9191 search results for test
bolt flowchart
460-5.2.1 Rotational Capacity Test (RC) 460-4.1.3 F3125 Grade A325 Bolt Assemblies arrive, torque. -Test 5 assemblies -Using Calibrated Torque Wrench, tighten to “snug tight condition, in bolt -Record average torque of three tests (omit the high and low values) required to be used, )/Form 675-015-15b Note: Testing is per lot and requires two assemblies per lot. A typical main girder, . Galvanized bolted assemblies are required to have rotational capacity tests done by manufacturer
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weather test temperature only. Impact tests shall be performed only on tubular markers measuring 36, deleted and the following substituted: 991-1.5 Product Testing: Manufacturers seeking evaluation of Tubular Markers not listed on the APL must include test reports from the National Transportation, impact testing must be performed on concrete in accordance with NTPEP Evaluation of Temporary, the required testing. Acceptable products are those meeting the following requirements after receiving
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TypeF-2productswillbeaccepted on the job. Furnish Submit to the Engineer testing from the manufacturer of the product for each LOT of material to be incorporated in the project. The test results will indicate, the required tests. Obtain approval from the Engineer before incorporating material into the project, shall provide Submit from the manufacturer test data showing that cutback and emulsified asphalts, testing from the manufacturer of the product for each LOT of material to be incorporated
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of Mechanical Engineers 10 ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA, of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, by the Contractor. Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any
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the "accredited ISO independent test lab" material acceptance testing cost $3000 to $5000 to perform, : This will be changed as noted. Change made. 2. I recommend rewording the sentence to make it clear the testing, of the lab is at the contractor’s expense, but not necessarily the testing itself. Response: The sentence will be revised to: Testing shall be conducted, at the Contractor’s expense, : (12-23-16) 1. Table 3-2, Bond Strength to Concrete, Block pull-out test method referenced is ACI
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Reporting: Specification compliance testing results shall be reported for the tests in the table below, be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results, additional requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12) shall be 26.5ºC for PG grades PG 67 and higher. 2. An additional high temperature grade of PG 67 is added for which the high test temperature at 10 rad/sec
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9740000 SURFACE TREATMENTS (New Section) COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad Florida Transportation Builders’ Association, Inc. w (850) 942-1405 aprasad@ftba.com Comments: (Internal 5-17-21) What does these changes mean? Do they still have to be on the test deck for 3 years? Response: Yes, you are correct, 3 year field testing is still the requirement for Patterned, the friction test, everything else was moved from 523 to 974
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strength by cylinder testing as specified in 353-5 or the use of the maturity method test as described, , by either a cylinder test report or a printed maturity meter monitoring record. Protect the pavement
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Documentation: 105-1.1.1 Submission of Materials Certification and Reporting Test Results: Submit certifications prior to placement of materials. Report test results at completion of the test and meet, to the Department’s databases prior to testing and material placement. Database access information is available through the Department’s website. Enter all required and specified documentation and test results, requested, worksheets used for collecting test information. Ensure the worksheets at a minimum contain
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- tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO Materials Reference Laboratory (AMRL, . Test plastic components in a certified independent laboratory accredited through the laboratory, for Laboratory Accreditation (A2LA). Certification of test reports may be performed by an independent, , the appropriate component test and entire system test, if needed, must be retested in accordance
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five QC tests at random locations within the test section. All five tests must meet the density, the QC tests cannot be verified, construct a new test section. For box culverts, thick lifts may, Control test data was upheld, reduce the Quality Control density testing to one test every two Lots, density sampling and testing at a minimum frequency of one test per soil type. The Verification, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
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five QC tests at random locations within the test section. All five tests must meet the density, the QC tests cannot be verified, construct a new test section. For box culverts, thick lifts may, Control test data was upheld, reduce the Quality Control density testing to one test every two Lots, density sampling and testing at a minimum frequency of one test per soil type. The Verification, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
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properties will be tested. Response: 11. In 9.2.8 Step (2) of the procedure for slump loss tests, it states, “This test may be used for lower ambient temperature placements without any admixtures, : 13. In 9.2.8 Step (10) of the procedure for slump loss tests, it states, “Submit slump loss test, ) of the procedure for slump loss tests, it states, “Ensure that the concrete maintains a slump of at least 5, . This procedure is for how to perform the slump loss test and how to determine the mix design’s elapsed
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Supplemental Specification. In 994-3.1, we deleted the requirement for fungal resistance testing. Fungal resistance testing is described in ASTM D-4956, and is only a requirement if specified by the owner. Fungal resistance testing has not been a requirement by the Department. If you have any, data sheets, performance test reports from an independent laboratory showing the product meets, shall be taken in accordance with the Department’s Sampling, Testing and Reporting Guide Schedule
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testing with the equipment described to perform the friction tests., with prior experience on roadway friction testing with the equipment described to perform the friction test. Please share this proposal with others within your responsibility. Review comments are due, to 35 at 7 days. Coordinate with the Engineer to conduct a preliminary on-site friction test, , or other approved method if satisfactory friction values are not achieved. Friction tests mustwill
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test data which represents the designated area. Donotbeginstaticload testing of drilled shafts, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing, length. Within five working days after driving all the test piles, completing all load tests, all load tests, completing all redrives, and receiving all test reports for those designated zones, , circulate, desand, test methods, and proposed testing laboratory to document test results
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PercentpassingNo.230Sieve:65-100 Providecertifiedtestresultsforeachbatchoffibermate canthbove tests, ) Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1, accordance with AASHTO T 312-08 and FM 1-T 209 (and conditioning prior to testing) will not be required, willbeacceptedontheroadwaywithrespecttosurfacetoleranc in accordance with 334-5.1.8. No density testing, mix design 337-6.2.1.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any
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time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, at 28 days when tested to ASTM C 39. The slant- cylinder test procedure must be in accordance with ASTM, above prior to testing. Forslow-setepoxy,prepareanadditionaltestspecimen and test it to failure, . For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing
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, one for testing and one for verification in the event of a failing test result. LOTs, for pavement joints shall be tested according to ASTM D5329. 932-1.2.2.1 Physical Requirements of Joint, of the sealant showing the defect. At least two test samples in a group of three representing a given, to the side of the sealant showing the defect. At least two test samples in a group of three representing, . Manufacturers seeking evaluation of their products shall submit product datasheets, performance test reports
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tested multiple Type I/II(MH) and Type IL cements in Florida and all meet the ASTM C1012 acceptance criteria without slag or other SCM. We have tested multiple slags with alumina up to 14% and blaine up, for ASTM C1012 testing is overly conservative and may needlessly interrupt FDOT projects while waiting for ASTM C1012 testing results. 2) According to ASTM C989, Section X.2.3 “high alumina content can
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