9189 search results for test
SS4620000
tests on samples taken from the finished product. Test the remolded finished polyolefin material, of not less than 20 minutes. Perform OIT tests on samples taken from the finished product. Test the remolded, test length to 15 feet. For systems being tested for use in precast segmental construction, modify, the test must be submitted to the Engineer for approval. Tests must be conducted in the Engineer’s, of tendons being tested. The in-place friction test is not required on projects with straight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4620000.pdf?sfvrsn=a042debd_07810100.impl
pixel in the sign can be automatically tested once a day. Ensure that the pixel status test, . 781-3.18 Pre-installation Field Testing: Conduct pre-installation tests on all units, to the approved test procedures detailed in this section. Each DMS must pass the individual tests detailed, days prior to all tests to permit the Engineer or his representative to observe each test, or an extension of the contract period. 781-3.20 System Testing: Conduct approved DMS system tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/7810100.impl.pdf?sfvrsn=aa801bc6_09160000.origind
Reporting: Specification compliance testing results shall be reported for the tests in the table below, emulsions, the cement mixing test will be waived. For tack products, the minimum testing, test, Saybolt Furol viscosity, original DSR, and solubility (on an annual basis). Residue testing, , 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 results from an independent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9160000.origind.pdf?sfvrsn=ba04bd41_03460902.impl_2
, sample and test concrete of each design mix for water to cementitious materials ratio, air content, concrete production facility is used for the same mix design, describe the method of sampling, testing, Verification testing to verify compliance with specification requirements. All QC activities, strength test results from the same mix design for a Class IV or higher class of concrete, test results from the same mix design for a Class III or lower class of concrete is produced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902.impl_2.pdf?sfvrsn=6088c426_0Earthwork 2025 Spring CA
Lab tests one to one testing frequency (one per soil type) Every test that QC runs, VT tests, section Construct a test section of the length of one full LOT Perform five QC tests at random locations within the test section All five QC tests and a Department Ve rification test must meet, performed was not required If resolution testing was required, but the QC test data was upheld, ’s test result fail any of the tests, reject the material for use as embankment If all test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/earthwork-2025-spring-ca.pdf?sfvrsn=ab325a92_1Earthwork 2025 Fall CA
Lab tests one to one testing frequency (one per soil type) Every test that QC runs, VT tests, section Construct a test section of the length of one full LOT Perform five QC tests at random locations within the test section All five QC tests and a Department Ve rification test must meet, performed was not required If resolution testing was required, but the QC test data was upheld, ’s test result fail any of the tests, reject the material for use as embankment If all test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/earthwork-2025-fall-ca.pdf?sfvrsn=912c1fb5_15480206impl
of Sections 105 and 120 except as noted within this Section. Have the backfill material tested for every, testing laboratory prior to placement. Submit a certification, signed and sealed by a Professional, metallic soil reinforcement, use backfill that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5480206impl.pdf?sfvrsn=1fb24f48_25480206impl
548 RETAINING WALL SYSTEMS. (REV 4-15-19) (FA 7-9-19) (1-20) SUBARTICLE 548-2.6.2 is deleted and the following substituted: 548-2.6.2 Compacted Select Backfill: Meet the requirements of Sections 105 and 120 except as noted within this Section. Have the backfill material tested for every, testing laboratory prior to placement. Submit a certification, signed and sealed by a Professional, electro-chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/implemented/5480206impl.pdf?sfvrsn=170259e_29850202.impl
985 GEOSYNTHETIC MATERIALS. (REV 7-9-18) (FA 7-16-18) (1-19) SUBARTICLE 985-2.2 is deleted and the following substituted: 985-2.2 Physical Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, except apparent opening size (AOS, Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9850202.impl.pdf?sfvrsn=5e853205_09850202.impl
985 GEOSYNTHETIC MATERIALS (REV 12-19-17) (FA 1-1-18) (7-18) SUBARTICLE 985-2.2 is deleted and the following substituted: 985-2.2 Physical Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, except apparent opening size (AOS, 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9850202.impl.pdf?sfvrsn=f0bf0700_05480206.impl
except as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory, reinforcement, use backfill that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test M e t h o d R e s i s t i v i t y : > 3 0 0 0 o h m -·cm FM5-551
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5480206.impl.pdf?sfvrsn=edd5a15f_05480206.impl
548 RETAININGWALLSYSTEMS. (REV1-16-14)(FA1-22-14)(7-14) SUBARTICLE548-2.6.2isdeletedandthefollowingsubstituted: 548-2.6.2CompactedSelectBackfill:Meettherequirements of Sections 105 and 120 except as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory, -chemical test criteria for determining corrosiveness: Criteria Test M e t h o d R e s i s t i v i t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/5480206.impl.pdf?sfvrsn=536e605f_07090400.resp
… “Conduct field testing in accordance with FM 5-541, taking test readings representative of the Contractor’s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test readings representative of the actual striping installation.” Response: Change Made, the phrase “The test reading should be representative of the Contractor’s striping performance.” I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7090400.resp.pdf?sfvrsn=59a5f5c5_0Section 8.6 VII-122
of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic, of the laboratory trial batch tests and field demonstration of verified test data and inspection reports, along, , laboratory and field trial batches of the concrete mixes, and inspection and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-8-6-vii-122.pdf?sfvrsn=c18e4a31_2Section8.6V2-721cln
of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic, verification. 9. Perform flowing concrete tests at the point of placement or testing station, , laboratory and field trial batches of the concrete mixes, and inspection and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/section8-6v2-721cln.pdf?sfvrsn=62d3acb8_21050813-724origind
) to perform the dynamic load testing of instrumented piles and test piles in the field. The DTO must, testing, inspection of the construction activities and oversight of the foundation construction, for the dynamic testing, load testing and non-destructive testing personnel to be used, Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal matching and analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1050813-724origind.pdf?sfvrsn=1562951f_11050813-724origind
) to perform the dynamic load testing of instrumented piles and test piles in the field. The DTO must, testing, inspection of the construction activities and oversight of the foundation construction, for the dynamic testing, load testing and non-destructive testing personnel to be used, Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal matching and analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1050813-724origindbb9f7482-fbec-48c0-9cf6-23235cbaa827.pdf?sfvrsn=be526b80_14600604.FHWA
, the remainder of the joint shall be tested. Perform Magnetic Particle Testing at the following, of the joint shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum o f, in the joint, the remainder of the joint shall be tested. Perform Magnetic Particle Testing, Connectionsamended by the following. UnlessotherwiseshowninthePlans,perform ultrasonic testing (UT) or radiographic testing (RT) on full penetration groove welds at the following frequency (use the AWS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/4600604.fhwa.pdf?sfvrsn=17b119a5_04550000DB.impl
the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, with transportation to assist as required during load test setup and conducting of the load tests. Provide, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested, ) driving specified test piling in end bents or, (2) the Plans show uncased piles through proprietary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/4550000db.impl.pdf?sfvrsn=ea439b89_03460301.resp
the Engineer at least 48hours before performing such tests. Perform slump loss testing of the drilled, Slump Loss Test Requirements: Provide slump loss tests before drilled shaft concrete operations begin, the part of the revisions that eliminates the target zone for slump testing which now results in only, - for placing concrete that fails plastic properties tests. Contractors will never be penalized, are implemented. Test the plastic properties of the first adjusted load and every load that arrives
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3460301.resp.pdf?sfvrsn=7ec085f2_0