9043 search results for test
1050101.impl
technicians performing sampling, testing and inspection for both field and laboratory tests. Submit, Test Results: Submit certifications prior to placement of materials. Report test results at completion of the test and meet the requirements of the applicable Specifications. ARTICLE 105-2, Guide Schedule in the same format as the current Sampling, Testing, and Reporting Guide 21, activities that require testing until the Job Guide Schedule has been reviewed and accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1050101.impl.pdf?sfvrsn=b359373_09940000.impl
test reports from an independent laboratory showing the product meets the requirements, : Sheeting, process inks and film overlay materials shall be tested in accordance with, and meet all, be tested in accordance with, and meet the performance requirements of ASTM D-4956 Type VIII, except, in the QPL application must be tested and meet the requirements identified in ASTM D-4956, sheeting in accordance with Section 994-4 for testing. Fungal resistance testing is required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/9940000.impl.pdf?sfvrsn=4f7a3d7a_0453000fhwa
to testing. For slow-set epoxy, an additional test specimen shall be made and tested to failure, if a slant cylinder test specimen, prepared and tested in accordance with the conditions below, sustains, strength of at least 4,500 psi [31 MPa] at 28 days when tested to ASTM C39. The slant-cylinder test, -set epoxy, an additional test specimen shall be made and tested to failure at 24 hours, ) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/453000fhwa.pdf?sfvrsn=694bb040_019-14-Ayithi-FoundationEngineeringInnovations
(REC) and poor rock quality designation (RQD) are common leading to insufficient test samples (data, Penetration Test (SPT) and/or Cone Penetration Test (CPT) data • SPT is typically performed 2.5 feet, been used to assess specific energy on planned instrumented load- tested piles • The correlation, using existing database of full-scale static load tests and analysis using all LRFD methods, was MWD monitored and validated during installation • 5% of piles were proof tested using Drop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-14-ayithi-foundationengineeringinnovations.pdf?sfvrsn=249355cf_144787815201-Geotech Report_Mast Arms
Hendry County, Florida Page 2 jars for further classification and laboratory testing. Test Location, to Medium Fine SILT CLAY SOIL BORING, SAMPLING AND TESTING METHODS STANDARD PENETRATION TEST The Standard Penetration Test (SPT) is a widely accepted method of in-situ testing of foundation soils (ASTM, ) The tests are usually performed at 5 ft (1.5 m) intervals. However, more frequent or continuous testing, or jars and returned to the laboratory for classification and testing, if necessary. LABORATORY TEST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-geotech-report_mast-arms.pdf?sfvrsn=6aa9b575_144787815201-Geotech Report_Mast Arms
Hendry County, Florida Page 2 jars for further classification and laboratory testing. Test Location, to Medium Fine SILT CLAY SOIL BORING, SAMPLING AND TESTING METHODS STANDARD PENETRATION TEST The Standard Penetration Test (SPT) is a widely accepted method of in-situ testing of foundation soils (ASTM, ) The tests are usually performed at 5 ft (1.5 m) intervals. However, more frequent or continuous testing, or jars and returned to the laboratory for classification and testing, if necessary. LABORATORY TEST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-geotech-report_mast-arms819fd6b5-f1c7-4d35-90b0-0b8fa4821dfe.pdf?sfvrsn=2d79167a_16490200.impl
28-day concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/6490200.impl.pdf?sfvrsn=4bbec5b1_06490500.impl
and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C 31 and ASTM C 39
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/6490500.impl.pdf?sfvrsn=87de5c75_09460100-724origind
Test Report for all culvert pipe stating that the inspection and all of the specified tests have been, the Engineer with a Mill Test Report for all soil pipe stating that samples representing each lot have been tested and inspected as indicated in this specification and the requirements have been met
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9460100-724origind.pdf?sfvrsn=3ccf5294_26490401.impl
achieved 70% of the specified 28-day concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean the top
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/6490401.impl.pdf?sfvrsn=2b2f169_0SS3470000
information may be used. Also submit three compressive strength test results tested in accordance with ASTM C 39 demonstrating the mix meets the minimum 28 day compressive strength requirement. The test, requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete, and proportions, when unsatisfactory test results are obtained from the use of the substituted material(s, placements expected to exceed three hours, perform an additional moisture test approximately half
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss3470000.pdf?sfvrsn=e0f0ad16_0SS3470000
information may be used. Also submit three compressive strength test results tested in accordance with ASTM C 39 demonstrating the mix meets the minimum 28 day compressive strength requirement. The test, requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete, and proportions, when unsatisfactory test results are obtained from the use of the substituted material(s, placements expected to exceed three hours, perform an additional moisture test approximately half
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/ss3470000.pdf?sfvrsn=7ed0e92e_43470000.FHWA
of QualitySampling and Testing. 347-4.1 Concrete Mix Design: Before producing any concrete, submit the proposed mix design with compressive strength test results, tested in accordance with ASTM C39, Sampling and Testing: The Engineer may sample and test the concrete at their discretion to verify, Sampling and Testing. The Engineer may sample and test the concrete at their discretion to verify its, , when unsatisfactory test results are obtained from the use of the substituted material(s). 347-2.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3470000.fhwa.pdf?sfvrsn=8f58004_09260100.origind
systems. *Accepted by APL **Accepted by certified test report ***Accepted by certification SUBARTICLE, and tType PSE epoxiesof their products shall submit product data sheets, performance test reports, test data from an independent laboratory showing that the product meets the requirements, Performance Tests: Meet the requirements of ASTM C881 Type IV, Grade 3. 1. Epoxy Bonding Compounds: Epoxy Bonding Compounds shall be prepared and tested in accordance with FM 3-C882. The ratio
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9260100.origind.pdf?sfvrsn=2a72e7a9_0D3300000
in the Contract bid prices for the asphalt items. 330-12.3.2 Test Method: Perform acceptance testing, testing at other locations within the lane being tested. 330-12.3.3 Acceptance Criteria for Last Layer, . ControlCharts:Plot and keep charts updated daily for all Quality Control Sampling and Testing, will be increased until the proper conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements: Include as a minimum, the following testing frequencies in the Quality Control Plan: Asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d33000001d41c6be9c6d41e48149d94fd65f2cea.pdf?sfvrsn=b3714864_0D3300000
in the Contract bid prices for the asphalt items. 330-12.3.2 Test Method: Perform acceptance testing, testing at other locations within the lane being tested. 330-12.3.3 Acceptance Criteria for Last Layer, . ControlCharts:Plot and keep charts updated daily for all Quality Control Sampling and Testing, will be increased until the proper conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements: Include as a minimum, the following testing frequencies in the Quality Control Plan: Asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3300000.pdf?sfvrsn=c7ea1847_07100000COMM
that I have done so far, I noticed that the Florida Test Method has not been Changed, that the contractor has to submit the certification to the Project Administrator after application and testing, the certification for the retroreflectivity is to be submitted. The Department has the option to test, a test, as all the other binders with the exception of double drop thermo. Tests have demonstrated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7100000comm.pdf?sfvrsn=5e8b67b4_04710000-724IMPL
Manual edition noted in the Plans. 471-5 Performance and Testing Requirements. An independent laboratory must perform all testing and produce the test report. Submit a test report, span to depth ratio of 20:1. b. Three-point bending tests are acceptable. c. Test a minimum of 5, design calculations, shop drawings, and test reports for the FRP fender system in accordance, not include adhesive bonding of individual components within a system during verification testing. 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4710000-724impl.pdf?sfvrsn=7558d1b4_1Chapter5s8Redline
will ensure that Resolution sampling and testing is performed, that the Resolution samples and test, and Certification system (MAC), indicates who samples and tests each of these materials and at what frequency, methods of material acceptance: 1) certification; 2) visual inspection; and 3) sampling and testing, submitted for testing. (a) Product Certification Certification per product, per project is required, on Department lists when documentation (certification and periodic test results) is received
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s8redline.pdf?sfvrsn=b76cc5c0_91050806-723FHWA
curing, compressive strength testing, and the recording/reporting of all test data. SUBARTICLE, are proposed by Thomas Frank to update concrete testing personnel qualifications and requirements. The PCI, technicians performing plastic property testing on concrete for materials acceptance at the project jobsite, testing will include but not be limited to slump, temperature, air content, water-to-cementitious, sampling and testing to confirm specification compliance prior to beginning concrete placements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1050806-723fhwa.pdf?sfvrsn=ca6b0e02_1