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3460010.FHWA
to the Engineer within 14 days of the 28 day compressive strength tests. Core strength test results obtained, strength test result falls more than 10% or 500 psi [3.5 MPa] below the specified minimum strength, of the LOT of concrete represented by that acceptance strength test result at no additional expense to the Department. The Engineer may also require the Contractor to perform additional strength testing, taking any core samples. When the concrete is deemed to have low strength, obtain and test the cores
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to the Engineer within 14 days of the 28 day compressive strength tests. Core strength test results obtained, strength test result falls more than 10% or 500 psi [3.5 MPa] below the specified minimum strength, of the LOT of concrete represented by that acceptance strength test result at no additional expense to the Department. The Engineer may also require the Contractor to perform additional strength testing, taking any core samples. When the concrete is deemed to have low strength, obtain and test the cores
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3460010fhwa.pdf?sfvrsn=e36085e6_0Section8.4V2-721cln
. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American, , temperature, and any other test that is required for the class of concrete and any other tests, verification. 10. Perform SCC tests at the point of placement or testing station established, and testing of production concrete. Produce SCC using a central mixer at an on-site facility, Department of Transportation Florida Sampling and Testing Methods (FSTM) American Association
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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, , failing QC test or when the QC tests cannot be verified, construct a new test section. The Contractor, five QC tests at random locations within the test section. All five QC tests and a Department, or soil classification, failing QC test or when the QC tests cannot be verified, construct a new
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to the beginning of testing. Include in the test procedures the sequence in which the tests will be conducted. Obtain the Engineer’s approval of the test procedures prior to testing the equipment, to the beginning of testing. Include in the test procedures the sequence in which the tests, by an independent testing laboratory in lieu of the DATs and FDTs to verify that the tests have been previously completed satisfactorily.. Arrange and conduct the tests in accordance with the testing
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testing of materials are not defined in the Outdoor Exposure testing tables. The test method, Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO R-31 No blistering, cracking, , you could reference ASTM D 6578. Laboratory Testing - Sacrificial Property Test M e t h o d Requirement Laboratory Testing - Sacrificial Property Test M e t h o d Requirement Cyclic Weather, 100 hours No melting or disbondment Outsidedoor Exposure Testing - Sacrificial Property Test M
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respects to the materials tested. Attach copies of current test reports to the certificate. Provide, of the Contract Documents when cathodic protection jackets are specified. 457-2.6.2 Testing: No test, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, the re- testing time for the fiberglass forms. It also expands on minor construction issues, of a QPL approved epoxy to seal the jackets, and extend the re-testing time for the fiberglass forms. It
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10-14-15) SUBARTICLE 933-5.1 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, 933-5.1 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
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, when tested in accordance with FM 5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens, for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, concrete for the required plastic and hardened property tests. Cure the field trial batch specimens similar to the standard laboratory curing methods. Submit the resistivity test specimens at least 7 days
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, when tested in accordance with FM 5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens, for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, concrete for the required plastic and hardened property tests. Cure the field trial batch specimens similar to the standard laboratory curing methods. Submit the resistivity test specimens at least 7 days
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of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic content, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, All Jobs are as follows: (see 914-3 for qualifying tests for these conditions.) The Contractor shall provide information or test results to the District Materials Engineer to substantiate, by the District Materials Engineer. When blending is permitted blended material shall be tested to ensure
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: Unless otherwise shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT, . If unacceptable discontinuities are found in the joint, the remainder of the joint shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all fillet, be tested. SUBARTICLE 460-6.4.3 is expanded by the following: 460-6.4.3 Overhead Sign Structures and Toll, by the following: Unless otherwise shown in the Plans, perform 100 percent ultrasonic testing (UT
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or 100% dynamic testing, the Engineer will dynamically test the first pile(s) in each bent or pier, tests for comparison purposes, the Contractor will be paid for an additional dynamic load test, for dynamic load tests on test piles. Payment for attaching equipment or EDC sensors to each, . , and iInclude all costs associated with dynamic load tests in the pay items for test piles, or 100% dynamic testing, the Engineer will dynamically test the first pile(s) in each bent or pier
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asdfasdf Final Report Testing and Evaluation of Freeway Wrong-way D riving Detection Systems, of Transportation 2018 Testing a nd Evalua tion of Freeway Wrong-way Driving Detection Systems BDV25-977-40, Catalog No. 4. Title a nd Subtitle Testing and Evaluation of Freeway Wrong-way Driving Detection, sufficient data size. Six testing locations were selected on I-275 segment between I-4 and I-75 in the Tampa B ay area, and these testing locations were assign ed to o n e of four testing scenarios: (1
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Office to modify storage and testing requirements for bearing pads. Please review and transmit your, bridge bearing pads per LOT will be selected by the Engineer, at the project site- one for testing and one for confirmation in the event of a failing test result. LOTs will be sampled only after, pads to replace those selected for testing. Bridge bearing pads shall be available for sampling a minimum of three weeks prior to their installation. The sample bridge bearing pads shall be tested
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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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as having “passed” the test types shown on the Florida Department of Transportation Dynamic Message Sign, for inspection and maintenance. Provide labeled test points for checking essential voltages. 2, and larger. Ensure that the airflow status for each fan and filter is automatically tested once each day, and that it may be tested on command from the TMC or a laptop computer. Ensure that the sign, with the International Commission on Illumination’s (CIE) requirements as detailed in Test Method
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testing during rain events. Consider adding additional points to testing because repeat-ability of the test measurements to verify after certification has been an issue. Response: ******************************************************************************
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?(will be handled on a case by case basis.) (2) Who is responsible for performing the PDA testing on the test, not receive payment for a Dynamic Test Load. Regardless, PDA testing should be performed by the Department, is to use PDA or perhaps remove “Dynamic Load Test” and just state PDA.(Changed “Dynamic Load Tests, to driving the production pile. (Note: first you talk about the initial PDA testing or test piles, by others. [D57] Should this be “PDA Dynamic Load Testing”? Response: No. “Dynamic Load Test” is defined
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to conduct at least 3 LBR tests in accordance with FM 5-515? RESPONSE: Change verbiage, for the Engineer’s Verification or Resolution testing until the Engineer accepts the eight LOTs represented
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