8976 search results for test
9430100IndComm
have been hystostatically tested at the plant at the specifified pressure, does reference need, for this apparent relaxation in metal pipe joint performance in plant testing. At that meeting, both you, comments to the Department. Straight Alignment of Pipe Joint Hydrostatic Plant Test Per both, are to be hydrostatically tested with joints in straight alignment at the respective manufacturing facility. For RCP and FCP, the test requirements are per ASTM C443. For PVC, HDPE, and metal pipe, the test requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9430100indcomm.pdf?sfvrsn=351bee1_0Section34-051815 1-16
passed all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO, Control (QC) Program for the manufacture, testing, storage, and transportation of asphalt emulsion, and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/materials-manual/section34-051815-1-16.docx?sfvrsn=97829e56_19160000.origind
specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results, for Specification Compliance and appropriate action taken. The Quality Control testing and location where the test, by the supplier and tested for Quality Control testing in accordance with 916-1.3.2. A single one, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9160000.origind.pdf?sfvrsn=f8909244_03340302-724IMPL
334 SUPERPAVE ASPHALT CONCRETE. (REV 7-26-23) (FA 10-24-23) (FY 2024-25) SUBARTICLE 334-3.2.3.2 is deleted and the following substituted: 334-3.2.3.2 Fine Aggregate Angularity: When tested, aggregate angularity value less than 45.0 and greater than or equal to 42.0 is allowable provided testing parameters of AASHTO T 340-10 (2019) meet the following requirements: 1. Rutting tests, to Ndes shall be within the following range: 3.0 ≤ Va ≤ 4.8. 3. Rutting tests are performed at 64.0 C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3340302-724impl.pdf?sfvrsn=6b451d89_11250000.comm
density testing to one test every 1000 feet or two sections, passing QC tests within a run of pipe and 2. A verification test run per four consecutive passing QC, and tested in 12” lifts, it should be allowed any where. Again the testing will determine, of tests - how does one handle a project that is built in short segments? Specifically, consecutive distances before reduced testing is an option. My question to the Department is how many
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1250000.comm.pdf?sfvrsn=c315d6a2_0Section35V2-725cln
Laboratory Testing Submit Specification Compliance (SC) test results from the Supplier’s lab, two SC tests. Perform SC testing in accordance with Specification Section 916 . SC testing shall, of the Quality Control (QC) Program for the manufacture, testing, storage, and transportation of asphalt, for Road and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section35v2-725cln.pdf?sfvrsn=3a949b33_1Section3.5-051018_1-19WB
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, in detail below. 3.5.6.2 Laboratory Testing Submit Specification Compliance (SC) test results from, and Testing A new LOT will occur if the SC tests are no longer representative of the material, as to not exceed 35 calendar days between any two SC tests. Perform SC testing in accordance, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section3-5-051018_1-19wb.pdf?sfvrsn=917015bc_1Section3.5-051018_1-19WB
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, in detail below. 3.5.6.2 Laboratory Testing Submit Specification Compliance (SC) test results from, and Testing A new LOT will occur if the SC tests are no longer representative of the material, as to not exceed 35 calendar days between any two SC tests. Perform SC testing in accordance, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section3-5-051018_1-19wb.pdf?sfvrsn=4d59cebb_14300100-2.comm
at a minimum frequency of one test per soil type per source. FDOT Environmental Tests on Backfill, when the pH is greater than 9.0 only when tested. A frequency for this testing needs to be specified, language requires testing for every source: "Have the backfill material tested for every soil type, . The Engineer will perform verification tests for corrosiveness at a minimum frequency of one test, testing. The plans in this scenario would supersede the Specifications thereby rendering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/4300100-2.comm.pdf?sfvrsn=b95390fc_09160000.FHWA
asphalt product requires testing by FM 1-T 283 and the test results indicate it is not required, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, unless specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test, months from the date of issue. TheDepartment may sample and test pre-tested cut-back asphalt from, CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9160000.fhwa.pdf?sfvrsn=a8aba4f3_09380602.impl
. Report the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test will result in no bleed water (0.0 percent)., Test Procedure for Cement Grouts for Post-Tensioned Structures as outlined in Section 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9380602.impl.pdf?sfvrsn=1670ad87_0SS4160000
tension tests to prevent damage to the surrounding concrete. A restrained test is defined, additional field tests until no more test failures occur, or all anchors or dowels within the LOT, for testing, except if there are three or less in the LOT, test all anchors or dowels unless, also require testing of installed anchors and dowels for other applications. Test individual anchors, bonding material has cured. 416-6 Field Testing of Post-Installed Anchor Systems and Dowels. 416-6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss4160000.pdf?sfvrsn=82e6c998_0SS4160000
tension tests to prevent damage to the surrounding concrete. A restrained test is defined, additional field tests until no more test failures occur, or all anchors or dowels within the LOT, for testing, except if there are three or less in the LOT, test all anchors or dowels unless, also require testing of installed anchors and dowels for other applications. Test individual anchors, bonding material has cured. 416-6 Field Testing of Post-Installed Anchor Systems and Dowels. 416-6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4160000.pdf?sfvrsn=c0218b48_0SP4530405
epoxies) prior to testing. Forslow-setepoxy,anadditional test specimen shall be made and tested, Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, ) of the mixed epox g stress (contact stren divided by the area of the slan g. r test shall have, aressivestrengthofatleast4,500psiat28dayswhentestedtoASTM C39. The slant- cylinder test procedure must, and maintained at the maximum temperature of the application range for the formulation tested. o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp4530405.pdf?sfvrsn=eae6a2ba_09160000.D01.fhwa
product 9160000.D01 All Jobs requires testing by FM 1-T 283 and the test results indicate it, . The Quality Control testing and location where the test will be done shall be identified in the suppliers, to Department projects, samples shall be obtained by the supplier and tested for Quality Control testing, the date of issue. TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers, % Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion: Saybolt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9160000.d01.fhwa.pdf?sfvrsn=383e49d8_0section6.2-032615
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, ), Part I Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida, , measurements, and necessary tests to substantiate materials and Pipe in conformity with the Contract, and tests and maintain an acceptable quality control program in compliance with the requirements, adequate inspection and testing during the production of Pipe for Department projects. In lieu
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section6-2-032615.pdf?sfvrsn=9a0fc838_1D4500041.do
], 4 x 8 inch [100 x 200 mm] test cylinders may be used for compressive strength tests of concrete. The use of 4 x 8 in [100 x 200 mm] test cylinders requires that the approved mix design contain compressive strength test data 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, and testing of concrete in accordance with the requirements of Section 346, except as modified herein
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4500041.dodcaf606267884c2ba73f1d14e700f021.pdf?sfvrsn=11e34612_0D4500041.do
], 4 x 8 inch [100 x 200 mm] test cylinders may be used for compressive strength tests of concrete. The use of 4 x 8 in [100 x 200 mm] test cylinders requires that the approved mix design contain compressive strength test data 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, and testing of concrete in accordance with the requirements of Section 346, except as modified herein
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4500041.do.pdf?sfvrsn=7f41e4ae_04500041SS
], 4 x 8 inch [100 x 200 mm] test cylinders may be used for compressive strength tests of concrete. The use of 4 x 8 in [100 x 200 mm] test cylinders requires that the approved mix design contain compressive strength test data 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, and testing of concrete in accordance with the requirements of Section 346, except as modified herein
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/4500041ss.pdf?sfvrsn=e436ace9_04500041SS
], 4 x 8 inch [100 x 200 mm] test cylinders may be used for compressive strength tests of concrete. The use of 4 x 8 in [100 x 200 mm] test cylinders requires that the approved mix design contain compressive strength test data 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, and testing of concrete in accordance with the requirements of Section 346, except as modified herein
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4500041ss.pdf?sfvrsn=d7759f8f_0