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5480200FHWA
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 prior to placement, test criteria for determining corrosiveness: Table 548-1 Electro-Chemical Test Criteria Criteria Test Method Resistivity: > 3,000 ohm -·cm FM 5-551 Soluble chloride content 3,000 ohm -·cm FM
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. The Engineer will take random samples of the materials in accordance with the Department’s Sampling, Testing, , Testing and Reporting Guide schedule. 709-3 Equipment. Apply the Two Reactive Component material, will conduct field tests in accordance with FM 5-541. Remove and replace traffic stripes and markings, which visually matches Federal Test Standard Number 595-color 33538, and meet the following, packages. Submit a certified test report to the Engineer indicating that the materials meet all
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. The Engineer will take random samples of the materials in accordance with the Department’s Sampling, Testing, , Testing and Reporting Guide schedule. 709-3 Equipment. Apply the Two Reactive Component material, will conduct field tests in accordance with FM 5-541. Remove and replace traffic stripes and markings, which visually matches Federal Test Standard Number 595-color 33538, and meet the following, packages. Submit a certified test report to the Engineer indicating that the materials meet all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7090000.do.pdf?sfvrsn=4380a95d_07020000.FHWA
retroreflectivity requirements and testing. Please review and transmit your comments, if any, within, will take random samples of the materials in accordance with the Department’s Sampling, Testing, of the existing line is visible. Conduct field tests in accordance with FM 5-541 and ASTM E2177 (Bucket Method).Take test readings representative of the striping performance. Remove and replace traffic, and reflective elements packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/7020000.fhwa.pdf?sfvrsn=90db6418_0CompleteCR
and testing requirements are met and enforcing the requirement that all samples and test are taken randomly, 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, the CEI enforced the requirement that all required density test results are documented on current forms, density tests results are evaluated for materials acceptance? Are the appropriate materials used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/completecr.pdf?sfvrsn=beef6eb7_04000401.origind
in 400-17.1 and 400-17.3, test cylinders may be prepared and tested by the Contractor in accordance with 346-5 and a determination made using one of the following methods: 1.When the cylinder test results, 2.6% when tested according to ASTM C272. Provide Submit a written certification from the manufacturer, to the tests specified in Section 975. In addition, submit the following product analysis, obtained from
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suitable for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair
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is deleted and the following substituted: 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the manufacturer, submit certified copies of all test results shall be submitted to the Engineer prior to use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9330501.origind.pdf?sfvrsn=8875b31e_0F4009 Addendum No. 1
. 2.2 TESTING AGENCY QUALIFICATIONS A. For testing agency providing classification markings, tested. 2.3 PERSONNEL QUALIFICATIONS A. Roofing supervisor will have a minimum of 5 years, Test Method for Tensile Properties of Plastics. D. ASTM D1004 - Standard Test Method for Tear, Based Sheet Roofing. G. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials. H. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube
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testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing Steel, 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, than 2.0% by weight of organic material, as determined by FM 1-T 267 and by averaging the test, . If an individual test value of the three samples exceeds 3%, the stratum or stockpile
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the requirements of Section 347. Assume responsibility for performance of all testing required by Section 346, of Sections 105 and 120 except as noted within this Section. Have the backfill material tested for every, testing laboratory prior to placement. Provide certification to the Engineer that the results have met, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum or stockpile
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the requirements of Section 347. Assume responsibility for performance of all testing required by Section 346, of Sections 105 and 120 except as noted within this Section. Have the backfill material tested for every, testing laboratory prior to placement. Provide certification to the Engineer that the results have met, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum or stockpile
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Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician certification. 105-8.11. 12.4.2: Batch Plant Operator: Ensure the concrete
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and the following substituted: 555-3.1.1 Product Testing: When there is any indication that the installed product, . The Engineer may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours, unless otherwise approved by the Engineer. Furnish a copy ofSubmit, in accordance with 4-1, the test results to the Engineer for review and approval. The Engineer, 10-16-15) SUBARTICLE 555-3.1.1 is deleted and the following substituted: 555-3.1.1 Product Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5550301.fhwa.pdf?sfvrsn=4cb6a016_0SCO BP RFP (LB Local Agency Off-System) CLEAN vers 2025-01a dated 5-9-2025
: 19 V. Testing: 19 W. Value Added: 20 X. Adjoining Construction Projects: 20 Y. Use of Local, /downloadProcedure/625-020-015 16.Florida Department of Transportation Florida Sampling and Testing, , foundation load and integrity testing, and inspection dictated by the Project needs in accordance
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including component drawings, system drawings, and test reports from a certified laboratory, Post-Tensioning Systems. Any marked variations from original test values or any evidence, possible subcomponents is required for PT system and component testing; however, subcomponents, shall develop at least 96% of PT steel actual ultimate strength when tested in an unbonded state, . 4. Test anchorages with typical local zone reinforcement shown in system drawings. 5. Test
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. 334-712-7583 Comments: Acceptance Testing: Using a rolling straightedge, test the final Type SP structural layer and the Type FC layer where a friction course is called for in the Contract. Test, completion of all paving. Under this revision the contractor is advised to perform this testing behind, straightedge testing a minimum of 48 hours before beginning testing. I think this is easier to read, which by existing specification 334-6.4.1, will not require density testing for 3/4" courses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/334lap.resp.pdf?sfvrsn=221d54d0_0Underdeck
portion of housing must be sealed to provide an IP 66 rating. FORMDROPDOWN Submit: IP-66 Testing, 1598 requirements. FORMDROPDOWN Submit: UL-1598 Testing Report or Certification Document showing, EPA recognized laboratory showing Correlated Color Temperature 12 Provide operational testing, Testing (ISTMT) report showing case and component operating temperatures 13 Luminaire must maintain 94.1% intensity at 10,000 hrs of testing at operational case temperature and drive current
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of the State Materials Office to waive the Sodium Soundness Test and add a Drop Test requirement, the Pportland cement used in sand- cement riprap to the tests required under the provisions of Section, ; 530-3; 2530-3; 530-74; 530-74 Drop Test***(EM 1110-2-2302) No new cracks developed, 5.0. ***The eEngineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense to the Department. EM refers to the US Army Corps
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to be coated. The following physical requirements apply: Property Test Method Specification Roundness, is deleted and the following substituted: 971-3.2 Composition: Component Test Method Criteria, : 971-4.2 Composition: Component Test Method Criteria Total Solids, by weight ASTM D2369 75, and the following substituted: 971-4.3 Physical Requirements: Test laboratory samples in accordance with ASTM E811 and E1349. Samples shall meet the following criteria: Property Test Method Minimum Maximum
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