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9330000.FHWA
reinforcement. For tests specified to be made by the producer, submit certified test results, . For tests specified to be made by the producer, submit certified test results to the Engineer prior, Testing requirements for Project Material Acceptance of CFRP Prestressing Strand Property Test Method, ) Strands: Meet the requirements of ACI 440.3R, B.10 – Test method for performance of anchorages, strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1
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the Engineer will also inspect for deflection. The Engineer may require further testing of the pipe as a result of the inspection. If so directed by the Engineer, test pipe 36 inches [900 mm] and less, by a method approved by the Engineer. If use of a mandrel is selected as the means of further testing, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4300048ss.pdf?sfvrsn=e1196e6c_04300048SS
the Engineer will also inspect for deflection. The Engineer may require further testing of the pipe as a result of the inspection. If so directed by the Engineer, test pipe 36 inches [900 mm] and less, by a method approved by the Engineer. If use of a mandrel is selected as the means of further testing, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing
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not allow for the tensile testing of one of its straight portions, a test specimen produced at the same time, during the same production lot, but of sufficient length to perform the required testing, ) reinforcing bars. All FRP reinforcing bars shall meet the requirements of ACI 440.6 following the test, bent bars of sufficient length to be tested according to ASTM D7205. The tensile strength, test reports conducted by an independent laboratory, qualified by an ISO 17025 accreditation agency
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be conditioned a minimum of two hours at -5 ± 3ºF in an environmentally controlled test chamber. Testing, ; Engineer a certified test report from an approved independent test laboratory that shows, be opaque white. The yellowness index shall no exceed 12 when tested in accordance with ASTM D 1925, of 70 when tested in accordance with ASTM E 1347. 972-4.2.4 Retroreflective Sheeting: The reflective, seconds when bent 180 degrees at the midpoint for each of four bends. The test on each post shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9720000.pdf?sfvrsn=b8709f1c_0SP4440000
i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep, : T h e p u mping test employed to determine the capacity of the well and whether or not it meets, without interruption for a period of 30 minutes. Locate the intake of the test pump at least 5 feet, level prior to the start of the test. 444-3.5MaintenanceofWells:Capandsealthecompleted deep wells immediately following construction and testing of the well. During the construction operations, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp4440000.pdf?sfvrsn=b85c4314_0SP4440000
i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep, : T h e p u mping test employed to determine the capacity of the well and whether or not it meets, without interruption for a period of 30 minutes. Locate the intake of the test pump at least 5 feet, level prior to the start of the test. 444-3.5MaintenanceofWells:Capandsealthecompleted deep wells immediately following construction and testing of the well. During the construction operations, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp4440000.pdf?sfvrsn=cf62d095_0SP4440000
i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep, : T h e p u mping test employed to determine the capacity of the well and whether or not it meets, without interruption for a period of 30 minutes. Locate the intake of the test pump at least 5 feet, level prior to the start of the test. 444-3.5MaintenanceofWells:Capandsealthecompleted deep wells immediately following construction and testing of the well. During the construction operations, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp4440000.pdf?sfvrsn=afb9f8d1_0SS5480206
of Sections 105 and 120 except as noted within this Section. Have the backfill material tested, independent testing laboratory prior to placement. Provide certification to the Engineer that the results, 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, -chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm
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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, 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, that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5480206.impl.pdf?sfvrsn=43852698_09750702.FHWA
Performance Requirements: For laboratory testing, uUse flat test panels prepared in accordance, with ASTM G 7. Laboratory Testing- Non-Sacrificial Property Test M e t h o d Requirement Cyclic, , discoloration, softening or adhesion loss. Laboratory Testing- Sacrificial Property Test M e t h o d, - Sacrificial Property Test M e t h o d Requirement SS9750702 All Jobs Laboratory Testing, : For laboratory testing, use flat test panels prepared in accordance with AASHTO R-31. Outdoor
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, 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
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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_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
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are in conjunction with changes made to Section 346. Language for drilled shaft slump loss test requirements, the producer is required to perform the slump loss test and provide the test data to the Contractor, strength acceptance testing will not have to employ a qualified Level II technician as laboratory, ) is expanded by the following new subarticle: 105-5.10 Testing Laboratories: Identify the laboratories performing testing. Ensure that the testing laboratories comply with the Laboratory
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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_0SS4620000
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/programmanagement/implemented/workbooks/julworkbook2012/files/ss4620000.pdf?sfvrsn=8a3ed7b6_0D1200000
construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 120-10.2, classification, failing QC test or when the QC tests cannot be verified, construct a new test section, : Quality Control tests must meet the specifications. Verification test must meet the specifications, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
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construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 120-10.2, classification, failing QC test or when the QC tests cannot be verified, construct a new test section, : Quality Control tests must meet the specifications. Verification test must meet the specifications, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d1200000.pdf?sfvrsn=83062c73_05480206impl
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
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