8999 search results for test
SS9210100
% K 2 O), may be used with no further testing. When tests performed in accordance with ASTM C-33
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9210100.pdf?sfvrsn=3b348909_09210100.impl
with no further testing. When tests performed in accordance with ASTM C-33 X1.3 on coarse and fine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9210100.impl.pdf?sfvrsn=4164776e_05270100-122comm
7-1-21) In looking at the proposed revisions I do not see any material/testing requirements, there had been discussions of requiring some of these tests, but we haven't met or had communication
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/5270100-122comm.pdf?sfvrsn=c05d7dc0_2SS9210100
% K 2 O), may be used with no further testing. When tests performed in accordance with ASTM C-33
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9210100.pdf?sfvrsn=825f3b62_09320102Origin
test method D5329. There is no actual change in requirements or testing. This only brings the Spec up, by ASTM as of 2002. This leaves the State without limits and test methods for the QPL materials, Background data: Incorporate the original ASTM limits into the Spec and reference the new ASTM test method D5329. There is no actual change in requirements or testing. This only brings the Spec up, of their products in accordance with Florida Test Methods FM 5-532 or FM 5-533 The joint sealant shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9320102origin.pdf?sfvrsn=9ca8dd4_06950000-724IMPL
and associated mounting hardware. 695-9.2 Testing Requirements: Solar panels must be tested by setting, with the existing and new equipment. Remove and replace any new equipment that fails the operational test, beneath the sensor. 695-3.2.2 Test Requirements: Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor’s condition using an Inductive Capacitance Resistance meter. Replace any sensors that fail the pre-installation test. Record all test results by lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/6950000-724impl.pdf?sfvrsn=85ba5c53_14551206-722impl
in the Plans, and including wales, anchor bars, dead men, soil anchors, proof tests, performance tests, creep tests, and other incidental items when an anchored wall system is required. Removal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4551206-722impl.pdf?sfvrsn=1bf0fc17_2DRB__ChoctawBayBridge
to push the test pile permit application non-formal (Section 7) based on the fact that the Department, assumed no link between the test pile permit process and the dredge and fill permit processes. The new requirement by the Department to perform noise monitoring during the test pile process, linked, in their position papers, by their testimony at the DRB Hearing, and the DRB’s analysis
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be tested according to ASTM D 5329. Manufacturers or distributors seeking approval of their material, in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants, perpendicular to the side of the sealant showing the defect. At least two test samples in a group, of the sealant showing the defect. At least two test samples in a group of three representing a given sample, be used if required by the manufacturer. When a manufacturer’s product is tested and approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9320000.impl.pdf?sfvrsn=bf227b13_0SS9320000
be tested according to ASTM D 5329. Manufacturers or distributors seeking approval of their material, in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants, be measured perpendicular to the side of the sealant showing the defect. At least two test samples, to the side of the sealant showing the defect. At least two test samples in a group of three representing, to concrete shall be used if required by the manufacturer. When a manufacturer’s product is tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9320000.pdf?sfvrsn=22c6d63e_0120LAP.fhwa
tests at random locations within the test section. All five tests must meet the density required, on 5five passing density tests over the test section consisting of a lift of backfill from, with the specified test method listed in 120-9.3. 120-9.3 Density Testing Requirements: Compliance, Blazo in the State Materials Office to define acceptance testing as performed by the Local Agency, demonstrate with a successful test section that density can be achieved. Notify the Engineer prior
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Office to add language to record QC density test results into the Earthwork Records System section, and Reporting Test Results: Submit certifications prior to placement of materials. Report test results at completion of the test and meet the requirements of the applicable Specifications. 105-1.1.2 Databases: Obtain access to the Department’s databases prior to testing and material placement, and specified documentation and test results into the Department’s databases. 105-1.1.3 Worksheets: Make
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1050100-723fhwa.pdf?sfvrsn=fdf4ac11_21050100-723FHWA
Office to add language to record QC density test results into the Earthwork Records System section, and Reporting Test Results: Submit certifications prior to placement of materials. Report test results at completion of the test and meet the requirements of the applicable Specifications. 105-1.1.2 Databases: Obtain access to the Department’s databases prior to testing and material placement, and specified documentation and test results into the Department’s databases. 105-1.1.3 Worksheets: Make
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Gainesville, Florida 32609 September 23, 2024 Florida Method of Test for Determination Of Organic Content, except for the following provisions: 1. When testing Soil Layer Materials in accordance with Section 987, of approximately a half (1/2) pint into a container to be taken to the lab for testing. 1.2 In performing, that it passes the No. 10 sieve. 2. When testing other materials from the roadway for project, for the subsamples collected. If required, the remaining material may be combined for other testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t267.pdf?sfvrsn=37fe1079_3SS9320103
by the manufacturer. When a manufacturer’s product is tested and approved by the Department using, and the following substituted: 932-1.3.2 Physical Requirements: Silicone Sealant Type Test Method, Extrusion ASTM C1183, 20 ml/min 20 ml/min 20 ml/min 20 ml/min Silicone Sealant Type Test Method Type, ± ASTM D412 (Die C) 800% minimum 1400% minimum Silicone Sealant Type Test Method Type A Type B, of sealant. After cure of sealant, briquettes shall be tested in accordance with AASHTO T132
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss9320103.pdf?sfvrsn=ea8fd4a9_03200202.origind
determination. 2. Removed recovered viscosity testing by the Contractor for RAP stockpiles. 3, Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided in Table 320-1. QC tests used in the acceptance decision may be used to fulfill these requirements. Table 320-1 Asphalt Plant - Materials Testing Frequencies Material Property Minimum Testing Frequency Aggregate Gradation Once per 1,000 tons of incoming aggregate
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testing. The inclusion of any specific product on the APL, as specified in 6-1, indicates that the product has been given contingent approval, as evidenced by previous tests and apparent effectiveness under field conditions. Except as specified in Sections 346 and 347, no further testing, further testing. The inclusion of any specific product on the APL, as specified in 6-1, indicates that the product has been given contingent approval, as evidenced by previous tests and apparent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9240201.fhwa.pdf?sfvrsn=f9fcce68_0FAQ's (Frequently Asked Questions)
requirements related to product testing on a dept. test deck or other situation(s). The dept. may allow, /state testing facilities for some manufactures – can these be submitted as equivalent test results lieu, Materials Office for Sampling and testing materials. The test methods are somewhat unique, type and testing required. The main reason for delay is manufacturer's not submitting all, of Certification Approval Letter Department Name Logo and Mark of Conformity Many of the tests identified
https://www.fdot.gov/programmanagement/productevaluation/default.shtm/lists/quick-links/585d7a77-fc16-4caf-b795-24514e8a40edSS4100200
not be shipped to the project site. Reduce the frequency of absorption tests to one test every five LOTs, of Section 346, except as modified herein: Prepare, cure, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. Follow the alternative method of compaction, in accordance, vibrations. Expose shipping strength test cylinders to the same curing conditions as the precast concrete box sections. Perform all concrete quality control testing and inspections in accordance
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not be shipped to the project site. Reduce the frequency of absorption tests to one test every five LOTs, of Section 346, except as modified herein: Prepare, cure, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. Follow the alternative method of compaction, in accordance, vibrations. Expose shipping strength test cylinders to the same curing conditions as the precast concrete box sections. Perform all concrete quality control testing and inspections in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4100200.impl.pdf?sfvrsn=ae01b128_0