5071 search results for Standard Specifications
SS9620000
. 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_00080302FHWA
Provision language being moved to Standard Specifications, and update liquidated damages rates per FL, 4200 Orlando, FL 32801 Re: State Specifications Office Section: 008 Proposed Specification, , Signature on File Daniel Strickland, P.E. State Specifications Engineer DS/jb Attachment cc: Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/0080302fhwa.pdf?sfvrsn=625586d4_1Agency 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_8Chapter11s5Redline
Section 330, Standard Specifications for Road and Bridge Construction 11.5.4 General The FDOT's, established in the FDOT Specifications. It is the Contractor's responsibility to perform the straightedge, before beginning testing. A standard 15-foot rolling straightedge will be used. The procedures, was eliminated or brought within the allowable tolerance as established in the FDOT Specifications, for pavement smoothness by Laser Profiler. Note: Per the Specifications, on Laser Profiler projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s5redline.pdf?sfvrsn=91d03c00_5Design Build BoilerPlate 7-22
Insurance, Specifications, Plans (including revisions thereto issued during construction), Standard Plans, Specifications: “Standard Specifications for Road and Bridge Construction” an electronic book, applicable, . Supplemental Specifications: Approved additions and revisions to the Standard Specifications, applicable, to or revise the Standard Specifications or supplemental specifications, setting forth conditions varying from or additional to the Standard Specifications applicable to a specific project. Technical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/design-build-boilerplate-7-22.pdf?sfvrsn=102e358d_15639-001
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_19900301.impl
and be listed on the APL. The standard includes but is not limited to the following: 1. Use signal, internally by the controller as per Department specifications. 6. The green interval must display, with Standard Plans, Index 102-603. All electronic assemblies shall meet the requirements of NEMA TS-5-2017
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9900301.impl.pdf?sfvrsn=f71ca00b_0D9710022
with Federal Test Method Standard 141A, Method 2051 at a spreading rate of 50 ∀ 10 ft 2 /gal [1.25, Standard No. 595B, Table VIII, Shade No. 36622 or as specified in the plans for the applied finish, to his own specifications. However, the requirements delineated in this Specification, Section 702
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9710022.pdf?sfvrsn=d69b20fc_0D9710022.do
in accordance with Federal Test Method Standard 141A, Method 2051 at a spreading rate of 50 ∀ 10 ft, :Useacolorthatissimilar to Federal Color Standard No. 595B, Table VIII, Shade No. 36622 or as specified, of formulating the material according to his own specifications. However, the requirements delineated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9710022.do.pdf?sfvrsn=199b3dc6_04150000.origind
incorporatespecificationlanguageforstainlesssteelandFRPreinforcingandprestressingstrand intothe Standard Specifications, 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, as prescribed in the CRSI Manual of Standard Practice. Shop bend the reinforcement cold to the shapes indicated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4150000.origind.pdf?sfvrsn=5d6e4ec4_09380000SS
shall be tested and certified by the supplier that the product meets the QC Control Specifications, by the following standard and modified ASTM test methods conducted at normal laboratory temperature (65-78°F, the ASTM C939 test by filling the cone to the top instead of to the standard level. *****Modify ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/9380000ss.pdf?sfvrsn=1e3a6a62_09380000SS
shall be tested and certified by the supplier that the product meets the QC Control Specifications, by the following standard and modified ASTM test methods conducted at normal laboratory temperature (65-78°F, the ASTM C939 test by filling the cone to the top instead of to the standard level. *****Modify ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9380000ss.pdf?sfvrsn=51652525_01600000.resp
value to ensure the material is mixed in accordance with the specifications. No change made. 3, and mix it in, sample for LBR at the standard frequency and test for density at the standard frequency
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