8976 search results for test
3461001.impl
is deemed to have low strength, obtain and test the cores and report the data to the Engineer within 14 days of the 28 day compressive strength tests. Core strength test results obtained from, )isdeletedandthefollowingsubstituted: 346-10.1General:When a concrete acceptance strength test result falls, represented by that acceptance strength test result at no additional expense to the Department. The Engineer may also require the Contractor to perform additional strength testing as necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3461001.impl.pdf?sfvrsn=6cabc449_01250801.resp
lift of pipe. The reason for the last lift of pipe to be tested (and not covered by reduced testing, : The intent was to require density testing for cross drains regardless of the pipe size within, 125-9.1.1 Reduced Testing: Last paragraph it state “Do not apply reduced testing frequency for the first lift of pipe and last LOT. Question: 1. Why you cannot do the last LOT in a Reduced Testing, the use of term “LOT”, and will change to read “Do not apply reduced testing frequency for the first
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1250801.resp.pdf?sfvrsn=1fea3085_0v1-section6.2 - clean
Tests: Core Samples, Test Cylinders, and Three- Edge Bearing Tests When the acceptability of Pipe is based on c ore or c ylinder tests, at a minimum frequency of once per quarter, sample and test, in the LOT. Note: In lieu of test cylinders, take core samples or observe three-edge bearing tests from, The verification inspector performs quarterly inspection and testing. Use the QC test results for acceptance, of the records, test procedures, and additional inspection, sampling and testing, the resolution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section6-2---clean.pdf?sfvrsn=c7632710_19240202.FHWA
table lists the corrosion inhibiting test result limits for calcium nitrite concrete tested, the corrosion inhibiting test result limits for calcium nitrite concrete tested in accordance with ASTM, i c a t i o n : M a n u f a c t u r e r s o f a d mixtures shall provide submit certified test, ) on a regular basis for applicable tests, with all deficiencies corrected for APL approval and upon, supplier shall furnish submit to the Engineer with test certificates from an independent laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9240202.fhwa.pdf?sfvrsn=3b4e3f84_04600604.impl
shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum o f 2 5, by the following. UnlessotherwiseshowninthePlans,perform ultrasonic testing (UT) or radiographic testing, of the welds on the members shall be tested. 460-6.4.2TubularBridgeorOverhead Sign Structures: Comply, : UnlessotherwiseshowninthePlans,perform ultrasonic testing (UT) or radiographic testing (RT) on full, or shear. If discontinuities are found in the joint, the remainder of the joint shall be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/4600604.impl.pdf?sfvrsn=213956d4_04600604-724IMPL
shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT) on complete 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, ). If discontinuities are found, the remainder of the welds on the members shall be tested. SUBARTICLE 460-6.4.2, in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT) on complete joint penetration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4600604-724impl.pdf?sfvrsn=9ae1dcd3_12830403FHWA
Office will perform Resolution testing. The material will be sampled and tested in accordance, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, requirements specified herein. 283-4.4 Density Tests: Meet the requirements of 200-7, Requirements: Meet the requirements of 120-10.1. 283-8.2 Quality Control Tests: 283-8.2.1 Maximum, test locations, including stations and offsets, using the Random Number generator approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/2830403fhwa.pdf?sfvrsn=a5de6f15_1CR 7A (17-18) (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/fy1718/cr-7a-(17-18)-(clean).pdf?sfvrsn=10ef121c_0SectionMM93V2
groups totaling 30 or more tests. The strength test data from the trial batch is required to meet, by the DMRE. For initial design changes, provide uniformity test data, based on ASTM C94 testing, for Construction Sections 334.044(2), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm93v2.pdf?sfvrsn=2122f41_4Section93V2
groups totaling 30 or more tests. The strength test data from the trial batch is required to meet, by the DMRE. For initial design changes, provide uniformity test data, based on ASTM C94 testing, for Construction Sections 334.044(2), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/section93v2.pdf?sfvrsn=9d06f86e_11200010SS
120 ACCEPTANCEPROGRAM–QUALITYCONTROLTESTS. (REV6-6-03)(FA8-1-03)(1-04) SUBARTICLE120-10.1.4.3(Page157)isdeletedandthefollowingsubstituted: 120-10.1.4.3SoilClassification:Perform soil classification tests on the sample collected in 120-10.1.4.1, in accordance with AASHTO T-88. Classify soils, requirements. Unless required by the Engineer, do not test or classify materials for subgrade or base, with the Verification or Independent Verification test, the Engineer will accept those LOTs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/1200010ss.pdf?sfvrsn=6d6823f0_0D1200010.do
120 ACCEPTANCEPROGRAM–QUALITYCONTROLTESTS. (REV6-6-03)(FA8-1-03)(1-04) SUBARTICLE120-10.1.4.3(Page157)isdeletedandthefollowingsubstituted: 120-10.1.4.3SoilClassification:Perform soil classification tests on the sample collected in 120-10.1.4.1, in accordance with AASHTO T-88. Classify soils, requirements. Unless required by the Engineer, do not test or classify materials for subgrade or base, with the Verification or Independent Verification test, the Engineer will accept those LOTs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d1200010.do5be15b4ef7504c72a275a38b70706d94.pdf?sfvrsn=11a4cabf_09930202.FHWA
be tested and evaluated according to the National Testing Product Evaluation Program (NTPEP) Project Work, 10 vehicle impacts when tested according to National Testing Product Evaluation Program (NTPEP, . 993-2.2.2 Color: The post shall be opaque white. The yellowness index shall not exceed 12 when tested, reflectance shall be a minimum of 70 when tested in accordance with ASTM E 1347. 993- 2.2.3, . The test on each post shall be completed within two minutes of removal from the oven. 993-2.2.5 Cold
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9930202.fhwa.pdf?sfvrsn=12ec9b5a_09320303.impl
testing of one of its straight portions, test specimens produced at the same time during the same, Material Requirements: Producers shall submit to the State Materials Office (SMO), a test report, and sizes of FRP reinforcing produced. Qualification testing shall be conducted by an independent laboratory approved by the Department for performing the FRP test methods. Three production LOTS, . The coefficient of variation (COV) for each test result shall be less than 6%. Outliers shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9320303.impl.pdf?sfvrsn=7a0be794_09210000-723FHWA
days, as applicable. j. The approved laboratory that performed all tests. An acceptable mill test, for Department work. 921-3.2 Sampling and Testing: An approved laboratory shall perform one QC test, tests. Acceptable test reports are available in the appendices of AASHTO M 85 for portland cement, Sampling and Testing: An approved laboratory shall perform one QC test per day. Test reports, Specification. The changes are proposed by Thomas Frank to change "Mill Test Report" to "Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9210000-723fhwa.pdf?sfvrsn=fe569b54_16330201-724IMPL
to the Engineer for approval prior to commencement of testing. Perform all tests at 1,310 and 1,550, is proof-tested by the fiber manufacturer at a minimum of 100 kilo pounds per square inch. Ensure, decibel at 1,550 nanometers when tested according to the requirements as detailed in the TIA-455-25D, . Ensure each reel has a minimum of 6 feet on each end of the cable available for testing. 4. Ensure, greater than 0.1 decibel per reel. 6. Submit the transmission loss test results as required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/6330201-724impl.pdf?sfvrsn=bddbb6db_1v1-section3.1-clean
(herein referred to as the Producer), testing laboratory. The IV test then represents a safeguard, the original sample has been reduced to the appropriate testing size. Test the samples, . The purpose of these tests is to verify that the Producer’s testing equipment is functioning properly, manner prior to testing. Test results should be compared based on the Between-Laboratory Precision, Construction 3-1-2 verification activities, which include sampling and testing; the monitoring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section3-1-clean.pdf?sfvrsn=f5d4a7b_2Quality Assurance Plan
, automated tests are written to test classes, methods, algorithms, and other sections of code that should be tested on a small scale. Tests are written in test cases that will traverse all code, Testing combines the smaller modules validated in the Unit Testing procedure and tests them, of the modules should receive sufficient testing. 5.2.1 New Tests With new developments and enhancements, of this process, new requirements are tested in an automated test, if possible, and a manual test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/projectmanagement/quality-assurance-plan.pdf?sfvrsn=64b6b579_12000502-724IMPL
. Construct a test section of the length of one full LOT. Perform two sets of QC density tests per source at random locations within the test section. Each set will include five density tests. One set, at the same location where the thick lift test was taken. All QC tests and a Department Verification, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert to the original
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/2000502-724impl.pdf?sfvrsn=5c951df0_1CR 12C (FY 17-18)
is required to develop and submit a test plan for field acceptance testing (FAT) to the Engineer, is required to perform local field operational tests at device server field sites according to the test procedures stated herein? [Spec. 684-2.4.2] 3. Is CEI project staff aware that the contractor is required to perform local field operational tests at the device field site and end-to-end video streaming tests as required by the Engineer in order to demonstrate compliance with Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1718/cr-12c-(fy-17-18).pdf?sfvrsn=f9e145c0_0