9204 search results for test
3530303-722impl
of 1,600 psi by testing concrete cylinders or by using the maturity-strength curve. Use cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3530303-722impl.pdf?sfvrsn=b0e44948_29950100-722comm
for EVP and TSP in Florida. Same question with range, 995-8.2.5, given that range testing just got
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9950100-722comm.pdf?sfvrsn=7e3ed113_21050404MM61V2-122comm
10/20) Quality Control QC Testing and Inspection introduced a word “quarantine” to keep off
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/1050404mm61v2-122comm.pdf?sfvrsn=1bf3cd8d_21050404MM61V2-122resp
6.1.11.2, ( page 10/20) Quality Control QC Testing and Inspection introduced a word “quarantine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/1050404mm61v2-122resp.pdf?sfvrsn=33454936_21050806.impl
Documents. A Level II Inspector's duties may include ensuring that concrete testing, inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1050806.impl.pdf?sfvrsn=1cace6c8_09480000.resp
to avoid confusion on sampling and testing requirements at project level. No change made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/9480000.resp.pdf?sfvrsn=4ba0f05c_06540204.impl
for Testing and Material E1347. Cabinets and housings must prevent unauthorized access. Pole-mount
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/6540204.impl.pdf?sfvrsn=407f8355_04600501.comm
, installation, tightening and testing of such bolts. Do not install Grade A490 bolts without prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4600501.comm.pdf?sfvrsn=e0eada63_04600501.resp
and testing of such bolts. Do not install Grade A490 bolts without prior approval of the procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4600501.resp.pdf?sfvrsn=430c6aed_09160201.comm
% as suggested in proposed specification 287-2: “Results from this testing may meet the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/9160201.comm.pdf?sfvrsn=96d3f565_05210100.origind
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 or CMEC. Ensurethateachshipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5210100.origind.pdf?sfvrsn=251654dd_09940033SS
994 PHYSICALREQUIREMENTS–COLOR. (REV2-25-04)(FA3-10-04)(7-04) SUBARTICLE994-3.3(Page948)isdeletedandthefollowingsubstituted: 994-3.3 C o l o r : T h e r e t r o r e f l e c t i v e a n d n o n - r e f l e c t i v e s h e e t i ng or film shall have the same daytime and nighttime color when viewed by reflective light regardless of type classification. The diffused color of the retroreflective sheeting, through instrumental color testing, shall conform to the requirements of ASTM D4956
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/9940033ss.pdf?sfvrsn=526add67_01050807.impl
. A Level II Inspector's duties may include ensuring that concrete testing, inspection, and curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1050807.impl.pdf?sfvrsn=77f531c3_07100401.impl
to the pavement by spray or other means approved by the Engineer. Conduct field testing in accordance with FM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/7100401.impl.pdf?sfvrsn=fdd42885_09160000.resp
requirements of 916-2….” 3. 916 – 5.3 Specification Compliance and QC Testing: Recommend changing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9160000.resp.pdf?sfvrsn=7597efbd_04551604.comm
into the integrity or testing of the shaft. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4551604.comm.pdf?sfvrsn=2db2ac2f_0SS3410400
of Section 336 Asphalt Rubber Binder, particularly noting testing and action requirements to be met
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3410400.pdf?sfvrsn=32ccddbc_0SS3200500
in these Specifications. In the event that density testing is not required, provide a tandem steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3200500.pdf?sfvrsn=e5011226_0SS3410400
Rubber Binder. Meet the requirements of Section 336 Asphalt Rubber Binder, particularly noting testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3410400.pdf?sfvrsn=8faa7c47_0SS3410400
Rubber Binder. Meet the requirements of Section 336 Asphalt Rubber Binder, particularly noting testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3410400.pdf?sfvrsn=f02e55e4_0