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Section3.5-051018_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_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_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_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_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_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.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/specifications/by-year/2006/january-2006/workbook/4500041ss.pdf?sfvrsn=1e0a5a3f_02024_Field and Laboratory Investigation on Superpave 9.5 mm (SP-9.5) Mixtures in Florida_TRB
tests, Circular Track Meter (CTM) and Dynamic Friction Tester (DFT) showed that the SP 9.5 9, field testing including HVS rutting and surface characteristic 32 tests. Supplementary lab testing, 7 8 9 Figure 3. Cross-Section of the Test Sections 10 11 Accelerated Pavement Testing (APT) 12, the HVS loading area. Each test 17 location was tested three times to get an average MPD value. 18, numbers obtained at the standard test speed of 40 mph using the locked-wheel tester with a ribbed tire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/researchreports/pavement/2024_field-and-laboratory-investigation-on-superpave-9-5-mm-(sp-9-5)-mixtures-in-florida_trb.pdf?sfvrsn=4d4862cf_11450000.FHWA
material tested for every soil type for pH by a Department approved independent testing laboratory prior, testing in accordance with FM 1-T238. Determine the in-place moisture content for each density test. Use, resolution testing. The material will be sampled and tested in accordance with AASHTO T27 and FM 1-T011, by the SMO will perform resolution testing. The material will be sampled and tested in accordance, resolution testing. If the resolution test result satisfies the required criteria, material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/1450000.fhwa.pdf?sfvrsn=d8d86c79_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_0SS9290200
) is expanded by the following: 929-2 Fly Ash. 929-2.1 General: Sampling and testing of fly ash shall, is used in concrete, the test results shall verify improved or comparable strength, sulfate resistance, C-618 Class F fly ash concrete. The strength and durability tests of concrete shall be performed, to the strength and the durability properties of ASTM C-618 Class F fly ash concrete. The tests, Class C fly ash is used in concrete, the test results shall verify improved sulfate resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9290200.pdf?sfvrsn=ad18fb4b_0SS9290200
) is expanded by the following: 929-2 Fly Ash. 929-2.1 General: Sampling and testing of fly ash shall, is used in concrete, the test results shall verify improved or comparable strength, sulfate resistance, C-618 Class F fly ash concrete. The strength and durability tests of concrete shall be performed, to the strength and the durability properties of ASTM C-618 Class F fly ash concrete. The tests, Class C fly ash is used in concrete, the test results shall verify improved sulfate resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9290200.pdf?sfvrsn=d996f66c_0SS9290200
) is expanded by the following: 929-2 Fly Ash. 929-2.1 General: Sampling and testing of fly ash shall, is used in concrete, the test results shall verify improved or comparable strength, sulfate resistance, C-618 Class F fly ash concrete. The strength and durability tests of concrete shall be performed, to the strength and the durability properties of ASTM C-618 Class F fly ash concrete. The tests, Class C fly ash is used in concrete, the test results shall verify improved sulfate resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9290200.pdf?sfvrsn=62eca395_09380000comm
938-4.2.2 Laboratory Testing: "Five Star Products strongly recommends that preparing test specimens, a modified inclined-tube test or Test ID B should specify testing differentiated from Test ID O, Tube Test.” Test ID B Test Value. Our testing with hardened Sika300PT and Euco PTX grout supports, , and any requirement to do otherwise should not be part of the test protocol. As a material manufacturer we develop and test our products following the water addition requirements and mixing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9380000comm.pdf?sfvrsn=aa85e3c3_24620000.FHWA
to be tested by “Theoretical Elongation Verification” may be installed for test; and, (2, tests for “Tendon Modulus of Elasticity” and/or “In-Place FrictionIn Place Wobble and Friction Test, , is not permitted. Inclusion of all possible subcomponents is required for PT System and component testing, and component testing; however, subcomponents of approved systems may be eliminated from final, Prestressing Steel: (a) Furnish samples per Section 933 for testing as described herein from each
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) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing, signs. N= Total number of test vehicle runs. For other road segments, perform true positive testing in accordance with the approved FAT. 660-4.4.2 False Positive Testing: Conduct this test, and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each
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