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5210100.origind
acceptance; therefore, assume responsibility for performance of quality control testing and inspections required by Sections 346 and 400. 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/programmanagement/implemented/workbooks/history/jul19/files/5210100-origind.pdf?sfvrsn=35a57856_29290102.comm
: SUGGESTED CHANGE 929-1.2 Approved Laboratory: The cementitious materials supplier’s testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9290102.comm.pdf?sfvrsn=1b2ebe04_03300302.resp
of all paving operations. Notify the Engineer of the location and time of straightedge testing a minimum of 48 hours before beginning testing. The Engineer will verify the straightedge testing, before or after laser acceptance testing. Response: There is possibly a misunderstanding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3300302-resp.pdf?sfvrsn=93109048_43360000.resp
and testing of asphalt binder terminals (Section 919) and asphalt rubber binder terminals (Section 336
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3360000.resp.pdf?sfvrsn=eb524502_04490300.comm
it, please rember the section of 449 that includes the Hydrostatic testing of Pipe, the PSI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4490300.comm.pdf?sfvrsn=159a2710_03200500.impl
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/programmanagement/implemented/workbooks/history/jan10/files/3200500.impl.pdf?sfvrsn=1ed4f04b_0compositepavements-p
Evaluation of Feasibility of Using Composite Pavements in Florida By Means of HVS Testing By Mang Tia Patricio Tapia Wasantha Kumara Chung-Lung Wu Acknowledgments Project Manager: Dr. Bouzid Choubane Key FDOT Personnel (alphabetical order): Mike Bergin, Tom Byron, Richard Delorenzo, Lance Denmark, Shawn English, Joseph Fitzgerald, Vidal Francis, Charles Ishee, Abdenour Nazef, Aaron Philpott, Steve Ross, Greg Sholar, Kyle Younger, and others Research Need Increasing truck
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/smo/compositepavements-p.pdf?sfvrsn=f70361c2_2InternalCommentResponse3340500
Specification Section 334 Subarticle 334-5 ORIGINATION Date: 4-23-24 Name: Richard Hewitt Email: Richard.Hewitt@dot.state.fl.us COMMENTARY Current language discusses intersections and clarifies density testing exceptions with "stop bar to stop bar" language, but roundabout intersections do not have stop bars, thus I'm adding "within yield lines" language for roundabout intersections. INTERNAL COMMENTS AND RESPONSES BLACK = Comment BLUE = Specifications Response GREEN = Change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/internal/comments-responses/internalcommentresponse3340500.pdf?sfvrsn=ae4c6dad_13530303-722impl
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_0