9037 search results for test
0060600.FHWA
Sampling, Testing, and Reporting Guide 21 calendar days prior to commencement of construction. Provide, and any additional materials placed. Do not commence work activities that require testing until the Job, Sampling, Testing, and Reporting Guide 21 calendar days prior to commencement of construction. Provide, additional materials placed. Do not commence work activities that require testing until the Job Guide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/0060600.fhwa.pdf?sfvrsn=947341f_0D9710015.do
of coats and the thickness of each coat at which the product passes testing may be placed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9710015.do.pdf?sfvrsn=556bff39_0D9710015
. Anotationofthenumber of coats and the thickness of each coat at which the product passes testing may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9710015.pdf?sfvrsn=3a36437d_03340000.comm
3340000- SUPERPAVE ASPHALT CONCRETE COMMENTS FROM INDUSTRY REVIEW ****************************************************************************** Steven A. Sheffield steven.sheffield@dot.state.fl.us 407-264-3444 407-822-6663 Fax Comments: In section 334-5.1.1.1 Sampling and Testing requirements: Last sentence on page nine should be reviewed. “The Contractor can retain additional split samples their option.” I thought the Department was using active voice and the specs were written
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3340000.comm.pdf?sfvrsn=93e1a10f_00060600.fhwa
Sampling, Testing, and Reporting Guide 21 calendar days prior to commencement of construction. Provide, and any additional materials placed. Do not commence work activities that require testing until the Job, Sampling, Testing, and Reporting Guide 21 calendar days prior to commencement of construction. Provide, additional materials placed. Do not commence work activities that require testing until the Job Guide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan08/files/0060600.fhwaab8291cc6c03477fb64ac866acd51a42.pdf?sfvrsn=6576eb4f_04550171SS
to perform integrity testing at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4550171ss.pdf?sfvrsn=517ae21f_0Approved SDS Plans_BlueLineSolutions
1 Saha, Dibakar From: Arnold, Scott Sent: Friday, February 28, 2025 1:32 PM To: Saha, Dibakar Cc: Lewis, Chris; Tadlock, Kristin Subject: Approved SDS plans Attachments: AC Power DE FL Sealed 1.pdf Dibakar, The pole and foundation shown in the attached plans are approved to support school zone speed detection systems. No further review of structural analysis or crash testing is needed. Please let me know when your website is set up, similar to the one for LPRs. Vendor is Blue
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/approved-sds-plans_bluelinesolutions.pdf?sfvrsn=253db294_19110100IndustryCommentResponse
: This specification does not cover sampling and testing as described. This comment would be long in any proposed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/9110100industrycommentresponse.pdf?sfvrsn=adb9fbb6_13300904FHWA
testing will not be required in the following areas: 1.sShoulders, 2.iIntersections, 3.tTapers, tables, and similar areas Additional exceptions to straightedge testing, or in the following areas, : Straightedge testing will not be required in the following areas: 1. Shoulders 2. Intersections, 9. Speed tables and similar areas Additional exceptions to straightedge testing in the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/3300904fhwa.pdf?sfvrsn=46cfd36a_13500200-722impl
testing for concrete pavement mixes is not required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3500200-722impl.pdf?sfvrsn=9c308fa3_21040400-722origind
Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, unless such material is to be incorporated into the completed project. When no testing is required, of the permanent work, meet the testing requirements of the applicable permanent materials. For materials not part of the permanent work, no testing is required; the Engineer will base acceptance on visual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/1040400-722origind.pdf?sfvrsn=4c439002_23390700-722comm
3390700 MISCELLANEOUS ASPHALT PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan (954) 777-4387 deborah.ihsan@dot.state.fl.us Comments: (1-18-22, Industry) why are we allowing Misc asphalt to receive a quality bonus, when this asphalt type is typically used as a secondary item to guardrail and any type of mix can be utilized except FC-5, does not require asphalt plant testing, and density Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3390700-722comm.pdf?sfvrsn=37cb7063_23300701-122impl
330 HOT MIX ASPHALT GENERAL CONSTRUCTION REQUIREMENTS (REV 5-3-21) (FA 7-14-21) (1-22) SUBARTICLE 330-7.1 is deleted and the following substituted: 330-7 Compacting Mixture. 330-7.1 General Requirements: When density testing for acceptance is required, select equipment, sequence, and coverages of rolling to meet the specified density requirement. Regardless of the rolling procedure used, complete the final rolling before the surface temperature of the pavement drops to the extent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/3300701-122impl.pdf?sfvrsn=6ecd97bc_24610901-122comm
to, the following specific incidental work items: 1. testing, 2. tools and equipment required for installation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/4610901-122comm.pdf?sfvrsn=67fe3735_24610901-122resp
to, the following specific incidental work items: 1. testing, 2. tools and equipment required for installation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/4610901-122resp.pdf?sfvrsn=f8251c93_23460500.resp
for sampling and testing even if it means repeating the ASTM method. No change made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/3460500.resp.pdf?sfvrsn=12fde30c_0D9710015.do
. Anotationof the number of coats and the thickness of each coat at which the product passes testing may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9710015.do.pdf?sfvrsn=69dbe6cc_04550171SS
to perform integrity testing at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4550171ss.pdf?sfvrsn=8e7e6c02_02000702.impl
200 ROCK B A S E . (REV10-14-15)(FA1-11-16)(7-16) SUBARTICLE200-7.2.3isdeletedandthefollowingsubstituted: 200-7.2.3PitProctor:InlieuofModifiedProctorMaximum Density testing at the roadway, notify the Engineer in writing that the Contractor option to use the Pit Proctor supplied by the Department will be used. The Modified Proctor maximum density frequency requirements of 200-7.2.2 shall not apply. The Department will determine the Pit Proctor from statistical analysis of the base rock
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/2000702.impl.pdf?sfvrsn=10b3fc01_09900201.resp
. Since we are testing these products in the field, I suggest that we make the y axis similar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9900201.resp.pdf?sfvrsn=5e9c89c3_0