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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_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_09320103FHWA
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_12000202-722impl
also perform sampling and testing. Materials will be accepted if test results meet the requirements, the requirements of the Section and no individual LBR test is less than 120, the sampling and testing frequency, the Engineer in writing prior to reducing testing frequency. If any QC LBR test result falls below, locations and methods for constructing stockpiles for sampling and testing. f. Method for sampling and reporting test results. 3. The Engineer will coordinate the review of the “Plan” with the District
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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_49330000.origind
Testing requirements for Project Material Acceptance of CFRP Prestressing Strand Property Test Method, , B.10 – Test method for performance of anchorages of FRP bars. 933-4.2 For Steel Parallel Wire, Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, submit certified test results to the Engineer prior to use. 933-5.2 Strands: 933-5.2.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9330000.origind.pdf?sfvrsn=a62669f5_09330000.impl
Testing requirements for Project Material Acceptance of CFRP Prestressing Strand Property Test, Carbon Fiber Reinforced Polymer (CFRP) Strands: Meet the requirements of ACI 440.3R, B.10 – Test, or at least 90% of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9330000.impl.pdf?sfvrsn=195c5530_04550511-722impl
% dynamic testing, the Engineer will determine the bearing of all piles using the data received from dynamic load testing equipment utilizing internally or externally mounted sensors according to the methods described in 455-5.12.1. For foundations not requiring 100% dynamic testing, the Engineer, of templates. 5. Details of proposed load test equipment and procedures, including recent calibrations, to voided or cylinder piles due to interior water pressure. Notify the Engineer of any test pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4550511-722impl.pdf?sfvrsn=bd280534_24510405-723FHWA
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_1