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4620100.origind
- girder segments (internal tendons) are exempt from this testing. 2. In the formwork, pressure test, . Inclusion of all possible subcomponents is required for PT system and component testing; however, , and voids. Submit test data to the Engineer to verify that the work meets the requirements, any standing water. Test substrate at all pour-back locations using ACI 503 and develop a minimum of 175 psi tension (e.g., pull-off value). Testing frequency may be reduced, as determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4620100.origind.pdf?sfvrsn=72baf7aa_06770000.FHWA
is correctly installed and functional. Record all test results in a standardized format approved by the Engineer prior to testing. All recorded test report data shall be signed andbe dated, witnessed, installed and functional. Record all test results in a format approved by the Engineer prior to testing, support has been providedassociated with the shelter. Test and verify the HVAC system performance, Performance Period: Following the completion of all acceptance testing and inspections, subject
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/6770000.fhwa.pdf?sfvrsn=cb8d6e11_01040600.FHWA
a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion, for product identification. The manufacturers test records shall be made available, of the required toxicity testing information in accordance with the E&SC Manual to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1040600.fhwa.pdf?sfvrsn=41580178_01040600.fhwa
a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion, for product identification. The manufacturers test records shall be made available, of the required toxicity testing information in accordance with the E&SC Manual to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1040600.fhwaf6adad637cd74e839ee3ca1c83ee8494.pdf?sfvrsn=19bf2984_05550000.resp
. 3. Section 555-4.1.1 Product Testing. Additional verbiage should be included that requires a pressure test both before and after product is pulled through the bore hole. Response: There is nothing in the spec that prohibits a pressure test before the product is put in place and a special, driller will pressure test the pipe before the installation in most cases. A pressure test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5550000.resp.pdf?sfvrsn=382f831c_03470000ORGIN
and Testing: The Engineer may sample and test the concrete at his their discretion to verify its quality, . Use originally approved mix components and proportions, when unsatisfactory test results are obtained, expected to exceed three hours, perform an additional moisture test approximately half way through, , certified mill test reports). 3.Acopyofthescalecompanyortestingagencyreportshowingtheobserved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/3470000orgin.pdf?sfvrsn=9b6d707a_05440000.resp
to require all new applications to have the MASH-09 testing regardless of when they were tested, components may require additional crash testing. We can discuss this with Manufacturers for future
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/5440000.resp.pdf?sfvrsn=d4401c30_07000000.origind
concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erectthesigns, alternates the Engineer will allow a cast base, provided the Contractor submits test reports, is to be used. Perform physical tests and submit certified reports for one base to be used with each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7000000.origind.pdf?sfvrsn=5b62c3f8_07000000.origind
is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, will allow a cast base, provided the Contractor submits test reports giving evidence that the base, tests and submit certified reports for one base to be used with each pole size. Use Alloy A 356-T6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7000000.origind.pdf?sfvrsn=48dfe328_09310000.impl
of test results meeting the specification limits of the ASTM or AASHTO designation for the particular size, grade and any additional requirements. Randomly taken test samples and certification of test values, representing each production LOT of reinforcing steel, shall be provided to the Engineer for each Contract prior to use. Randomly taken test samples shall be cut from bundled steel, including test results for thickness, dimension, grade, length, size, and spacing. Each certified mill
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9310000.impl.pdf?sfvrsn=13430292_0D5340000.do
. ManufacturersseekingevaluationofproductsforinclusionontheQPLmust submit an application in accordance with Section 6, independently certified test reports, . 534-7 Test Wall. Erectatestwallsectionnotlessthan50feet[15.0m] in length before starting general wall construction at the project site. The Engineer will use the erection of the test wall, as necessary, at any time during the positioning of the test wall, in order to satisfactorily meet all Contract requirements. Build the test wall at a permanent wall location, as directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d5340000.do2fd32f81b4064598a884b624420a684b.pdf?sfvrsn=2a4283d9_0D5340000.do
. ManufacturersseekingevaluationofproductsforinclusionontheQPLmust submit an application in accordance with Section 6, independently certified test reports, . 534-7 Test Wall. Erectatestwallsectionnotlessthan50feet[15.0m] in length before starting general wall construction at the project site. The Engineer will use the erection of the test wall, as necessary, at any time during the positioning of the test wall, in order to satisfactorily meet all Contract requirements. Build the test wall at a permanent wall location, as directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d5340000.do.pdf?sfvrsn=555a9d45_0SS9310000
of test results meeting the specification limits of the ASTM or AASHTO designation for the particular size, grade and any additional requirements. Randomly taken test samples and certification of test values, representing each production LOT of reinforcing steel, shall be provided to the Engineer for each Contract prior to use. Randomly taken test samples shall be cut from bundled steel, including test results for thickness, dimension, grade, length, size, and spacing. Each certified mill
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9310000.pdf?sfvrsn=d7c9d9df_0pcshistory
Deduct. 9) D2 Scrap Scop/Local Government Projects = 104.10 miles tested 10) PCI Survey of Central Florida Tourism Oversight District (CFTOD) = 280 miles tested 11) PCS Field Work Started 1/22/2024, /Local Government Projects =201.76 miles tested 2) PCS Field Work Started 2/14/2023, Surveys by State Materials Office 1) FM 5-549 updated to include Daily Bounce. 2) Daily Bounce Test, a new rerun criteria for IRI based + or – 2 standard deviation points using a 4-year dataset and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pcs/pcshistory.pdf?sfvrsn=f9ff9f5_14600402.origind
the records of the material testing and certification processes and component/part identification, inspections and testing of materials or work that fail to meet Contract requirements for acceptance. The cost of such inspections and tests shall be borne by the Contractor, assembly during Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss, A490 for the handling, lubrication, installation, tightening and testing of ASTM A490 such bolts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4600402.origind.pdf?sfvrsn=67aa28f7_03460303.FHWA
temperature or temperature differential. Provide all analyses and test results requested by the Engineer, will make no compensation, either monetary or time, for the analyses orand tests or any impacts upon, temperature differentials or maximum allowable temperature has been exceeded, provide all analyses and test, no compensation, either monetary or time, for the analyses or tests or any impacts upon the project, or temperature differential. Provide all analyses and test results requested by the Engineer for any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3460303.fhwa.pdf?sfvrsn=ac77ed4b_07130000.FHWA
. Conduct field testing in accordance with FM 5-541.Take test readings representative, the paving operation. Conduct field testing in accordance with FM 5-541.Take test readings representative, random samples of the materials in accordance with the Department’s Sampling, Testing and Reporting, will take random samples of the materials in accordance with the Department’s Sampling, Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/7130000.fhwa.pdf?sfvrsn=bf174b74_0PDChapter9Redline(111912)
for a specified test, then a Resolution report must be accomplished. The tests results, will run asphalt content and gradation tests at the plant and density tests on the roadway. The contractor, , use the Resolution Technician’s results. The cost of the resolution testing, performed, The Verification Technician is responsible for entering the CQC Technician’s test results in the Composite Pay, or designee to verify that the test results entered by the Verification Technician are correct. All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/p-and-d/allhistory/chap9/pdchapter9redline(111912).pdf?sfvrsn=f6ed1cf3_0Ch9(Redline)(2008-8-28)
results do not compare for a specified test, then a Resolution report must be accomplished. The tests, -Contractor will run asphalt content and gradation tests at the plant and density tests, results, use the Resolution Technician’s results. The cost of the resolution testing, performed, The Verification Technician is responsible for entering the CQC Technician’s test results, of the Project Engineer or designee to verify that the test results entered by the Verification Technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/p-and-d/allhistory/chap9/ch9(redline)(2008-8-28).pdf?sfvrsn=9287b48_0005011eSP
anchorage system is crash tested to NCHRP Report 350 Test Level 3 criteria, is accepted by FHWA, the crash cushion system is crash tested to NCHRP Report 350 Test Level 3 criteria, is accepted, approvals will be contingent on FDOT’s evaluation of crash test performance results for consistency, on FDOT’s evaluation of crash test performance results for consistency with FDOT temporary barrier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jul04/man02/005011esp.pdf?sfvrsn=4bb9b3a7_0