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1250009SSFHWA
and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard Proctor Maximum, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineerwillcompare the Resolution test result with the Quality Control test, results if the results compare within 4.5 PCF [72 kg/m 3 ] of the Verification test result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan05/files/1250009ssfhwa.pdf?sfvrsn=4fc2f99d_03460000.comm
properties tests as soon as the test results are known. Perform slump tests on all trucks that arrive, sampling and testing or performing the verification tests. The Materials Manual does not limit, and verification “hold” cylinders are tested within seven days of the acceptance strength tests.” I’m not sure, to be tested outside of the 42 days. The allowance to test cores outside of the specified timeframe, temperature of the slump loss test. This could dictate several slump loss tests to complete a single day
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3460000-comm.pdf?sfvrsn=9065da8d_4CR-07A (18-19) (Clean)
testing in accordance with the requirements specified in 334- 5.5.1 and the same sample verification testing as specified in 334-5.5.2 in order to determine the validity of the Contractor’s QC test, by the failing test result shall be evaluated in accordance with 334-5.9.5. If two consecutive QC tests, Technician is aware of and enforcing the requirements that when an individual QC test result of a sublot, resolved and the material represented by the failing test result shall be evaluated in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/cr-07a-(18-19)-(clean).pdf?sfvrsn=5e46fada_01250816.fhwa
of one LOT. Perform five QC tests at random locations within the test section. All five tests must, of 125-9.2 or when the QC tests cannot be verified, construct a new test section. The Contractor may, section of the length of one LOT. Perform five QC tests at random locations within the test, test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test, Envelope if he can demonstrate with a successful test section that density can be achieved. Notify
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of one LOT. Perform five QC tests at random locations within the test section. All five tests must, of 125-9.2 or when the QC tests cannot be verified, construct a new test section. The Contractor may, section of the length of one LOT. Perform five QC tests at random locations within the test, test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test, Envelope if he can demonstrate with a successful test section that density can be achieved. Notify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1250816.fhwa.pdf?sfvrsn=50d02a69_01600100FHWA
by the SMO will perform Resolution testing. If the Resolution test results satisfy the required, Testing: Perform soil classification tests on the sample collected in 160-4.2.1.2, in accordance, ). The following testing requirements must be met. Table 160-3 Test Method Criteria AASHTO M145 Soil, Resolution testing on the additional sample. The material will be sampled and tested in accordance, Classification and Organic Content Testing: Perform soil classification tests on the sample collected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/1600100fhwa.pdf?sfvrsn=4a3c6a5f_13501600.comm
test cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 39, . joshua.carter@gbfinc.net (863)284-1090 Comments: If cylinders are to be tested rather than beams, shouldn’t, Bowles tom.b@russellengineering.com Comments: I do not know the content of the ASTM Test procedure, at an earlier time provided that representative test beams cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 7839, indicate a flexural COMPRESSIVE strength of at least 550
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/3501600.comm.pdf?sfvrsn=127dd046_01050404-MM84VII.resp
dmoody@seminoleprecast.com Comments: (4-27-17) My concerns are with the addition of three new tests to every lot, . By adding these test we are taking away valuable time that could be used pouring. I also have concerns with having to buy new testing equipment for the field that is normally used only in the lab, and is a process that is not currently taught in the ACI Concrete Field Technician Test. I have concerns about having an ACI certified tech performing tests that are not covered in the training. I believe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1050404-mm84vii.resp.pdf?sfvrsn=a8197ca2_04600604-724FHWA
shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25, shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25, ultrasonic testing (UT) or radiographic testing (RT) on full penetration groovecomplete joint, . If discontinuities are found in the joint, the remainder of the joint shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all fillet or partial penetration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4600604-724fhwa.pdf?sfvrsn=e9e8acb_14551604-723impl
tests and other testing, or observes problems during drilled shaft construction, core the shaft, to satisfactorily perform the testing. When a shaft contains four tubes, test every possible tube, based on the CSL test and other testing, core the shaft to allow further evaluation and repair, is deleted and the following substituted: 455-16.4 Nondestructive Integrity Testing Access Tubes, top of shaft to allow thermal integrity testing for drilled shafts (TITDS) and cross-hole sonic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/4551604-723impl.pdf?sfvrsn=42689d34_14551604-723origind
on the TITDS tests and other testing, or observes problems during drilled shaft construction, core the shaft, Specialty Engineer to satisfactorily perform the testing. When a shaft contains four tubes, test every, tube pair tested with any defect zones identified on the logs and discussed in the test report, a drilled shaft is unacceptable based on the CSL test and other testing, core the shaft to allow, : 455-16.4 Nondestructive Integrity Testing Access Tubes: Install access tubes full length in all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/4551604-723origind.pdf?sfvrsn=87196184_19160000.FHWA
be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing, be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results, , in addition to the above, producers shall include a report of test results from an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test, Evaluation Section. Any marked variation from the original test values for a material below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9160000.fhwa.pdf?sfvrsn=f230dc49_0Section92V2-723
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, psi. The strength test data represents either a group of at least 30 consecutive tests, at least 48 hours before performing such tests. Perform slumpslump/slump flow loss testing of the drilled, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section92v2-723.pdf?sfvrsn=1f3da414_19930202.impl
Performance: Posts shall be tested and evaluated according to the National Testing Product Evaluation, . The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E 313. The daylight 45 degree, 0 degree luminous directional reflectance shall be a minimum of 70 when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9930202.impl.pdf?sfvrsn=de45ea14_09920012SS
connectors shall be fault tested by applying a test current of .l,000 amperes, 60 HZ, for a minimum, of -40 to 190ºF [-40 to 85ºC]. Hardness of the molded rubber shall be 65 durometer. 992-12.2.1 Testing, and the protective ground conductor. When tested at the rated operating voltage, the leakage current, current measured between the primary conductors and the foil wrap. When tested at the rated operating voltage, the leakage current shall not exceed 0.5 mA. Flame Retardant Test - Flammability
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9920012ss.pdf?sfvrsn=6f896469_09920012SP
. FaultTest-Themated connectors shall be fault tested by applying a test current of .l,000 amperes, 60 HZ, . 992-12.2.1 Testing and Performance Criteria: The system shall pass the following performance criteria, conductors and the protective ground conductor. When tested at the rated operating voltage, and the leakage current measured between the primary conductors and the foil wrap. When tested at the rated operating voltage, the leakage current shall not exceed 0.5 mA. Flame Retardant Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/9920012sp.pdf?sfvrsn=9b344409_09920012SS
connectors shall be fault tested by applying a test current of .l,000 amperes, 60 HZ, for a minimum, of -40 to 190ºF [-40 to 85ºC]. Hardness of the molded rubber shall be 65 durometer. 992-12.2.1 Testing, and the protective ground conductor. When tested at the rated operating voltage, the leakage current, current measured between the primary conductors and the foil wrap. When tested at the rated operating voltage, the leakage current shall not exceed 0.5 mA. Flame Retardant Test - Flammability
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9920012ss8b9ed7b827ff4591a08bcd4d914f114d.pdf?sfvrsn=cb0570f2_09160201.impl
/URLinSpecs/Section35V2.shtm. 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported, test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12) shall, . 2.AnadditionalhightemperaturegradeofPG67isaddedforwhichthehightest temperature at 10 rad/sec for the DSR test (AASHTO T 315-12) shall be 67ºC, a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/9160201.impl.pdf?sfvrsn=69bff517_0SS6110000
results from the other tests listed in 611-4. Forty-Eight Hour Test for Traffic Signal installations, , the Engineer will require the satisfactory completion of all field tests of completed installations, satisfactory completion of all field tests of completed installations in accordance with the requirements, otherwise in writing by the Engineer. 611-4 Field Tests of Installations. Perform the following tests, to accept maintenance responsibility. Continuity: Test each signal head circuit, pedestrian detector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss6110000.pdf?sfvrsn=8da9c926_0SS6110000
results from the other tests listed in 611-4. Forty-Eight Hour Test for Traffic Signal installations, , the Engineer will require the satisfactory completion of all field tests of completed, satisfactory completion of all field tests of completed installations in accordance with the requirements, otherwise in writing by the Engineer. 611-4 Field Tests of Installations. Perform the following tests, to accept maintenance responsibility. Continuity: Test each signal head circuit, pedestrian detector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss6110000.pdf?sfvrsn=41c7b75a_0