2793 search results for forms

0070701DC.comm

that have been sending in forms other than “ACCORD.” Does this mean that they will now have to specifically only use the forms from “ACCORD?” Since this spec is specifically for the “small” contracts

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/0070701dc.comm.pdf?sfvrsn=a73c2590_0

SP7140000

steel meeting the requirements of Section 415. 714-3 Construction of Concrete Pads. 714-3.1 Forms: Provide forms as specified in 520-3. 714-3.2 Foundations: Prepare foundation in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp7140000.pdf?sfvrsn=3e2254e7_0

SP7140000

steel meeting the requirements of Section 415. 714-3 Construction of Concrete Pads. 714-3.1 Forms: Provide forms as specified in 520-3. 714-3.2 Foundations: Prepare foundation in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp7140000.pdf?sfvrsn=f068eca4_0

6110402-723impl

official FDOT forms, evaluate ITS devices as per Contract Documents and as approved by the Engineer. Complete approved data forms and turn them over to the Engineer for approval. Provide a minimum

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/6110402-723impl.pdf?sfvrsn=13b48f_1

Documents Publications

INDEX A-Z Search Documents & Publications The Office of Construction has many Publications that are utilized by both Department staff and external customers. These include manuals, forms, procedures, and reports. Please, Contractors Past Performance Rating (CPPR) Guidelines Estimate Cut-Off Dates Forms QA/QC Guidelines

https://www.fdot.gov/construction/publicationsmain.shtm

Quality Audit Templates

Templates Testing GPS Mapping Testing ITSFM Attribute Forms Testing As-built Plans, The auditor will test all ITSFM Data Collection forms to determine data completeness and accuracy then document the results in the Data Collection Form audit report. These forms are used to document, submittal must include all required forms for each equipment site or the entire submittal package, and the absence of errors. All issues found during the audit are redlined on the forms

https://www.fdot.gov/traffic/itsfm/new-construction/construction-engineering/as-built-acceptance-testing/quality-audit-templates.shtml

6110402-724FHWA

currently published stand-alone test forms. Please review and transmit your comments, if any, within, . For ITS devices without official FDOT forms, evaluate ITS devices as per Contract Documents and as approved by the Engineer. Complete approved data forms and turn them over to the Engineer, cabinets. For ITS devices without official FDOT forms, evaluate ITS devices as per Contract Documents and as approved by the Engineer. Complete approved data forms and turn them over to the Engineer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6110402-724fhwa.pdf?sfvrsn=ef2cd00e_1

6110402-723FHWA

information on recently published standalone test forms for dynamic message signs and remote power, official FDOT forms, evaluate ITS devices as per Contract Documents and as approved by the Engineer. Complete approved data forms and turn them over to the Engineer for approval. Provide a minimum, official FDOT forms, evaluate ITS devices as per Contract Documents and as approved by the Engineer. Complete approved data forms and turn them over to the Engineer for approval. Provide a minimum

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/6110402-723fhwa.pdf?sfvrsn=7fc6fbc0_1

D4000000

bridges permanent camber only when shown in the plans. 400-5 Forms. 400-5.1 G e n e r a l : P r o v i, shown in the plans. Design forms to withstand the additional forces of vibration without apparent deviation from the desired shape or position. Assemble forms to be mortar-tight. If using lumber forms, construct them of dressed wood of uniform thickness. Use form liners on wooden forms where Class 3 surface finish is specified. Construct assembled forms to render a concrete surface of smooth

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d4000000.pdf?sfvrsn=e1c87e17_0

4000000SS

of falsework. Give bridges permanent camber only when shown in the plans. 400-5 Forms. 400-5.1 G e n e r a l, , and shapes shown in the plans. Design forms to withstand the additional forces of vibration without apparent deviation from the desired shape or position. Assemble forms to be mortar-tight. If using lumber forms, construct them of dressed wood of uniform thickness. Use form liners on wooden forms where Class 3 surface finish is specified. Construct assembled forms to render a concrete

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4000000ss2f0fb9396cec4c5da43fbd11e3cfe0f6.pdf?sfvrsn=6a272c78_0

4000000SS

of falsework. Give bridges permanent camber only when shown in the plans. 400-5 Forms. 400-5.1 G e n e r a l, , and shapes shown in the plans. Design forms to withstand the additional forces of vibration without apparent deviation from the desired shape or position. Assemble forms to be mortar-tight. If using lumber forms, construct them of dressed wood of uniform thickness. Use form liners on wooden forms where Class 3 surface finish is specified. Construct assembled forms to render a concrete

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ss.pdf?sfvrsn=54c2b5d3_0

4000000SS

of falsework. Give bridges permanent camber only when shown in the plans. 400-5 Forms. 400-5.1 G e n e r a l, , and shapes shown in the plans. Design forms to withstand the additional forces of vibration without apparent deviation from the desired shape or position. Assemble forms to be mortar-tight. If using lumber forms, construct them of dressed wood of uniform thickness. Use form liners on wooden forms where Class 3 surface finish is specified. Construct assembled forms to render a concrete

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ssffbc36de9e8643ebbdd62700a869aa25.pdf?sfvrsn=ba79ec66_0

5210000SS

in the plans. Use stationary removable forms or sliding forms to construct the barrier wall. Do not use, Construction. 521-4.1 G e n e r a l : T h e C o n t r a c t o r may use stationary removable forms, and finish is obtained. Construct forms of metal or timber with a form liner. Do not use forms which, constructed using stationary forms in accordance with Section 400 and providing a Class 3 finish. Align, materials and secure to the forms as required to provide proper position. When using slip forming

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5210000ss.pdf?sfvrsn=54f69dca_0

4570001SP

. Fabricate the forms from fiberglass and polyester resins, having a minimum thickness of 1/8 inch [3 mm, inhibiting agents in contact with the cementitious or epoxy grouts. Provide the forms with bonded-on, non-corrosive standoffs, which will maintain the forms in the required positions. Sandblast or score the inside surface of the forms with an abrasive material to provide a texture equal to a sandblasted surface. Equip the forms with a compressible sealing strip at the bottom which

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4570001sp.pdf?sfvrsn=30358bc2_0
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