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News Release Archive
, 2024 FDOT Secretary Jared Perdue Testifies Before Congress March 8, 2024 Major Progress Underway, , 2023 FDOT Opens First In The Southeast Concrete Testing Facility on U.S. 301 March 14, 2023 ICYMI
https://www.fdot.gov/info/co/news/newsreleases/default.shtm11200grp
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https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content2/roadway/ds/10/idx/11200grp.pdf?sfvrsn=c1f5cb6_07000101.impl
is deleted and the following substituted: 700-4.22 Acceptance Testing: Conduct a 30 day acceptance test, , testing will be restarted. The Engineer may select to pause and extend the 30 day test period, substituted: 700-4.21 Operational Testing: After the system testing is successfully completed; conduct one continuous 72 hour, full-operating test prior to conducting the 30 day acceptance test. The Engineer will approve the type of tests to be conducted. Include in the tests all control, monitoring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/7000101.impl.pdf?sfvrsn=e977934a_03340000.resp
by the Engineer, for Independent Verification testing. In situations where it is impractical to cut five cores, the requirements of Table 334-5 for density, then a comparison of the Independent Verification Gmm test results and the Contractor’s Gmm test results, if available, will be made. If the comparison meets, any material represented by the failing test results in accordance with 334-5.9.5. If the comparison values meet why would you cease production? Response: The comparison of the Gmm tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3340000.resp.pdf?sfvrsn=e5a44996_02830404.comm
2830404 – COMPACTING AND FINISHING BASE – DENSITY TESTS COMMENTS FROM INDUSTRY REVIEW ************************************************************************************* Larry Kelley Handled by: Greg Vickery District Performance Management & Communications Coordinator Office of the District Secretary Office (850) 415-9529 Fax (850) 415-9761 Cellular (850) 260-5324 mailto, , entitled "Compacting and Finishing Base - Density Tests," and offer the following comments for your
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2830404.comm.pdf?sfvrsn=8e87ba9e_02830404.comm
2830404 – COMPACTING AND FINISHING BASE – DENSITY TESTS COMMENTS FROM INDUSTRY REVIEW ************************************************************************************* Larry Kelley Handled by: Greg Vickery District Performance Management & Communications Coordinator Office of the District Secretary Office (850) 415-9529 Fax (850) 415-9761 Cellular (850) 260-5324 mailto, , entitled "Compacting and Finishing Base - Density Tests," and offer the following comments for your
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/2830404.comm.pdf?sfvrsn=aaf4e4a5_0GL-09
shaft concrete is placed in any wet shaft, the QC Manager shall provide slump loss test results before drilled shaft concrete operations begin. The tests shall demonstrate that the drilled shaft, at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration) and Production Shafts: document
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-09.pdf?sfvrsn=14d3252c_0GL-09
drilled shaft concrete is placed in any wet shaft, the QC Manager shall provide slump loss test results before drilled shaft concrete operations begin. The tests shall demonstrate that the drilled, the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration) and Production Shafts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-09.pdf?sfvrsn=c55371ed_0GL-09
drilled shaft concrete is placed in any wet shaft, the QC Manager shall provide slump loss test results before drilled shaft concrete operations begin. The tests shall demonstrate that the drilled, the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration) and Production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-09.pdf?sfvrsn=de80f33e_0GL-09 foundations (2016-2017)
loss test results before drilled shaft concrete operations begin. The tests shall demonstrate, time. Inform the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration, Report of Construction, test shafts must be removed to 2 ft. [0.6 m] below ground line. [Spec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-09-foundations-(2016-2017).pdf?sfvrsn=51af7c7d_09710104-122FHWA
Evaluation Program (NTPEP) field test data for additional Pavement Marking Materials (PMM). Please review, and the infrared identification curve (2.5 to 15 µm) for the vehicle component. The Department will test, mManufacturers shall provide National Transportation Product Evaluation Program (NTPEP) field test data meeting FDOT Specification requirementsin lieu of evaluation testing as per FM 5-541, Part B. A notation of 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/2022/january-2022/review/fhwa/9710104-122fhwa0c3ca568fb0349c1847c52f7f20f4661.pdf?sfvrsn=a53fecc8_29710104-122FHWA
Evaluation Program (NTPEP) field test data for additional Pavement Marking Materials (PMM). Please review, and the infrared identification curve (2.5 to 15 µm) for the vehicle component. The Department will test all, shall provide National Transportation Product Evaluation Program (NTPEP) field test data meeting FDOT Specification requirementsin lieu of evaluation testing as per FM 5-541, Part B. A notation of 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/2022/january-2022/review/fhwa/9710104-122fhwa.pdf?sfvrsn=cfc4f1a4_29710700.impl
tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature range of 40 to 80ºF using a jaw speed of 0.25 inch/min. 971-7.8 Elongation: The stripes and markings shall have a minimum elongation of 25% when tested in accordance with ASTM D 638. 971-7.9 Plastic Pull test: The stripes and markings shall support, a minimum skid resistance value of 35 BPN when tested according to ASTM E303. Bike lane symbols
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9710700.impl.pdf?sfvrsn=f6dd0241_09490000.origind
these materials have been sampled by project personnel and tested by the State Materials Office. The current acceptance method of sampling and testing is being revised to acceptance by manufacturer’s, be a minimal decrease in project costs as this change reduces amount of sampling and testing, acceptable to the Department, such units may be accepted on the basis of six test certificates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9490000.origind.pdf?sfvrsn=709c23d_0CR-6 Base (2016-2017) 7-12-16 clean
STATEWIDE CRITICAL REQUIREMENT LIST - FISCAL YEAR 2016/2017 Quality Assessment Category Number 6 Base 1.Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the Earthwork Record System verify this? Does a field visit verify this? [Spec. 200-6] 2.Is the CEI, this? [200-7] 4.Has the CEI enforced the requirement that all required density test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-6-base-(2016-2017)-7-12-16-clean.pdf?sfvrsn=2296ba60_0CR-6 Base (2018-2019) clean
STATEWIDE CRITICAL REQUIREMENT LIST - FISCAL YEAR 2018/2019 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the Earthwork Record System verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI, this? [200-7] 4. Has the CEI enforced the requirement that all required density test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/cr-6-base-(2018-2019)-clean.pdf?sfvrsn=85753ff5_0CR 6 Base (2017-2018) clean
STATEWIDE CRITICAL REQUIREMENT LIST - FISCAL YEAR 2017/2018 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the Earthwork Record System verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI, this? [200-7] 4. Has the CEI enforced the requirement that all required density test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1718/cr-6-base-(2017-2018)-clean.pdf?sfvrsn=67d558a1_09160000Comm
on all results. Including positive spot test specifications, and updated AASHTO tests. Separating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9160000comm.pdf?sfvrsn=efa23a28_09160000Respon
results. Including positive spot test specifications, and updated AASHTO tests. Separating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9160000respon.pdf?sfvrsn=ac2bf685_07010402.resp
7010402 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Ruelke 352-955-6620 timothy.ruelke@dot.state.fl.us Comments: (6-9-13) Do you want to consider adding “resolution” language in case the Engineer’s verification tests fail? Response: No, the specification addresses the resolution. No changes made, . Due to several test deck failures, this product is not capable of meeting the requirements spelled
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/7010402.resp.pdf?sfvrsn=c57e057b_0