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5480206impl
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_04510405-723FHWA
cylinder testing for compressive strength of cement grout and to be consistent with the requirements, . Do not perform strength testing as system performance will be measured by proof-testing each anchor. The Department may require cylinder grout cube testing if the Contractor uses admixtures or irregularities occur in anchor testing. Cast a set of three 4 inches x 8 inches grout cylinders, tested in accordance with ASTM C39. 4510405 All Jobs Improve Safety, Enhance Mobility, Inspire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/4510405-723fhwa.pdf?sfvrsn=4b2821d0_1Earthwork 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_1section8-2_3-5-12
stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, for the development and implementation of the inspection and testing programs for the manufacture, storage, , and necessary tests to substantiate materials and Structures in conformity with the Specifications, quality control personnel to perform specified tests and maintain an acceptable quality control, technician(s)/Inspector(s) to maintain adequate inspection and testing during the production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section8-2_3-5-12.pdf?sfvrsn=2e1363d2_13460902.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_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_01050813-724origind
) 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_11-22 FHWA Memos
. The official testing laboratory used by the Department. Major Item of Work. Any item of work having, by the Contractor. Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1-22-fhwa-memos.pdf?sfvrsn=f1f74a71_24550000DB.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_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_29210100.origind
2 O (% Na 2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed, heat of hydration for Type II (MH) shall be 80 88 cal/g or less at seven days when tested, be 80 cal/g or less at seven days when tested in accordance with ASTM C-186. ARTICLE 921-2 (Pages, Test Report – indicates a certification from the cement supplier identifying that the cement meets, test report must identify that there is limestone in the cement, if limestone is included
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9210100-origind.pdf?sfvrsn=73d2a217_49320103FHWA
will select a minimum identify specimens for the test samples. Contractor will provide the testing, the sample rate and test location to optimize the samples number. Please review and transmit your, be used if required by the manufacturer. When a manufacturer’s product is tested and approved, Physical Requirements: Table 932-3 Silicone Sealant Type Test Method Type A Type B Type C Type D, to 1.34 Table 932-3 Silicone Sealant Type Test Method Type A Type B Type C Type D Durometer hardness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9320103fhwa.pdf?sfvrsn=41b8dd13_135206500-724IMPL
is deleted and the following substituted: 352-5 Acceptance Testing for Surface Tolerance. Test, to ensure conformity approved by the Engineer. 1. Testing with a 10 foot straightedge: Use, . Testing with a 10 foot rolling straightedge: Use this straightedge for longitudinal profiling, irregularities exceeding 1/8 inch in a 10 foot effective length of the straightedge. When tested, and obvious irregularities as directed. 3. Testing With A California Type Profilograph: a. General: Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/35206500-724impl.pdf?sfvrsn=582ebcdb_1