8978 search results for test
4550000.origind
concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles, load test equipment supplied by the Department within 30 days after completing the load tests, conference or no later than 30 days before beginning test pile installation of the proposed testing, to each test pile/shaft site during the installation of the instrumentation, during the load testing, or testing lab, required to read the dial gauges, take level measurements, and conduct the load test, except
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4550000-origind.pdf?sfvrsn=29b8d00e_43460302.FHWA
of the Engineer. 346-10.4 Core Conditioning and Testing: Test the cores in accordance with ASTM C42, days of the 28 day compressive strength tests. Core strength test results obtained from, of the Engineer. 346-10.4 Core Conditioning and Testing: Test the cores in accordance with ASTM C42, tests results demonstrating that the drilled shaft concrete maintains a slump of at least 5 inches, , and below 85°F for normal condition. Perform the slump loss test at the anticipated ambient temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3460302.fhwa.pdf?sfvrsn=14d77485_09380402FHWA
by Ronald Simmons to update the unit of sulfate limitation and sampling time according to the test method, ) SUBARTICLE 938-4.2.2 is deleted and the following substituted: 938-4.2.2 Laboratory Testing: The grout, by the following standard and modified ASTM and FM test methods conducted at normal laboratory temperature (65°F-90°F) and conditions. Prepare all laboratory test specimens using 110 percent of the maximum water allowed by the manufacturer unless otherwise noted in Table 938-1. Tests A, B, N, and O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9380402fhwa.pdf?sfvrsn=68072937_11200008IMP
. Notify the Engineer prior to beginning 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, , failing QC test or when the QC tests cannot be verified, construct a new test section. The Contractor, of not more than 12 inches [300 mm] compacted thickness, after having demonstrated with a successful test
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with cubes tests or in the plans cylinder test should be included in lieu of cube tests. 2, 4554200 – MIXING, PUMPING AND TESTING CEMENT GROUT COMMENTS FROM INDUSTRY REVIEW, verification testing similar to concrete section 346. There have been many problems with this specification where it indicates contractor sampling and department testing. Contractor sampling and testing under an approved QCP would improve the end product and verification testing resolve acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4554200.comm.pdf?sfvrsn=18cc8b6c_09320203.comm
not buy extra pads. We only purchase the amount for the structure plus two per lot for testing, likely the CEI) submits the pads he must have an account with the independent testing facility. The testing lab will invoice the firm submitting the sample. There is no avenue in the Contract for the Contractor to reimburse the Engineer for the cost of shipping and testing. If the Contractor submits the pads (like we currently do) he pays for the shipping directly and pays for the testing upon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9320203-comm.pdf?sfvrsn=ff7abb9d_29320203.resp
for the testing upon receipt of the test results and the invoice. Response: Propose to remove, per lot for testing requirements. The revision to the second to last sentence creates a problem, testing facility. The testing lab will invoice the firm submitting the sample. There is no avenue in the Contract for the Contractor to reimburse the Engineer for the cost of shipping and testing, Comments: (11-13-18) The URL for obtaining information for a lab to perform the testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9320203-resp.pdf?sfvrsn=5ec2ed47_2Section84V2-723cln
), Manual MNL 116 American Society for Testing and Materials (ASTM) Standard Test Methods, design unless the load passes the slump flow test. 8. Perform SCC tests at the point of placement, designs, and inspection and testing of production concrete. Obtain SCC from a concrete plant, Construction Florida Department of Transportation Florida Sampling and Testing Methods (FSTM) American, II Tests SCOPE This procedure establishes guidelines for Plants that utilize SCC
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shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25, : Unless otherwise shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT, shall be tested. SUBARTICLE 460-6.4.3 is expanded by the following: 460-6.4.3 Overhead Sign, testing (UT) or radiographic testing (RT) on all full penetration groove welds. Prior to galvanizing, perform Magnetic Particle Testing (MT) at the following frequencies: One hundred percent of all
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938-1. Tests A, B, N, and O will be conducted by the Department. Table 938-1 Test ID Property, certified test reports from an independent AASHTO R-18 or ISO 9001 approved laboratory showing, of materials or material sources requires new testing and certification of the conformance of the grout, for particular tests. 938-4.2 Grout Physical Properties: 938-4.2.1 Gas Generation: The grout, . 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties
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440.3R, B.10 – Test method for performance of anchorages of FRP bars. 933-4.2 For Steel Parallel, Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, submit certified test results to the Engineer prior to use. 933-5.2 Strands, that the test results meet the specification limits of ASTM, AASHTO, or FDOT as specifically designated
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the test results to the Engineer for review and approval prior to installation. Table 5-2 Testing, Carbon Fiber Reinforced Polymer (CFRP) Strands: Meet the requirements of ACI 440.3R, B.10 – Test method, 90% of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, submit
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testing. When tests performed in accordance with ASTM C33 X1.3 on coarse and fine aggregate indicate, of quality control or verification test results. Discontinuance of approval may be based on testing, ), may be used with the following. When high alkali cement is used in concrete, the test results, . The strength and durability tests of concrete shall be performed in accordance with ASTM C39, ASTM C157, FM, , the cement heat of hydration shall be 80 cal/g or less at 7 days when tested in accordance with ASTM C186
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9210000.origind.pdf?sfvrsn=e874cab7_0SS2000200
stockpiles for sampling and testing. f. Method for sampling and reporting test results. 3. The Engineer, and testing. Materials will be accepted if test results meet the requirements of this Section. 8, and no individual LBR test is less than 120, the sampling and testing frequency may be reduced to a minimum, to reducing testing frequency. If any quality control LBR test result falls below 120, and test a minimum of three samples from the preliminary stockpile. Once the stockpile has been
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss2000200.pdf?sfvrsn=e93ac9c2_0DEV332FDR (4-9-24)
resuming production. 332-7.5 Surface Testing Requirements: Test the finished surface of the base, applicable, must be supplied to a nationally accredited laboratory for testing to determine, and submitted to the Engineer prior to use for approval. Table 332-1 Mix Design Criteria Test Test Method, stability Cure at 60°C to constant weight. Test at 40°C at 48 +/-8 hours. ASTM D6927 3,500 lb, of the mix design. 332-6.6 Laboratory Testing: Reclaimed base testing shall be performed as quickly
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process control tests for informational purposes, as defined in 334-4, or may run independent verification tests to determine the acceptability of the material. Density testing for acceptance, run independent verification tests to determine the acceptability of the material. Density testing, and clarifies density testing exceptions with "stop bar to stop bar" language, but roundabout, 5-23-24) SUBARTICLE 334-5.1.2 is deleted and the following substituted: 334-5.1.2 Acceptance Testing
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. 4.Detailsofshaftexcavationmethods. 5.Detailsofslurry,includingproposedmethods to mix, circulate, desand, test methods, and proposed testing laboratory to document test results, or other protected areas. 16.Proposedschedulefor test shaft installation, load tests and production, . 12.ProposedCSLSpecialtyEngineertoperform, log, analyze, and report the test results, to pollution. ProvideaCTQP qualified drilled shaft inspector to perform control tests using suitable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4551501.impl.pdf?sfvrsn=ed6d9954_0Section 6.3 VII-122
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, that testing equipment is properly maintained in accordance with the applicable test methods, compressive strength of two test cylinders, tested at the same age. Absorption Test ASTM C478 Section, to the inspections, measurements, and necessary tests to substantiate Topic No.: 675-000-000
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for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, is the average compressive strength of two test cylinders, tested at the same age. Absorption Test ASTM, , measurements, and necessary tests to substantiate materials and Structures in conformity, facilities and qualified QC personnel to perform specified inspections and tests and maintain
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shall include the QC test methods, inspections, and minimum frequency and LOT sizes of tests, compressive strength of two test cylinders, tested at the same age. Absorption Test ASTM C478 Section, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Product List (APL), Florida
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