8999 search results for test
FY 2026-27 Redline eBook compressed
ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, designation, or combination of numbers and letters, designates a specification, test method, or other code, , test methods, or other codes as specified in the current edition at the time of the bid opening, t Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any, with samples that may be subjected to the tests provided for in these Specifications to determine
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of High Speed Applications and for hot weather test temperature only. Impact tests shall be performed, . SUBARTICLE 991-1.5 is 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 AASHTO, . Impact testing must be performed on concrete in accordance with AASHTO Product Evaluation & Audit, tubular markers will be based on the 36-inch product testing. Acceptable products are those meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9910102int.pdf?sfvrsn=f361a824_19910102ind
of High Speed Applications and for hot weather test temperature only. Impact tests shall be performed, . SUBARTICLE 991-1.5 is 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 AASHTO, . Impact testing must be performed on concrete in accordance with AASHTO Product Evaluation & Audit, tubular markers will be based on the 36-inch product testing. Acceptable products are those meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9910102ind.pdf?sfvrsn=a2ccd3e4_1Section111V2-726
11.1.11 Components requiring such test are included in Table 5. All Rotational Capacity testing shall, of the last 2 minutes of each of the two tests described above. d. Certified copies of any test reports, for Nondestructive Testing (ASNT) SNT-TC-1A, Performance Criteria for Personnel Performing Nondestructive Testing American Welding Society (AWS), Specification for AWS Accreditation of Certified, ) Florida Sampling and Testing Methods Florida Department of Transportation (FDOT) Standard Specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/section111v2-726.pdf?sfvrsn=555d6841_29340000fhwa
and expansive aggregate grouts are not allowed. 934-3 Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following methods: Making and Curing Concrete Test Specimens, ................................................... ASTM C 940 934-4 Requirements. When tested as provided in 934-3, the grout shall meet the following requirements: Property Test Value Compressive strength one day 2,500 psi [17 MPa, on the Qualified Products List (QPL). Materials included on the QPL require no additional testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9340000fhwa.pdf?sfvrsn=c07c580b_0GL-10D
11. These tests may be required: Tendon Modulus of Elasticity Test (optional), In Place Friction Test (required for tendons longer then 100’). [Spec. 462-8] PROTECTION OF PT STEEL 12. PT steel must, tests must be performed; and on-site grout must be properly stored for not more than one month. Grouts, test reports must come from a certified independent lab. [Spec. 462-2, 960] 10. Certain materials must be sampled and tested, others must be certified, and some require LOT number identification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-10d.pdf?sfvrsn=9ac58945_0GL-10D
11. These tests may be required: Tendon Modulus of Elasticity Test (optional), In Place Friction Test (required for tendons longer then 100’). [Spec. 462-8] PROTECTION OF PT STEEL 12. PT steel must, tests must be performed; and on-site grout must be properly stored for not more than one month. Grouts, test reports must come from a certified independent lab. [Spec. 462-2, 960] 10. Certain materials must be sampled and tested, others must be certified, and some require LOT number identification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-10d.pdf?sfvrsn=1cd1680d_0SS7150000
2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, . Place markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation. Upon completion of the work, test the installation to ensure that the installation, working condition. Furnish all labor, materials, and apparatus necessary for making the required tests
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is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been, strips of each terminal block and on the card holder in the panel board. 715-16 Tests of Installation. Upon completion of the work, test the installation to ensure that the installation is entirely, condition. Furnish all labor, materials, and apparatus necessary for making the required tests. Remove
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in the cast-in-place foundation is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submitted to the Engineer. Fill the voids around precast concrete, of each terminal block and on the card holder in the panel board. 715-14 16 Tests of Installation. Upon completion of the work, test the installation to ensure that the installation is entirely
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/7150300-122origind.pdf?sfvrsn=e4167bdc_2CM-706-01 Raised Pavement Marker Class F
in submittal. TERL Test Cases (Steps): RPM001 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, comments in this field. Physical Inspection TERL Test Cases (Steps): RPM002 (Step 1) FORMTEXT, FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps): RPM001, of requested information in submittal. TERL Test Cases (Steps): RPM001 (Step 3), RPM003 (Step 1, provide comments in this field. Functional Inspection TERL Test Cases (Steps): RPM003 (Step 2
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, National Testing Product Evaluation Program (NTPEP) Test Report For flexible post delineators: NTPEP, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance with ASTM E1347 or ASTM E1164. 993-2.23.3, , crack, break, or separate from base. Posts shall be tested and evaluated according to the National Testing Product Evaluation Program (NTPEP) Evaluation of Temporary Traffic Control Devices: Flexible
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. 2.ForTrafficLevelCthroughEmixtures, test 4 inch specimens in accordance with FM 1-T 283. Provide a mixture, such that the requirements of these Specifications are met at all times. Perform any tests necessary at the plant and roadway for process control purposes. Enter all Process Control test data, these test results in the acceptance payment decision. AddressintheQualityControl Plan how Process Control, , the production process, testing equipment and/or sampling methods to determine the cause of the failure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3340203.origind.pdf?sfvrsn=9fa2bf72_0SS1050301
that the tests are performed in accordance with Standard Test Methods, project specifications and other, performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure, ’s training location and dates for all technicians performing sampling, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications and other pertinent, substituted: 105-6 Lab Qualification Program. Testing Laboratories participating in the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss1050301.pdf?sfvrsn=88e01194_0SS1050301
, testing and inspection for both field and laboratory tests. Provide the names of the CTQP, requirements at all times. Testing without Department’s qualification may result in a rejection of the test, strength testing, and the recording/reporting of all test data. 105-8.7.3.2 Concrete Laboratory, is responsible to ensure that the tests are performed in accordance with Standard Test Methods, project, : 105-8.11.2.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss1050301.pdf?sfvrsn=3bc7ee85_0SS1050301
, compressive strength testing, and the recording/reporting of all test data. 105-8.7.3.2 Concrete Laboratory, is responsible to ensure that the tests are performed in accordance with Standard Test Methods, : 105-8.11.2.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete, ’s training location and dates for all technicians performing sampling, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications and other pertinent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1050301.pdf?sfvrsn=3b66b539_01620000SS
completion of construction operations, sample and test the prepared soil layer at a testing, on the plans. 162-5 Acceptance Testing, will require an additional sample. Test results will be averaged for each 10,000 square yards [8,361, and test additional samples to determine specification compliance. For failing samples, take and test, -treatment at no additional cost to the Department. Perform additional testing of retreated areas
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and the infrared identification curve (2.5 to 15 µm) for the vehicle component. The Department will test, Transportation Product Evaluation Program (NTPEP) field test data meeting FDOT Specification, testing may be placed on the APL. When listed, this will be the minimum criteria for application
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9710104-122impl.pdf?sfvrsn=b5eefd75_29160201-122comm
, the statement of the Engineer requiring core samples for Bond Strength testing is open ended. What happens, under 916-3.2 and talks about running an FM-5-599 test of a core for the bond strength. The spec needs to address what happens if that test fails as to what part of the work is deemed defective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9160201-122comm.pdf?sfvrsn=12a6043_26200401.comm
6200401 GROUNDING AND LIGHTING PROTECTION COMMENTS FROM INTERNAL/INDUSTRY REVIEW No Name Comments: (Industry,5-25-18) "Ground resistance testing is not required for roadway lighting installations." Is the intent to not test and assume the contractor constructed the lighting correctly? Response: ****************************************************************************** Patrick, as well to the lighting to exclude this Fall Potential Test for lighting and signalization. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/6200401.comm.pdf?sfvrsn=62020070_0