9187 search results for test
4510000.impl
on an anchor during testing sufficient to keep the testing equipment positioned. (o)Performance Test, Prestressed Soil Anchor Testing and Stressing. 451-7.1 General: Test each prestressed soil anchor, load to the prestressed soil anchor prior to testing. For the maximum test load, do not exceed 90, Test Acceptance Criteria: The Engineer will accept a performance or proof-tested prestressed soil, theretainingwallononeendandtothesoilontheotherendthroughabulbofpressureinjected portlandcement concrete grout. Test each anchor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4510000-impl.pdf?sfvrsn=653956b0_4SS9850000
Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported, . Table 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test, allowed. Table 1.2 Test Methods and Requirements for Drainage Geotextiles Types D-4/6 and D-5 Property/Test Method D-4/6 D-5 Minimum Permittivity (Sec -1 0.5 ) per ASTM D4491 0.5 Maximum AOS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/ss9850000.pdf?sfvrsn=7682770e_4Section92V2cln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, psi. The strength test data represents either a group of at least 30 consecutive tests, by the DMRE. For initial design changes, provide uniformity test data, based on ASTM C94 testing, Officials (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Florida Department of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section92v2cln.pdf?sfvrsn=82f1ab34_2Section 9.2 VII-122
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, to be within 1,000 psi. The strength test data represents either a group of at least 30 consecutive tests, ). Inform the DMRE at least 48 hours before performing such tests. Perform slump loss testing, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-9-2-vii-122.pdf?sfvrsn=401b5686_2Section9.2V2-721cln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results, at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/section9-2v2-721cln.pdf?sfvrsn=acbd2e93_2Section92V2-722cln
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, before performing such tests. Perform slump loss testing of the drilled shaft mix using qualified, Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan. Reports, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply concrete, strength acceptance criteria. Perform materials sampling and testing in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section92v2-722cln.pdf?sfvrsn=611ec496_2Section92V2-724cln
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, . The strength test data represents either a group of at least 30 consecutive tests, the DMRE at least 48 hours before performing such tests. Perform slump loss testing of the drilled, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan. Reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section92v2-724cln.pdf?sfvrsn=74f18d00_1Section92V2-724
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, . The strength test data represents either a group of at least 30 consecutive tests or a statistical average, design changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must, Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan. Reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section92v2-724.pdf?sfvrsn=df65ee91_1Section92V2-722
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, testing for mix design approval. The Department may require a single 3.0 cubic yards minimum test batch, performing such tests. Perform slump loss testing of the drilled shaft mix using qualified, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each mixer, Officials (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/redline/section92v2-722.pdf?sfvrsn=aa76e876_19380500.FHWA
-Tensioning Institute. Report the 9380500 All Jobs percent bleed for the grout tested. Test grout, tested. Test grout at the specified pressure of 100 psi. An acceptable test will result, Temperature Fluidity Test. Perform a conditioned laboratory high temperature grout fluidity test, conform to the requirements of 938-4 including initial fluidity test. For the test to be successful, the grout must have an efflux time of not greater than 30 seconds at the end of the one hour test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9380500.fhwa.pdf?sfvrsn=ea95900e_09160203.ind
is deleted and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value, ) and PG 76-22 (ARB) (d) Maximum 75 degrees Separation Test, ASTM D7173-14 and Softening Point
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9160203-ind.pdf?sfvrsn=8ec6f124_27000105.origind
of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying, tested once a day. Ensure that the pixel status test determines the functional status of the pixel, Installed Site Tests: Conduct an approved, stand-alone equipment installation test at the field site, and the following substituted: 700-4.20 System Testing: Conduct approved DMS system tests on the field, Acceptance Testing: Conduct a 30 day acceptance test after the successful completion of the approved 72
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7000105.origind.pdf?sfvrsn=3379cb2_04620200.resp
of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO Materials Reference Laboratory (AMRL) which shows the posttensioning system meets all the requirements specified herein. Test, for Laboratory Accreditation (A2LA). Certification of test reports may be performed by an independent, component test and entire system test, if needed, must be retested in accordance with the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/4620200.resp.pdf?sfvrsn=1eda3f73_01050806.comm
Identification Numbers (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications held and the expiration dates, . Incomplete or inaccurate reporting. h. Using unqualified technicians performing testing. (please, is prohibited for any contract laboratory or staff to perform Contractor Quality Control testing and any other Acceptance Program testing on the same contract. Name: Ken Zinck (Coordinating D5) Work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/1050806.comm.pdf?sfvrsn=9ea75096_01200800.impl
171-173) is expanded by the following: 120-10.1.7 Payment for Resolution Tests: If the Resolution, for Resolution testing. No additional compensation, either monetary or time, will be made for the impacts of any such testing. IftheResolutionlaboratoryresultsdonotcompare favorably with the Quality Control results, the costs of the Resolution testing will be deducted from monthly estimates. No additional time will be granted for the impacts of any such testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1200800.impl.pdf?sfvrsn=e7549f8d_0GL-12C (FY 17-18)
of any tests. [Spec. 700-4.18] 24. After the DMS system installation and system testing, for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests (FATs, . Perform local field operational tests at field sites according to test procedure requirements. [Spec, . 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested to the Engineer in an approved electronic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-12c-(fy-17-18).pdf?sfvrsn=4b87a9fe_0GL-12C
for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests, ] 32. Perform local field operational tests at field sites according to test procedure requirements, cable lengths marked in feet. [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested, Testing on all DMS is to be conducted at a contractor- provided facility. Notify the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-12c.pdf?sfvrsn=7b98553e_0GL-12C
for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests, ] 32. Perform local field operational tests at field sites according to test procedure requirements, cable lengths marked in feet. [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested, Testing on all DMS is to be conducted at a contractor- provided facility. Notify the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-12c.pdf?sfvrsn=2f14ded9_0GL-12C
for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests, ] 32. Perform local field operational tests at field sites according to test procedure requirements, cable lengths marked in feet. [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested, Testing on all DMS is to be conducted at a contractor- provided facility. Notify the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-12c.pdf?sfvrsn=961318b0_0GL-12C (FY 18-19)
the start of any tests. [Spec. 700-4.18] 24. After the DMS system installation and system testing, for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests, . Perform local field operational tests at field sites according to test procedure requirements, . [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested to the Engineer in an approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-12c-(fy-18-19).pdf?sfvrsn=32939d7d_0