9037 search results for test
3390700-722resp
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: They are not receiving a quality bonus. It is payment for the quantity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3390700-722resp.pdf?sfvrsn=73ee1b08_26330600-122impl
, will include furnishing, placement, and testing of all material, and for all tools, labor, equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/6330600-122impl.pdf?sfvrsn=6d0074c7_20060401-122FHWA
at a minimum: 1. Description of the defective materials. 2. Supporting information, testing or inspection, testing laboratories, qualified in accordance with Section 105- 7. Upon approval of the Engineering, of the defective materials. 2. Supporting information, testing or inspection reports with nonconformities, of Record who will perform the engineering analysis. 5. Proposed testing laboratories, qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/0060401-122fhwa.pdf?sfvrsn=6e3e3d51_29900201.impl
. User manuals 3. Crash testing reports 4. All relevant FHWA Eligibility Letters
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9900201.impl.pdf?sfvrsn=43a6fd91_09850202.comm
will be removed from the APL for the ECM related testing. For the R-1 change, we have 3 manufacturers. We
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9850202.comm.pdf?sfvrsn=101a1570_00060400.FHWA
information, testing or inspection reports with nonconformities, pictures, drawings, and accurately, the engineering analysis. 5. Proposed testing laboratories, qualified in accordance with Section 105- 7. Upon, of the defective materials. 2. Supporting information, testing or inspection reports, of Record who will perform the engineering analysis. 5. Proposed testing laboratories, qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/0060400.fhwa.pdf?sfvrsn=4e9d0744_01050808.impl
105 CONTRACTOR QUALITY CONTROL GENERAL REQUIREMENTS. (REV 11-29-16) (FA 11-29-16) (7-17) SUBARTICLE 105-8.8 is deleted and the following substituted: 105-8.8 Prestressed Concrete Plant Quality Control Personnel: Ensure each prestressed concrete plant has an onsite production manager, an onsite plant quality control manager, a plant engineer, and adequate onsite QC inspectors/technicians to provide complete QC inspections and testing. Ensure the plant manager for QC has at least five
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/1050808.impl.pdf?sfvrsn=73a50e6a_03300902.impl
structural and dense-graded friction course mixtures, in areas not defined as density testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/3300902.impl.pdf?sfvrsn=3f3f1349_02860000.impl
. Ingeneral,theEngineerwillacceptthematerial on the basis of visual inspection, with no testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/2860000.impl.pdf?sfvrsn=36189f3_0D1630000.do
material to the depth shown on the plans. 163-4 Acceptance Testing. Afterplacing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1630000.do.pdf?sfvrsn=6bb5491b_05210000SS
responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for Barrier Wall construction. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5210000ss.pdf?sfvrsn=54f69dca_09900500.impl
990 TEMPORARYTRAFFICCONTROLDEVICEMATERIALS. (REV10-30-15)(FA1-15-16)(7-16) ARTICLE990-5isdeleted and the following substituted: 990-5 Temporary Retroreflective Pavement Markers. Temporary retroreflective pavement markers (RPM’s) shall meet the requirements of Section 970 and this Section and be one of the products listed on the APL. Manufacturers seeking evaluation of their product must submit an application in accordance with Section 6 and include independent testing showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9900500.impl.pdf?sfvrsn=dd68f96c_04510802.impl
to accommodate movements of the structure during testing and stressing. For strand tendons
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4510802.impl.pdf?sfvrsn=d9181187_05210000SS
responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for Barrier Wall construction. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5210000ss.pdf?sfvrsn=9c74cf24_03340102.comm
: “If only the roadway cores are lost, damaged, destroyed, or are otherwise unavailable for testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3340102.comm.pdf?sfvrsn=1acc2d34_0SS4500401
450 PRECAST P R E S T R E S S E D C O N C R E T E C O N S T R U C T I O N . (REV6-25-07)(FA6-28-07)(1-08) SUBARTICLE450-4.1(Pages448and449)isdeletedandthefollowingsubstituted: 450-4.1Concrete:Perform the QC sampling and testing of concrete in accordance with the requirements of Section 346. ARTICE 450-5 (Page 450) is deleted and the following substituted: 450-5 Shop Drawings. Submit shop drawings when the Contract Documents do not contain all the detailed information necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4500401.pdf?sfvrsn=1d39c379_0SS4500401
450 PRECAST P R E S T R E S S E D C O N C R E T E C O N S T R U C T I O N . (REV6-25-07)(FA6-28-07)(1-08) SUBARTICLE450-4.1(Pages448and449)isdeletedandthefollowingsubstituted: 450-4.1Concrete:Perform the QC sampling and testing of concrete in accordance with the requirements of Section 346. ARTICE 450-5 (Page 450) is deleted and the following substituted: 450-5 Shop Drawings. Submit shop drawings when the Contract Documents do not contain all the detailed information necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4500401c94913b5aa4c459d8269701e4d5faffb.pdf?sfvrsn=ddb292a3_03340104.resp
. Response: Extensive testing was done in a Round Robin study in accordance with ASTM protocol
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3340104.resp.pdf?sfvrsn=44534bcb_06530000.comm
resource, standard, or testing procedure to better define "proper." Response: 2: 653-4: Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/6530000.comm.pdf?sfvrsn=16a4fd25_01250100.impl
that trench boxes are wide enough to accommodate compaction and density testing. Submission of bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1250100.impl.pdf?sfvrsn=e01b618a_0