8976 search results for test
4500041SS
], 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_07150000.fhwa
tests on a minimum of two test cylinders, tested in accordance with Section 346. Fillthevoids, the footing concrete strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Fillthevoids around precast, finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation, or conduit run. Place markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7150000.fhwa37016ebeb8ec43a383e4190d20d2b800.pdf?sfvrsn=85cb61f8_07150000.FHWA
tests on a minimum of two test cylinders, tested in accordance with Section 346. Fillthevoids, the footing concrete strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Fillthevoids around precast, finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation, or conduit run. Place markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7150000.fhwa.pdf?sfvrsn=16762aa3_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/specifications/by-year/2012/january-2012/workbook/ss9290200.pdf?sfvrsn=62eca395_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_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_2KnappM
Marc J. Knapp 25281 Bunting Circle, Land O Lakes, Fl. 34839 Phone: 813-713-2395 E-mail: Ironhead74@juno.com President MK Construction Services Inc. MK Construction Services is a small company started by Mr. Knapp. Areas of expertise are Civil Engineering Construction and Inspection, Claims analysis, Expert Witness testimony, Constructability review, Construction Training under CTQP Quality Control Manager Training, Advanced Maintenance of Traffic Training, Stormwater and Erosion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/knappm.pdf?sfvrsn=e762a7bd_0Noteworthy-Practices-Working-Group-Agenda-01282020
of the proceedings is made which record includes testimony and evidence upon which appeal is to be based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2020/noteworthy-practices-working-group-agenda-01282020.pdf?sfvrsn=e8c349f2_1MPOAC-Noteworthy-Practices-AgendaFEB18
record includes testimony and evidence upon which appeal is to be based. The needs of hearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-noteworthy-practices-agendafeb18.pdf?sfvrsn=1989fff1_1MPOAC-Noteworthy-Practices-Agenda-June-07-2018_2
need to ensure that a verbatim record of the proceedings is made which record includes testimony
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-noteworthy-practices-agenda-june-07-2018_2.pdf?sfvrsn=de100988_16600202FHWA
) 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/6600202fhwa.pdf?sfvrsn=cbbc28e7_19160000.origind
testing and location where the test will be done shall be identified in the suppliers Quality Control, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank, in TrichlorethyleneTrichloroethylene minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-200 Minimum/Maximum Tests, Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77ºF minimum 45
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9160000.origind.pdf?sfvrsn=2109188e_09160000.FHWA
test result outside the specification limits will require immediate sampling and testing, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2. A single, settlement test. SPECIAL MS-EMULSION Test Conditions M i n i mum/Maximum Tests on Emulsion, from date of shipment. ASPHALT EMULSION PRIME (AEP) Test Conditions M i n i mum/Maximum Tests, will be waived. EMULSION PRIME (RS TYPE) Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9160000.fhwa.pdf?sfvrsn=887aec16_09230300-722impl
be tested before use and shall not exceed the limits of Table 923-2: Table 923-2 Chemical Test Test, and the following substituted: 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis shall be performed in accordance with the test methods listed in Tables 923-1 and 923-2 or equivalent, . The test method used shall be included in the concrete producer report. 923-3.2 Recycled and Reclaimed Water : Recycled and reclaimed water shall be tested before use and shall not exceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9230300-722impl.pdf?sfvrsn=7b2f612c_2D2000000.do
to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC density tests at random locations within the test section. At each test site, test the bottom 6 inches [150 mm] in addition to the entire course thickness. All QC tests and a Department, tests and notifying the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d2000000.do4320c72a4886437a943d67a6f01ca227.pdf?sfvrsn=6314e1f6_0D2000000.do
to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC density tests at random locations within the test section. At each test site, test the bottom 6 inches [150 mm] in addition to the entire course thickness. All QC tests and a Department, tests and notifying the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d2000000.do.pdf?sfvrsn=bcc950c1_01250008comm
Box I disagree with the position that structure-specific tests are not needed if the structure, the case. I believe the Department would be better served to require that QC tests be conducted, the structure. Although I understand that the use of randomly selected Verification tests should result, structures are tested separately from the pipe runs whether compacted in the "same" operation or not. 2, " in the second sentence of the proposed change? I believe the intent is to require that a QC test be taken
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1250008comm.pdf?sfvrsn=2d1c250b_04160000.impl2
for testing, except if there are three or less in the LOT, in which case, test all anchors or dowels, or dowel per LOT. For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, in the center of the drilled holes until the adhesive bonding material has cured. 416-6 Field Testing of Post-Installed Anchor Systems and Dowels. 416-6.1 General: Provide an independent testing agency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4160000.impl2.pdf?sfvrsn=8f91f3ab_09160000.origind
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, sample and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractors, Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests on Emulsion: Saybolt Furol, CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc. 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9160000.origind.pdf?sfvrsn=d47a682f_0