X2 breakaway pole 2 cam
SPECIFICATIONS FOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS LATEST EDITION. 1.3. CERTAIN SECTIONS OF THE SPECIFICATIONS ABOVE ARE SUPERCEDED/MODIFIED BY "FDOT MODIFICATIONS TO LRFDLTS-1" THIS CAN BE FOUND AT THE FOLLOWING HYPERLINK 1.4. FDOT STANDARD SPECIFICATIONS, JURISDICTION STANDARDS SUPERSEDE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/x2-breakaway-pole-2-cam.pdf?sfvrsn=2314402_1X2 breakaway pole 1 cam
SPECIFICATIONS FOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS LATEST EDITION. 1.3. CERTAIN SECTIONS OF THE SPECIFICATIONS ABOVE ARE SUPERCEDED/MODIFIED BY "FDOT MODIFICATIONS TO LRFDLTS-1" THIS CAN BE FOUND AT THE FOLLOWING HYPERLINK 1.4. FDOT STANDARD SPECIFICATIONS, JURISDICTION STANDARDS SUPERSEDE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/x2-breakaway-pole-1-cam.pdf?sfvrsn=ad80371f_1section63-10614
and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part, and Box Culverts 6-3-2 Florida Department of Transportation Standard Specifications for Road, drawings, specifications, test methods, and Standard Indices are the requirements for Level II, that are used by Plants to produce Structures in conformance to Specifications and project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section63-10614.pdf?sfvrsn=c2f9253f_1B02
APPENDIX B02 CEMENTITIOUS MATERIALS PRODUCER QUALITY CONTROL PLAN CHECKLIST Instructions: 1. This checklist will be used by the Department during the evaluation of Quality Control (QC) Plans submitted by Cementitious Materials Producers. The checklist may also be used as a guideline for creating a QC Plan to be submitted to the Department. 2. Refer to FDOT Standard Specifications, ) Statement of compliance with all quality requirements set forth by the Department Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/checklists/b02.pdf?sfvrsn=9627cb3c_14SPM5360100ind
Date: Office: Originator: Specification Section: Article/Subarticle: Associated Section(s) Revisions: Justification: Why does the existing language need to be changed? Telephone: email: Synopsis: Summarize the changes: Contact the State Specifications Office for assistance completing, 1 ORIGINATION FORM Proposed Revisions to the Maintenance Specifications (Please provide all, guardrail in accordance with the Standard Plans, Index 536 series. Repair sections or components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/review-package/spm5360100ind.pdf?sfvrsn=8dbca93e_1