8978 search results for test
3520500-724origind
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
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ADHESIVE BONDING MATERIAL SYSTEMS FOR STRUCTURAL APPLICATIONS. (REV 8-14-07) (1-08) ARTICLE 937-4 (Pages 830 and 831) is deleted and the following substituted: 937-4 Minimum Performance Requirements. 937-4.1Minimum Performance Requirements (FM 5-568): When tested in accordance with FM 5-568, )Afterremovalofthe42dayload,theuniformbondStressfrom a subsequent Confined Tension Test shall not be less, of the requirements of 937-4.1, the adhesive bonding material system, for general use, may be tested to and meet
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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
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% 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
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tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs and FATs, the following tests before any connections are made: a.Perform a continuity test on the detector cables, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify that vibration, is the maximum number of lanes in the roadway segment under test. Substitute other periods as ecessary, ,theVVDSand AVDS can be mounted on existing poles or sign eel at the test plans emonstrate each
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tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs and FATs, the following tests before any connections are made: a.Perform a continuity test on the detector cables, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify that vibration, is the maximum number of lanes in the roadway segment under test. Substitute other periods as ecessary, ,theVVDSand AVDS can be mounted on existing poles or sign eel at the test plans emonstrate each
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tests (FATs). Develop and submit a test plan for DATs and FATs to the Engineer for consideration, device has successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify, in the roadway segment under test. Substitute other periods as necessary to determine the accuracy, on existing poles or sign eel at the test plans emonstrate each and every fu tallation, conduct DATs n, test equipment. tion procedures. t a miimum f the support equipment to onfigure
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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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Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior, strength concrete to obtain this strength at an earlier time to prevent testing delays. Load test, , or no later than 30 days before beginning test pile installation, of the proposed testing schedule so, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, specified test piling in end bents or, (2) the Plans show uncased piles through proprietary retaining wall
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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
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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_0Section62-100417
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling and Testing Manual, Florida Department of Transportation. Topic Number, to the inspections, measurements, and necessary tests to substantiate materials and Pipe, controlQC personnel to perform specified inspections and tests and maintain an acceptable quality controlQC
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for testing shall be determined by the testing lab selected by the Contractor. All tests shall, laboratory may use the manufacturer’s test facilities providing that testing machines are shown to comply, the rejected LOT for a repeat test at Level II. All costs associated with additional (repeat) tests shall, the performance of their products in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3, . When a manufacturer’s product is tested and approved by the Department using a primer, primer
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in 932-2.2.5 when tested in accordance with ASTM Designations shown. Test specimens shall be prepared, , the independent laboratory may use the manufacturer’s test facilities providing that testing machines, (repeat) tests shall be borne by the Contractor. Both pads must pass Level II Test for acceptance, the performance of their products in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3, . When a manufacturer’s product is tested and approved by the Department using a primer, primer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9320000.pdf?sfvrsn=156376c0_0Section6.2-051518_1-19WB
, hydrostatic testing equipment. (I) Joint forming equipment and gaskets, and Pipe test results. (J) LOT, Specifications for Road and Bridge Construction. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section6-2-051518_1-19wb.pdf?sfvrsn=3f7a7d43_1Section6.2-051518_1-19WB
, hydrostatic testing equipment. (I) Joint forming equipment and gaskets, and Pipe test results. (J) LOT, Specifications for Road and Bridge Construction. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section6-2-051518_1-19wb.pdf?sfvrsn=b01823d6_13460902SL.FHWA_2
: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, on a random number generator, and may perform additional Independent Verification tests. All QC, strength test results from the same mix design for a Class III or lower class of concrete is produced, the current project. Only one sample can be taken from each LOT. Test data must be from a laboratory
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substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test, substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete, production facility is used for the same mix design, describe the method of sampling, testing and LOT, tests. All QC activities, calculations, and inspections will be randomly confirmed, five consecutive strength test results from the same mix design for a Class III or lower class
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. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
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. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, of added material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
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