9191 search results for test
fm1-t267
Gainesville, Florida 32609 September 23, 2024 Florida Method of Test for Determination Of Organic Content, except for the following provisions: 1. When testing Soil Layer Materials in accordance with Section 987, of approximately a half (1/2) pint into a container to be taken to the lab for testing. 1.2 In performing, that it passes the No. 10 sieve. 2. When testing other materials from the roadway for project, for the subsamples collected. If required, the remaining material may be combined for other testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t267.pdf?sfvrsn=37fe1079_3SS4100200
not be shipped to the project site. Reduce the frequency of absorption tests to one test every five LOTs, of Section 346, except as modified herein: Prepare, cure, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. Follow the alternative method of compaction, in accordance, vibrations. Expose shipping strength test cylinders to the same curing conditions as the precast concrete box sections. Perform all concrete quality control testing and inspections in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss4100200.pdf?sfvrsn=90efef54_04100200.impl
not be shipped to the project site. Reduce the frequency of absorption tests to one test every five LOTs, of Section 346, except as modified herein: Prepare, cure, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. Follow the alternative method of compaction, in accordance, vibrations. Expose shipping strength test cylinders to the same curing conditions as the precast concrete box sections. Perform all concrete quality control testing and inspections in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4100200.impl.pdf?sfvrsn=ae01b128_0SS9320000
be tested according to ASTM D 5329. Manufacturers or distributors seeking approval of their material, in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants, be measured perpendicular to the side of the sealant showing the defect. At least two test samples, to the side of the sealant showing the defect. At least two test samples in a group of three representing, to concrete shall be used if required by the manufacturer. When a manufacturer’s product is tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9320000.pdf?sfvrsn=22c6d63e_09320000.impl
be tested according to ASTM D 5329. Manufacturers or distributors seeking approval of their material, in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants, perpendicular to the side of the sealant showing the defect. At least two test samples in a group, of the sealant showing the defect. At least two test samples in a group of three representing a given sample, be used if required by the manufacturer. When a manufacturer’s product is tested and approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9320000.impl.pdf?sfvrsn=bf227b13_03200202.origind
determination. 2. Removed recovered viscosity testing by the Contractor for RAP stockpiles. 3, Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided in Table 320-1. QC tests used in the acceptance decision may be used to fulfill these requirements. Table 320-1 Asphalt Plant - Materials Testing Frequencies Material Property Minimum Testing Frequency Aggregate Gradation Once per 1,000 tons of incoming aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3200202-origind.pdf?sfvrsn=8976069f_49240201.FHWA
testing. The inclusion of any specific product on the APL, as specified in 6-1, indicates that the product has been given contingent approval, as evidenced by previous tests and apparent effectiveness under field conditions. Except as specified in Sections 346 and 347, no further testing, further testing. The inclusion of any specific product on the APL, as specified in 6-1, indicates that the product has been given contingent approval, as evidenced by previous tests and apparent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9240201.fhwa.pdf?sfvrsn=f9fcce68_0FAQ's (Frequently Asked Questions)
requirements related to product testing on a dept. test deck or other situation(s). The dept. may allow, /state testing facilities for some manufactures – can these be submitted as equivalent test results lieu, Materials Office for Sampling and testing materials. The test methods are somewhat unique, type and testing required. The main reason for delay is manufacturer's not submitting all, of Certification Approval Letter Department Name Logo and Mark of Conformity Many of the tests identified
https://www.fdot.gov/materials/productevaluation/default.shtm/lists/quick-links/585d7a77-fc16-4caf-b795-24514e8a40edSS9320103
by the manufacturer. When a manufacturer’s product is tested and approved by the Department using, and the following substituted: 932-1.3.2 Physical Requirements: Silicone Sealant Type Test Method, Extrusion ASTM C1183, 20 ml/min 20 ml/min 20 ml/min 20 ml/min Silicone Sealant Type Test Method Type, ± ASTM D412 (Die C) 800% minimum 1400% minimum Silicone Sealant Type Test Method Type A Type B, of sealant. After cure of sealant, briquettes shall be tested in accordance with AASHTO T132
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss9320103.pdf?sfvrsn=ea8fd4a9_09910102int
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_2SS7150000
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss7150000.pdf?sfvrsn=4cf40660_07150300-122impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/7150300-122impl.pdf?sfvrsn=774bf69e_27150300-122origind
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_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_03340203.origind
. 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_0CAV Guidance LL&BP_2026 Edition
......................................................................... 79 5.3 Project Requirements, Testing, and Acceptance............................................................................ 80 5.3.1 Field Testing, 5.3.2 System Testing, - Systems Testing and Validation Plan, between the ConOps and the System Testing and Validation Plan .................... 25 Figure 3-10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cav-guidance-ll-bp_2026-edition.pdf?sfvrsn=f72b3f7_1