9274 search results for test
Chapter11s7Redline
Technician’s test results and the Department’s VT’s test results do not compare for a specified test, the QC test results are not verified. Therefore, Resolution Tests (RT) for all sublots in the LOT, of resolution tests and costs. See Attachment 11-7-2, for an example of Resolution Testing Costs, is ‘Coarse Aggregate Gradation Resolution Test for Lot 6’. The cost of the Resolution Testing, test results. If the RT results compare to the QC test results, accept and pay on QC Test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s7redline.pdf?sfvrsn=3c8d8f49_5SS9240207
for calcium nitrite concrete tested in accordance with ASTM G109: Maximum Allowable Test Results, and other metallic components. The calcium nitrite supplier shall submit to the Engineer test certificates from an independent laboratory indicating compliance with this Specification. The test certificate shall include corrosion inhibiting properties per ASTM G109 and results of physical tests included, , new test certificates shall be submitted. The Engineer will determine specification compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/ss9240207.pdf?sfvrsn=44aa8a2b_09750204.impl
flat test panels prepared in accordance with AASHTO R31. Outdoor exposure testing, . Laboratory Testing - Non-Sacrificial Property Test M e t h o d Requirement Graffiti Resistance, . Laboratory Testing - Non-Sacrificial Property Test M e t h o d Requirement Outdoor Exposure Testing, . Laboratory Testing - Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing, No melting or disbondment Outdoor Exposure Testing - Sacrificial Property Test M e t h o d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9750204.impl.pdf?sfvrsn=8f4b8c67_0SS9750204
: For laboratory testing, use flat test panels prepared in accordance with AASHTO R31. Outdoor exposure testing will be performed by the Department. Submit four, 4 inch by 8 inch fiber cement test panels, in accordance with ASTM G . Laboratory Testing - Non-Sacrificial Property Test Method Requirement Graffiti, or adhesion loss. Laboratory Testing - Non-Sacrificial Property Test Method Requirement Outdoor Exposure Testing – Non-Sacrificial Property Test Method Requirement Graffiti Resistance (water cleanable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss9750204.pdf?sfvrsn=5d5e8cd9_0Section93V2-723cln
test method at least weekly. Verify that the moisture testing scale has been calibrated annually, for approval. The strength test data shall represent either a group of at least 30 consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test data from, Material Components Sampling and Testing Material and Required Tests Minimum Sampling Frequency, B – Quality Assurance Procedures for Construction American Society for Testing and Materials (ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section93v2-723cln.pdf?sfvrsn=8441a245_2Section93V2-723cln
for approval. The strength test data shall represent either a group of at least 30 consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test data from the trial, Components Sampling and Testing Material and Required Tests Minimum Sampling Frequency for Each, – Quality Assurance Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section93v2-723clnc9636a5540324771a7a8df85a5c55dd1.pdf?sfvrsn=56512df5_23460902.comments_responses
project need to be an FDOT project, or can the test results come from any project with testing, …”? Strength tests as stated in the first paragraph. No changes needed. b. Are the test results to be from, needed. b. Are the test results to be from concrete cast in the last 60 days, or just tested? Either, and testing certification requirements would make the quality of that data questionable. Question, for testing samples. Thank you, Monica Gourdine Program Operations Engineer Federal Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902.comments_responses.pdf?sfvrsn=477f9f83_03460902SL.comments_responses
by “the last tests…”? Strength tests as stated in the first paragraph. No changes needed. b. Are the test, tested? Either, but it would typically be cast. We only test concrete that the contractor has made, quality assurance and testing certification requirements would make the quality of that data, about criteria for testing samples. Thank you, Monica Gourdine Program Operations Engineer Federal, the verification testing frequency? Typical project communication. Special requirements are not needed. No changes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902sl.comments_responses.pdf?sfvrsn=1a301c12_01250009SSFHWA
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_41250816.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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1250816.fhwab99e02c2eec144ff949f81d56ee73874.pdf?sfvrsn=bce75241_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1250816.fhwa.pdf?sfvrsn=50d02a69_0CR-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_03501600.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_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_11050404-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_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_04551604-723origind
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_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_1