9185 search results for test
4510700.FHWA
Testing and Stressing. 451-7.1 General: Test each prestressed soil anchor. The Engineer, discretion, may increase or decrease the number of tests. . Perform creep testing and performance, for each test. Submit the test results to the Engineer on a weekly basis within one week of testing, prior to testing. For the maximum test load, do not exceed 90% of the minimum yield strength, to resuming testing. Perform additional performance tests, at no expense to the Department
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of tests per LOT. One set of tests is defined as a density test for the fill within 3 feet behind, Verification tests for corrosiveness at a minimum frequency of one test per soil type. 548-9.6, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, testing. The material will be sampled and tested in accordance with FM 5-550, FM 5-551, FM 5-552
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/5480500.fhwa.pdf?sfvrsn=f7800a36_0Section121-102714
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania, , and Part II Tests, Washington, D.C. Field Sampling and Testing Manual, Florida Department, . Testing frequency shall be based on historical test results and may be decreased over time, 12.1.4SCOPE Thisprocedureisused by composite producers to perform the required inspections and testing, to the inspections, measurements and necessary tests to substantiate that materials and composites
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strength tests. Core strength test results obtained from the structure will be accepted by both, slump loss tests results demonstrating that the drilled shaft concrete maintains a slump, . Obtainslump loss test results from an approved laboratory or from a field demonstration. Slump loss test results for drilled shafts requiring 30 cubic yards of concrete or less and a maximum elapsed time of five hours or less may be done in a laboratory. Obtain all other slump loss test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3460302.fhwa.pdf?sfvrsn=64c6e1b_03460000FHWA
strength tests. Record the ambient air temperature during the test. Ensure that the concrete, tests on the samples taken at 15 minute intervals from each batch. Continue sampling and testing until, tests on the core samples or test cylinders. Submittheresultsofthelaboratorytrialbatchtestsandfield, tested per AASHTO T 277. Submit 2, 4 x 8 inch [100 x 200 mm] cylindrical test specimens to the Engineer for permeability testing before mix design approval. Submit the test specimens within 7 days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/3460000fhwa.pdf?sfvrsn=7a554076_0PaceB
termination, and the impacts of delay, extra work and inefficiencies. He has testified
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to asphalt rubber binders, added new tests for binder testing, and other miscellaneous changes. Summary, Recovery tests for all modified binders. 4. Added Separation test for rubber modified binder. 5. Added, . In the event that testing equipment goes out of service, the Supplier may elect to test, and tested for QC testing in accordance with 916-1.3.2. A single, 1-quart representative sample of each PG, EMULSIONS Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests on Emulsion: Saybolt
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) Tendon to be tested by “Theoretical Elongation Verification” may be installed for test; and, (2, testing; however, subcomponents of approved systems may be eliminated from final installations based, and component testing; however, subcomponents of approved systems may be eliminated from final, Section 933 for testing as described herein from each manufacturer of prestressing strand and bar, prestressing strand or bar sample furnished for testing. (cb) The Engineer will collect sample
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specification and ASTM C 31-76 allows the of 4 x 8 or 6 x 12 test cylinders for compressive strength tests, states that for acceptance testing for specified compressive strength, test cylinders shall be 6, is in section 346-3, item (d) for submitting cylindrical test specimens for permeability testing, allows the of 4 x 8 or 6 x 12 test cylinders for compressive strength tests. Therefore, the note has, not allow the use of 3 x 6 test cylinders for compressive strength testing of concrete. Action
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with no further testing. Petroleum coke, bark ash, or Class C coalfly ash may be used if the concrete test, be performed on each concrete mix, as appropriate. Table 929-1 Concrete/Mortar Testing Requirements Test, months of testing.Upon completion of the 6- month concrete and mortar testing, the SCM Producer may, ). 3.The results of all testing listed under Test Methods section of ASTM C989. 4.Indicate the amount, on each concrete mix, as appropriate. Table 929-1 Concrete/Mortar Testing Requirements Test
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design to be tested. Record and certify test results for correction factors for each type, substituted: 346-9 Acceptance Sampling and Testing. 346-9.1 General: Perform plastic properties tests, the QC testing laboratory input the compressive strength test results into the Department’s Materials, . When the QC testing laboratory cannot input the compressive strength test results into MAC within, of testing the cylinder and provide the VT testing laboratory the compressive strength test results
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by the State Materials Office will perform Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D. TheEngineerwillcompare the Resolution Test results with the Quality Control test results. If the Resolution Test result is within 4.5 PCF [72 kg/m 3 ] of the corresponding Quality Control test result, the Engineer will use the Quality Control test, will verify the Quality Control results of the 16 consecutive LOTs if the Verification test result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2000741.do.pdf?sfvrsn=3f341ebb_09260000
the epoxy mortar and cured for three days prior to testing. The cubes shall be tested in direct, . Property TestValue TestMethod Compressive Strength Cubes 7 day Cure @ 77°F (25°C) > 10,000 psi (68.9, with the specific directions of the manufacturer. 926-3.2 Performance Tests: (a) For Epoxy Bonding Compounds: The performance test, upon which the acceptance of epoxy bonding compounds is based, is described below. Test specimens shall be cured at a temperature of 73 ± 3°F [23 ± 2°C]. The epoxy compounds shall
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by the following standard ASTM test methods. Property TestValue TestMethod Compressive Strength Cubes, . The cubes shall be tested in direct compression. The average compressive strength of the three test, in field tests. If, during a one year period, more than 2% of the markers in a test site are displaced, applied in accordance with the specific directions of the manufacturer. 926-3.2 Performance Tests: (a) For Epoxy Bonding Compounds: The performance test, upon which the acceptance of epoxy bonding
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Userid: rt820tm Problem statement: The 4 x 8-in test cylinders for compressive strength tests, does not exceed 1 inch, 4 x 8 inch test cylinders may be used for compressive strength tests, compressive strength test data for both 6 x 12 inch and 4 x 8 inch test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing., Subject: MaterialAcceptanceand Testing – Concrete Origination date: 3-26-2007 Originator: Tom M a l e
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Materials Office will perform Resolution testing. The material will be sampled and tested, the remaining Verification split sample for testing. Verification Test results will be used for material, sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name
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will collect the remaining Verification split samples for testing. Verification Test results, compliance with the bearing value requirements by testing in accordance with FM 5-515. Take, additional tests for bearing value after the mixing of materials for the Stabilized Subbase. Compact, on tests performed on samples obtained after completing mixing operations: Specified Bearing Value, Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below
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will collect the remaining Verification split samples for testing. Verification Test results, compliance with the bearing value requirements by testing in accordance with FM 5-515. Take, additional tests for bearing value after the mixing of materials for the Stabilized Subbase. Compact, on tests performed on samples obtained after completing mixing operations: Specified Bearing Value, Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below
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will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test results, the remaining Verification split samples for testing. Verification Test results will be used, compliance with the bearing value requirements by testing in accordance with FM 5-515. Take
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss1600000.pdf?sfvrsn=b64218ee_0SS1600000
will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test results, the remaining Verification split samples for testing. Verification Test results will be used, compliance with the bearing value requirements by testing in accordance with FM 5-515. Take
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