9199 search results for test
3460202.comm
, the Florida Test Method 5-578 or FM 5-578, is being replaced by AASHTO T 358. Should the reference to FM, , if the AASHTO method for testing concrete resistivity is preferred over the Florida Method, should, to understand why there would be proposed requirements for surface resistivity testing of ternary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/3460202.comm.pdf?sfvrsn=c377ebba_04520607.FHWA
Submit the results of the compression testing of one or more test cylinders for controlling the time, the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing will be included in the bid, the results of the compression testing of one or more test cylinders for controlling the time, the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4520607.fhwa.pdf?sfvrsn=3c179438_06530000.resp
since values in test reports submitted by manufacturers during product approval often include English, after installation." Would recommend adding an additional resource, standard, or testing procedure, testing in 611-4 and standard inspection guidelines. Requirement in 653 for this functional check
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/6530000.resp.pdf?sfvrsn=9b3da752_03300904.origind
of the State Materials Office to clarify requirements for straightedge testing. Please share this proposal, : 330-9.4.5.2 Straightedge Exceptions: Straightedge testing will not be required in the following areas, and time of straightedge testing a minimum of 48 hours before beginning testing. The Engineer will verify the straightedge testing by observing the QC straightedging operations. Address all deficiencies in excess of 3/16 inch in accordance with 330-9.5. For laser acceptance, if straightedge testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3300904.origind.pdf?sfvrsn=a6a8665b_06600000.FHWA
of application and when cured as tested for tack free time using ASTM C679 at 77°F. Ensure l o o p s, a l l e d i n a 3 / 8 i n c h b y 3 i n c h s a w c u t , c u r e d for 2 weeks at 77°F as tested, curing when installed in a 3/8 inch by 3 inch saw cut, cured for 2 weeks at 77°F as tested, as tested for durometer hardness using ASTM D2240 Shore A for 24 hours. Ensure l o o p s e a l a n t, brittle with age or temperature extremes as tested for weight loss, cracking, and chalking using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/6600000.fhwa.pdf?sfvrsn=d1c471f3_04160601RESPON
the chart below to clarify the desired intent to all parties: Required Number of Anchor/Dowel Field Tests, : The draft has been revised to clarify how many tests per LOT are required, does not mention if the results are reported as the average of all the tests within the Lot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4160601respon.pdf?sfvrsn=900dcbb8_0GL-06
is bladed to a cross section parallel to the finished base. [Spec. 200-6] 12. Density tests for the lower, and Testing at the minimum frequency required. [Spec. 200-7] 18. Irregularities greater than 1/4 inch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-06.pdf?sfvrsn=86503fe6_02900000.comm
segments. In changing the Lots to consecutive feet and increasing the distance/total number of tests, distances before reduced testing is an option. My question to the Department is how many projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2900000.comm.pdf?sfvrsn=5ac64c16_06600201-724FHWA
and the following substituted: 660-4.1.2 Field Acceptance Testing: Verify presence detection accuracy, . For site acceptance tests, collect samples and ground truth data for each site for a minimum of five, acceptance tests in the presence of the Engineer. 6600201 SUBARTICLE 660-4.3.2 is deleted, , and testing of all materials and equipment, and for all tools, labor, equipment, hardware, operational, is deleted and the following substituted: 660-4.1.2 Field Acceptance Testing: Verify presence detection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6600201-724fhwa.pdf?sfvrsn=ded73c_15270000.origind
to meet ASTM fade- resistance testing from the spec. Information source: Dean Perkins or Karen Byram Background data: Thefade-resistance test requirement has been difficult to quantify among, . ThischangewasproposedbyDeanPerkinsoftheStructuresDesignOffice to remove requirement for the UV resistance test, Detectable Warnings that meet the following minimum material property requirements when tested, No. 304 of the Design Standards. Submit Applications that include certified test reports from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/5270000.origind.pdf?sfvrsn=d2c3804e_09370000.impl
include certified test reports from an independent testing laboratory which shows the material, Performance Requirements (FM 5-568): When tested in accordance with FM 5-568, the adhesive bonding, Tension Test shall not be less than 1,826 psi. 937-4.3 Product Identification (Fingerprint, after setting operation is complete. 937-5.2 Minimum Performance Requirements: Test undercut anchor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9370000.impl.pdf?sfvrsn=7f24cead_0D4500000.do
the deficiencies found as a result of the inspection and testing. Keep certified test reports, may be used for compressive strength tests of concrete. The use of 4 x 8-in [100 x 200 mm] test, 12 inch [150 x 300 mm] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing. Obtainthesame, including the verification and Independent Assurance inspection and testing are performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4500000.do1a1cf1a0c3fd4b7485cfe1d6c66789b9.pdf?sfvrsn=2d0d1663_0D4500000.do
the deficiencies found as a result of the inspection and testing. Keep certified test reports, may be used for compressive strength tests of concrete. The use of 4 x 8-in [100 x 200 mm] test, 12 inch [150 x 300 mm] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing. Obtainthesame, including the verification and Independent Assurance inspection and testing are performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4500000.do.pdf?sfvrsn=b200620a_0D4500000.do
the deficiencies found as a result of the inspection and testing. Keep certified test reports, may be used for compressive strength tests of concrete. The use of 4 x 8-in [100 x 200 mm] test, 12 inch [150 x 300 mm] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing. Obtainthesame, including the verification and Independent Assurance inspection and testing are performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4500000.dob820a9b4cc18416a803f4c7d9d43bfbb.pdf?sfvrsn=6004755e_0D4500000.do
the deficiencies found as a result of the inspection and testing. Keep certified test reports, may be used for compressive strength tests of concrete. The use of 4 x 8-in [100 x 200 mm] test, 12 inch [150 x 300 mm] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing. Obtainthesame, including the verification and Independent Assurance inspection and testing are performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4500000.do.pdf?sfvrsn=c9a6feab_0D4500000
and testing. Keep certified test reports for all materials incorporated into the production of precast, for both 6 x 12 inch [150 x 300 mm] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing, verification tests. The sampling for verification testing will be performed by the Department, inspection and testing, are performed by the Engineer to ensure that the quality and acceptability
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4500000.pdf?sfvrsn=6c6b46a3_02017_Optimized Mobile Retroreflectivity Unit Data Processing Algorithms
a test allows the operator to identify erroneous or unexpected data early in the testing and saves, of the sun and the MRU, was tested by first testing the MRU in a stationary condition for 15 minutes, developed, tested, and optimized as part of the ongoing effort to mitigate on-road inputs and raise MRU, testing was completed to help identify the root causes of loss in data repeatability. Part of the on-road testing included a repeatability study that showed improved data repeatability over
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2017_optimized-mobile-retroreflectivity-unit-data-processing-algorithms.pdf?sfvrsn=c5191ba1_1CM-102-02 Portable Changeable Message Sign
Inspection TERL Test Cases (Steps): PCMS002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, provide comments in this field. Physical Inspection and Functional Inspection TERL Test Cases (Steps, location of requested information in submittal. TERL Test Cases (Steps): PCMS001 (Step 1), PCMS003, Test Cases (Steps): PCMS001 (Step 2) FORMTEXT FORMTEXT Init.: FORMTEXT 6 MUTCD, Test Cases (Steps): PCMS001 (Step 3), PCMS003 (Step 2, 3) FORMTEXT FORMTEXT Init
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properties, sampling, test methods, inspection, and certification related to galvanizing regardless, be based on manufacturer’s certified mill analysis of test results meeting the specification limits of the ASTM or AASHTO designation as stated above. Certification of these test values, representing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9670001imp.pdf?sfvrsn=9192395d_04620101.comm
4620101 Post Tensioning COMMENTS FROM INTERNAL/INDUSTRY REVIEW ****************************************************************************** Dan L. Hurtado, P.E. 414-4155 dan.hurtado@dot.state.fl.us Comment: (6-28-10) 462-2 Certification of Post-Tensioning Systems: The sentence, “Test, approval” is confusing. Are we are telling the contractor to test the reinforcing and then include, edits by me but otherwise it looks good. Test and include typical local zone reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4620101.comm.pdf?sfvrsn=be285fde_0