4673 search results for Standard Specifications
4551508DB.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information - incomplete forms will be returned) Contact the State Specifications Office for assistance in completing this form. Daniel Scheer 850-414-4130 daniel.scheer@dot.state.fl.us Debbie Toole 850-414-4114, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes, package that is incomplete or indicates noncompliance with the specifications without the issue
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4551508db.origind.pdf?sfvrsn=90adf7ed_0SS9620000
materials. 962-8.1PipeRailings:Providesteelpipeconforming to the requirements of ASTM A 53 for Standard, A 123, Specifications for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products, AASHTO and ASTM specifications may be supplied under either specification. Provide materials in accordance with the latest edition of the specifications shown below, as approved by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9620000.pdf?sfvrsn=1bf74ba9_0SS9620000
materials. 962-8.1PipeRailings:Providesteelpipeconforming to the requirements of ASTM A 53 for Standard, A 123, Specifications for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products, AASHTO and ASTM specifications may be supplied under either specification. Provide materials in accordance with the latest edition of the specifications shown below, as approved by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss962000093c6dfb2aaea4a768888b344f6b2ff8f.pdf?sfvrsn=dbafb709_09600000.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information, : Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway, the State Specifications Office for assistance in completing this form. Daniel Scheer 850-414-4130, be in compliance with AASHTO LRFD Bridge Design Specifications and “AASHTO LRFD Bridge Construction Specifications.” (d)4. Test anchorages with typical local zone reinforcement shown in system drawings. (e)5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9600000.origind.pdf?sfvrsn=11812e24_0SS9620000
:Providesteelpipeconforming to the requirements of ASTM A 53 for Standard Weight Pipe. 962-8.2SteelSheetPiling, galvanizing in accordance with the requirements of ASTM A 123, Specifications for Zinc (Hot-Dip, piece to the order material. Materialmeeting equivalent AASHTO and ASTM specifications may, of the specifications shown below, as approved by the Engineer. 962-10.2 Conformance: The MTR will indicate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9620000.pdf?sfvrsn=4b181a52_0SS9620000
. 962-8.1PipeRailings:Providesteelpipeconforming to the requirements of ASTM A 53 for Standard, with the requirements of ASTM A 123, Specifications for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel, specifications may be supplied under either specification. Provide materials in accordance with the latest edition of the specifications shown below, as approved by the Engineer. 962-10.2 Conformance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9620000.pdf?sfvrsn=6ef37040_0SS9620000
. 962-8.1PipeRailings:Providesteelpipeconforming to the requirements of ASTM A 53 for Standard, with the requirements of ASTM A 123, Specifications for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel, specifications may be supplied under either specification. Provide materials in accordance with the latest edition of the specifications shown below, as approved by the Engineer. 962-10.2 Conformance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss96200005679000f43884c5e9119d675bedd7ce7.pdf?sfvrsn=308bad1d_0Agency Term Contract - Asphalt Tar Remover
be the responsibility of the vendor. 13) PRODUCT REQUIREMENTS/SPECIFICATIONS Items furnished shall be standard, SPECIFICATIONS 18 oz spray A specialty emulsifier developed to safely remove bituminous deposits, Specifications 1 Bid Number: DOT-ITB-23-9076-SJ TECHINAL SPECIFICATIONS 5 gallon & 55 gallon, degree F. Evaporation - >12 Hours Viscosity – Sprayable liquid. Technical Specifications 2 ORDERING, of equipment m ust submit, with their bid, complete specifications and descriptive technical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---asphalt-tar-remover.pdf?sfvrsn=c310bbf1_9Agency Term Contract - Plastic Traffic Drums & Tire Rings
Traffic Drum bid must be in accordance with the State of Florida Department of Transportation Standard, orders shall be the responsibility of the vendor. 13) PRODUCT REQUIREMENTS/SPECIFICATIONS Items furnished shall be standard products of the manufacturer or their suppliers, shall be new, unused, of the user in normal intended use. Any deviation from specifications indicated herein must be clearly, with these specifications, and successful bidder will be held responsible therefore. Deviations must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/dot-itb-20-9007-kw.pdf?sfvrsn=694d1131_10Chapter1s1Redline
submittal. Stage 4 is the Phase IV plans and complete specifications. Only a foundation submittal, submit roadway plans, specifications, structures plans (if any), and specifications for this review, bid based on the information shown in the plans and specifications. At this stage, many decisions, and specifications and to propose better details if possible. Other common problems are caused by plan notes. Plan, and concise and relay important information without conflicting with plan details and specifications. Plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter1s1redline.pdf?sfvrsn=303d988f_5Chapter1s1
and complete specifications. Only a foundation submittal is required for Phase II structure plans, The designer must submit roadway plans, specifications, structures plans (if any), and specifications, a competitive bid based on the information shown in the plans and specifications. At this stage, many, and specifications and to propose better details if possible. Other common problems are caused by plan, and specifications. Plan notes should never reiterate or circumvent the requirements of the specifications. One
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter1s1.pdf?sfvrsn=7f1ce33f_8Design Build BoilerPlate 7-22
Insurance, Specifications, Plans (including revisions thereto issued during construction), Standard Plans, and qualities of materials and labor to be furnished under the Contract. Standard Specifications: “Standard Specifications for Road and Bridge Construction” an electronic book, applicable to all Department, Specifications: Approved additions and revisions to the Standard Specifications, applicable to all Department, the Standard Specifications or supplemental specifications, setting forth conditions varying from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/design-build-boilerplate-7-22.docx?sfvrsn=102e358d_14design-build-7-22
Insurance, Specifications, Plans (including revisions thereto issued during construction), Standard Plans, and qualities of materials and labor to be furnished under the Contract. Standard Specifications: “Standard Specifications for Road and Bridge Construction” an electronic book, applicable to all Department, Specifications: Approved additions and revisions to the Standard Specifications, applicable to all Department, the Standard Specifications or supplemental specifications, setting forth conditions varying from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/design-build-7-22.docx?sfvrsn=68be3d47_4D550-804e
: REVISION LAST of STANDARD PLANS DEVELOPMENTAL INDEX SHEET 1 PEDESTRIAN CHANNELIZATION BARRIER 5, for in the Plans: 1. GENERAL: Construct fencing in accordance with Developmental Specifications, : REVISION LAST of STANDARD PLANS DEVELOPMENTAL INDEX SHEET 4 ' - 0 " SECTION A-A (Hatched, FENCE ELEVATION 3 " TYPE A (Without Base Mount) STANDARD 6 FOOT PANEL TYPE B (With Base Mount) STANDARD 6 FOOT PANEL DETAIL "A" DETAIL "B" DETAIL "D" DETAIL "E" (Typ.) (See Detail "D") Top
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/d550-804e.pdf?sfvrsn=75b34b74_1F4009TechnicalSpecialProvisions
with the corresponding specifications of the Manufacture. PART 2 QUALITY CONTROL 2.1 SUMMARY A. Quality, - Thermoplastic-Polyolefin Roofing (TPO) 1.3 REFERENCE STANDARDS B. ASTM C1177/C1177M - Standard Specification, C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing. B. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board . C. ASTM D638 - Standard Test Method for Tensile Properties of Plastics . D. ASTM D1004 - Standard Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4009/f4009technicalspecialprovisions.pdf?sfvrsn=96d9cd9c_1639-001
1 0 / 3 / 2 0 2 3 2 : 0 6 : 1 4 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX U N D E R G R O U N D FE E D 1 ' 1 ' Steel Conduit Rigid Galvanized " 2 1 Conductor In Grounding Electrode #6 AWG, of the national electric code and the plans and service specifications. 1. It shall be the contractors, P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/639-001.pdf?sfvrsn=51ba8ddf_1830-T01
1 0 / 1 7 / 2 0 2 3 7 : 3 9 : 4 5 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 2 1 830-T01 RAILROAD (GRADE) CROSSING 11/01/17 GENERAL NOTES: CROSSING SURFACES STOP ZONE FOR RUBBER CROSSING Type Definition C R RA, of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications, A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/830-t01.pdf?sfvrsn=93eda7c3_1639-001
9 / 1 0 / 2 0 2 4 2 : 2 0 : 0 2 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX U N D E R G R O U N D FE E D 1 ' 1 ' Steel Conduit Rigid Galvanized " 2 1 Conductor In Grounding Electrode #6 AWG, of the national electric code and the plans and service specifications. 1. It shall be the contractors, P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/639-001.pdf?sfvrsn=66e7d0d4_1830-T001
9 / 1 0 / 2 0 2 4 3 : 0 9 : 5 7 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 2 1 830-T01 RAILROAD (GRADE) CROSSING 11/01/17 GENERAL NOTES: CROSSING SURFACES STOP ZONE FOR RUBBER CROSSING Type Definition C R RA, of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications. 6, R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 2 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/830-t001.pdf?sfvrsn=5fac104b_1830-T01
9 / 1 0 / 2 0 2 4 3 : 0 9 : 5 7 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 2 1 830-T01 RAILROAD (GRADE) CROSSING 11/01/17 GENERAL NOTES: CROSSING SURFACES STOP ZONE FOR RUBBER CROSSING Type Definition C R RA, of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications. 6, R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 2 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/830-t01.pdf?sfvrsn=743a8597_1