4673 search results for Standard Specifications

Dev475

of the Standard Specifications for Road and Bridge Construction when performing any remedial work. Submit

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/dev475.docx?sfvrsn=978aa692_6

3370302-724IMPLreplace

(and conditioning prior to testing) will not be required as part of 334-5.1.1. 3. The standard LOT size, pretreated in conformance with these specifications. Include also the date the material was pretreated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3370302-724implreplace.pdf?sfvrsn=7531544c_1

3370302-724IMPL

(and conditioning prior to testing) will not be required as part of 334-5.1.1. 3. The standard LOT size, pretreated in conformance with these specifications. Include also the date the material was pretreated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3370302-724impl.pdf?sfvrsn=76ea929b_1

3370201-722impl

indicating compliance with the specifications. 337-2.6 Liquid Anti-Strip Additive: Meet, ) will not be required as part of 334-5.1.1. 3. The standard LOT size of FC-5 will be 2,000 tons, with each LOT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3370201-722impl.pdf?sfvrsn=f3f3517_2

SP0080302A.comm

for submitting a request for Contract Time extension in accordance with 8-7.3.2 of the Standard Specifications. An extension of time for performance shall be considered only to the extent

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/sp0080302a.comm.pdf?sfvrsn=d76b042_0

5360000.impl

and Specifications. Acceptance of submitted material will be based on the material certifications, in 536-6.1, where special guardrail posts are installed instead of standard posts. 536-6.5 Bridge Anchorage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/5360000.impl.pdf?sfvrsn=9fc1e2f7_0

D005011e.do

along each side to prevent rotation can be used with standard steel guardrail posts”. Index No. 400, ), ‘POLE SPECIFICATIONS’, Second paragraph – Paragraph expanded with a second sentence as follows

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d005011e.do.pdf?sfvrsn=91157942_0

D3380000.do

in writing prior to beginning any remedial work. Meet the requirements of the Department’s Standard Specifications for Road and Bridge Construction and implemented modifications thereto when performing any

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3380000.doa7dead5e435e410b94381d10526b57e4.pdf?sfvrsn=da231652_0

D3380000.do

in writing prior to beginning any remedial work. Meet the requirements of the Department’s Standard Specifications for Road and Bridge Construction and implemented modifications thereto when performing any

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3380000.do.pdf?sfvrsn=3bce825c_0

3380000SS

. NotifytheEngineerinwritingpriortobeginninganyremedial work. Meet the requirements of the Department’s Standard Specifications for Road and Bridge Construction and implemented modifications thereto when

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3380000ss.pdf?sfvrsn=2fdeec82_0

5150000.FHWA

, to the Standard Specifications. Please review and transmit your comments, if any, within two weeks. Comments

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5150000.fhwa.pdf?sfvrsn=61e92b8a_0

4550001SS

in compliance with these Specifications, to record all data, and to furnish reports of the test results, will conform in every respect to a standard splice. (b)9feet [2.7 m] of piling, will be paid

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4550001ss.pdf?sfvrsn=7fec4cfc_0

4550001SS

in compliance with these Specifications, to record all data, and to furnish reports of the test results, will conform in every respect to a standard splice. (b)9feet [2.7 m] of piling, will be paid

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4550001ssf15cdbcff26e4229aed9362ede5044d4.pdf?sfvrsn=af315abb_0

3380000SS

remedial work. Meet the requirements of the Department’s Standard Specifications for Road and Bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3380000ss.pdf?sfvrsn=b86e9937_0

SS3380000

. NotifytheEngineerinwritingpriortobeginninganyremedial work. Meet the requirements of the Department’s Standard Specifications for Road and Bridge Construction and implemented modifications thereto when

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3380000.pdf?sfvrsn=5509713e_0

SS6490000

on the Department’s Qualified Products List (QPL) for all standard configurations shown in the Design, in accordance with ASTM D 6386 and the manufacturer of the coating system’s specifications. Provide a clean

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss6490000.pdf?sfvrsn=68c872be_0
20 of 4673 results