9274 search results for test
SS3501401
in compliance with 350-14.1.1. If the results from the impact-echo test vary by ± 0.15 inches from the core boring, then the non-destructive test method can not be used on the pavement. In such case
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(of the Supplemental Specifications) is deleted. 400-15.2.6.6 Material Tests and Certification, to the same formula as that previously subjected to the tests specified in Section 975. In addition, as redundant. Therefore the supplementary material tests and certification are being removed. ******************************************************************************
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. Criteria here is that the substrate be clean. 7. Section 560-7.5; Per this section salt tests, the initial tests are performed prior to the first coat subsequent tests will be required between, . This will reduce the cost of testing. Keep in mind that testing requires not only the personnel and countless tests kits but the equipment to access the area and all the MOT & safety procedures that must be considered. Will the state also consider requiring only the first initial three tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5600000.resp.pdf?sfvrsn=a3142dd2_0Section113V2-724cln
Metal Products SECTION 11.3 Volume II PHASED ARRAY ULTRASONIC TESTING 11.3.1 PURPOSE, Array Ultrasonic Testing on Florida Department of Transportation structural steel bridge projects, Testing ASTM E2700 Standard Practice for Contact Ultrasonic Testing of Welds Using Phased Arrays ASTM E2491 Guide for Evaluating Performance Characteristics of Phased-Array Ultrasonic Testing, Recommended Practice for Personnel Qualification and Certification in Nondestructive Testing AASTHO
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to be load tested it must be on the load test candidate list. 850-010-035-b Page17of34 SECTION 4, OF ANALYSIS AND TESTING 3. General 3.1 Routine Analysis with Line Model Programs 3.2 Analysis with 2D or 3D Programs 3.3 Limited Material Test to Augment Analysis 3.4 Full Scale Load Test SECTION 4, principles, recognized formulae, computer programs, or load tests. Such judgment should be used, structurebasedonitscurrentconditionthroughanalysis and Engineering Judgment. Load tests may be used
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and visible. 663-3.1 Field Testing: Subject the system to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for approval. The Engineer reserves the right to witness, and visible. 663-3.1 Field Testing: Subject the system to field acceptance tests (FATs). Develop, . Detector cards must include a test switch that can be used to manually generate detector calls, being subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7
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test specimen 6 by 1 by 0.05 minimum thickness shall be tested at a temperature range of 40, a minimum elongation of 25% when tested in accordance with ASTM D 638. 971-8.9 Plastic Pull test, coat at which the product passes testing may be placed on the QPL. When listed, will be obtained in accordance with the Department’s Sampling, Testing and Reporting Guide Schedule, contain no more than 3.0 ppm lead by weight in a cured state when tested by EPA methods 3050 and 6010
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construction of a test 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 Verification test must meet the density required by 120-10.2. Identify the test section with the compaction effort, classification, failing QC test or when the QC tests cannot be verified, construct a new test section, , after having demonstrated with a successful test section, the possession and control of compacting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss1200700.pdf?sfvrsn=8b37fe3b_0spi-550-013
, Test Level 3 Criteria; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG, of railing mounted with tension wires) is based on a similar design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-550-013.pdf?sfvrsn=d44f8fcd_6SPI-550-013
, Test Level 3 Criteria; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG, of railing mounted with tension wires) is based on a similar design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-550-013.pdf?sfvrsn=f37747dd_2SPI-550-013
Report 350, Test Level 3 Criteria; AASHTO LRFD Bridge Design Specifications; Structures Design, crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3 Criteria. This fence can be used on Index, 521-422, 521-423, 521-427, 521-428 and 521-480
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-550-013.pdf?sfvrsn=24d3d760_1SPI-521-600
throughout this standard series was successfully crash tested at Terre Armee International (France). See report "Field Test of a "GBA" Safety Barrier Erected on a Reinforced Earth Wall", May, 1982. The details on Index 521-610, 521-611 and 521-620 are generally applicable for a TL-4 crash test rating with the 36" single-slope concrete barriers, and for a TL-5 crash test rating with the 42" single
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strength of the prestressing steel, when tested in an unbonded state, without exceeding, with the “AASHTO LRFD Bridge Design Specifications”. Test and provide written certification that anchorages meet or exceed the testing requirements in the AASHTO LRFD Bridge Construction Specifications, D 3895 of not less than 20 minutes. Perform OIT test on samples taken from the finished product. Test the remolded finished polyolefin material for stress crack resistance using ASTM F 2136
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reinforcing bars shall meet the requirements of ACI 440.6 following the test methods from ACI 440.3. Use, with this Specification must submit test reports conducted by an independent laboratory, qualified by an ISO 17025 accreditation agency, using personnel with actual experience running the test methods for FRP reinforcing bars. Submit the test reports to the State Materials Office. Table 3-2 Additional Requirements for Qualification of Producers of FRP Reinforcing Bars Property Test M e t h o d R e
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or testing agency. Ensure test data includes all sizes and types of soil reinforcement to be utilized, connection capacity testing. Tests must be performed in accordance with ASTM D6638 to determine the short, in a lab with conventional testing protocols, hence remains somewhat of an unknown. Response: Agree, content testing is only required on metallic reinforcement. pH testing is required for all, Approved Product List (APL) a. Opening Paragraph: What is “independently certified test reports
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Structures Office to remove the requirements for a shear transfer mechanism and delete the testing, that steel pipes used in the tendon anchorage zones are equipped with a shear transfer mechanism. Test, % of the tendon GUTS in a shear transfer pull-out test described below: Shear Transfer Mechanism Pullout Test Procedure: 1) Cast Anchorage, Shear Transfer Mechanism and Duct in a test block of concrete, into test block. 6) Record lowest transfer force measured over a sustained period of one hour. 4620425
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. ThischangewasproposedbyCharlesBoydoftheStateStructuresOfficeto remove the requirements for a shear transfer mechanism and delete the testing, in the tendon anchorage zones are equipped with a shear transfer mechanism. Test and provide written, transfer pull-out test described below: Shear Transfer Mechanism Pullout Test Procedure: 1) Cast Anchorage, Shear Transfer Mechanism and Duct in a test block of concrete with minimum dimensions of 2’-6, head and transfer tendon force through grout/shear transfer mechanism into test block. 6) Record
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Structures Office to remove the requirements for a shear transfer mechanism and delete the testing, that steel pipes used in the tendon anchorage zones are equipped with a shear transfer mechanism. Test, % of the tendon GUTS in a shear transfer pull-out test described below: Shear Transfer Mechanism Pullout Test Procedure: 1) Cast Anchorage, Shear Transfer Mechanism and Duct in a test block of concrete, into test block. 6) Record lowest transfer force measured over a sustained period of one hour. 4620425
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f o r m all straightedge testing in accordance with FM 5-509 with one pass of the rolling straightedge operated along the outside wheel path of each lane being tested. The Engineer may require additional testing at other locations within the lane. 330-12.4.3 T r a f f i c C o ntrol: Provide, all testing. When traffic control cannot be provided in accordance with Index Nos. 607 or 619, submit, control in the Contract bid prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume
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972 RECYCLED PLASTIC PRODUCTS. (REV 7-8-10) (FA 7-20-10) (1-11) ARTICLE 972-1 (Page 936) is deleted and the following substituted: 972-1 Description. Recycled plastic products shall include certified test reports from an approved independent test laboratory that shows the material meets all specifications herein and the manufacturer shall certify the following: a. The source, 1,000, or a minimum of one per order shall be included in the order for Department testing
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