9037 search results for test
1050574Origin
Program. 4.Experienceorcertification in performance of required QC tests and statistical evaluation of quality control test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/1050574origin.pdf?sfvrsn=247977e6_07110401.impl
tests in accordance with FM 5-541.Take test readings representative of the pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/7110401.impl.pdf?sfvrsn=8a028fcd_0D5500003
550 FENCING - CERTIFICATION. (REV5-2-01)(FA6-14-01)(7-02) ARTICLE550-3(Page682)isexpandedbythefollowing: 550-3.6 C e r t i f i c a t i o n : Provide the Engineer certified test reports from the manufacturer confirming that all materials (posts, braces, fabric and all other accessories) conform to the requirements of this Section, Section 6 and the Design Standards. Provide the Engineer, material will be based on the Certificate of Compliance, accompanying test reports and visual inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d550000373eafef307d94feeaaa033bad93105ee.pdf?sfvrsn=50fa189d_09720100.impl
972 RECYCLEDPLASTIC PRODUCTS. (REV3-30-09)(FA4-1-09)(1-10) SECTION972-1(oftheSupplemental Specifications) is deleted and the following substituted: 972-1 Description. RecycledplasticproductsusedshallbeincludedontheQualifiedProductsList.. Manufacturersseekingevaluationoftheirproductshallsubmit an application in accordance with Section 6 and include certified test reports from an approved independent test laboratory that shows the material meets all specifications herein
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9720100.impl.pdf?sfvrsn=69cb4df1_04001704.fhwa
,inlieuofthetime delay periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast, component. Make the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi for beams or indicate, and 400-17.3, test beams or cylinders may be cast from representative concrete and cured identically with the concrete in the corresponding structural component. Make the test beams in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001704.fhwa7c59ade14fd247a196996769d642ea2b.pdf?sfvrsn=b8c25ca6_0D9930005
provide the Engineer a certified test report from the manufacturer of the guardrail reflector unit confirming that the requirements of this Section are met. The certified test report shall conform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9930005.pdf?sfvrsn=4d1d1ed0_04001704.FHWA
,inlieuofthetime delay periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast, component. Make the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi for beams or indicate, and 400-17.3, test beams or cylinders may be cast from representative concrete and cured identically with the concrete in the corresponding structural component. Make the test beams in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001704.fhwa.pdf?sfvrsn=f3f344ec_04460300.resp
4460300 – EDGEDRAIN (DRAINCRETE) RESPONSE TO COMMENTS FROM INDUSTRY REVIEW ************************************************************************ Bob Dion URS Corp – (386)740-0665 Comments: Suggest rewording the 1st sentence of 446-5.1 after 'and' to 'determine the drain rate in accordance with FM 5-570.', if your intent is to take the samples and test them in accordance with FM, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4460300.resp.pdf?sfvrsn=d1f825e6_0D5500003
550 FENCING - CERTIFICATION. (REV5-2-01)(FA6-14-01)(1-02) ARTICLE550-3(Page682)isexpandedbythefollowing: 550-3.6 C e r t i f i c a t i o n : Provide the Engineer certified test reports from the manufacturer confirming that all materials (posts, braces, fabric and all other accessories) conform to the requirements of this Section, Section 6 and the Roadway and Traffic Design Standards, u r n i s h e d material will be based on the Certificate of Compliance, accompanying test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d5500003.pdf?sfvrsn=bbccd57_0D9930005
provide the Engineer a certified test report from the manufacturer of the guardrail reflector unit confirming that the requirements of this Section are met. The certified test report shall conform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9930005.pdf?sfvrsn=ee51a940_0D9930005.do
provide the Engineer a certified test report from the manufacturer of the guardrail reflector unit confirming that the requirements of this Section are met. The certified test report shall conform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9930005.do.pdf?sfvrsn=86abfe96_09330000.resp
, "The Contractor shall ensure that the test results meet the requirements of Table 5-2 using an independent ISO 17025 accredited laboratory with actual experience running the test methods for FRP strand
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9330000.resp.pdf?sfvrsn=f2541bb5_09330000.comm
that the test results meet the requirements of Table 5-2 using an independent ISO 17025 accredited laboratory with actual experience running the test methods for FRP strand," but the frequency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9330000.comm.pdf?sfvrsn=c801ebcb_06950302FHWA
. 695-3.2.12 Test Requirements: Perform the manufacturer’s recommended on- site pre-installation test, that fail the pre-installation test. Record all test results by lane on the warranty form provided by the manufacturer and leave a copy in the cabinet. Repeat the test at the termination point, sensor that fails the test at no additional charge to the Department. Perform an operational test to meet final acceptance requirements. The operational test requires the equipment to operate without
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/6950302fhwa.pdf?sfvrsn=61b31a8_1Project Administrator, Materials Certification Program Maintenance User, DMRO, DCO, Final Estimates
Updated PDF (291KB) Failing Test Notification Instructions for subscribing to the failing test
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/materials-certification-review---project-administrator--materials-certification-program-maintenance-user--dmro--dco--final-estimates/project-administrator-materials-certification-program-maintenance-user-dmro-dco-final-estimatesE56D2
", STORM SEWER EA 1.000 0432- 3- 1 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 15" EA 2.000 0432- 3- 2 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 18" EA 12.000 0432- 3- 4 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 24" EA 7.000 0432- 3- 5 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 30" EA 5.000 0432- 3- 6 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 36" EA 1.000 0432- 3- 7 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 42" EA 5.000 0432- 3- 8 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 48" EA 7.000 0432- 3- 10 CHEMICAL GROUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/jan06/e56d2.pdf?sfvrsn=911d1eb8_19620100FHWA - REVISED
that meets the requirements of Table 962-1.1. See and Table 962-1.2 when impact testing is specified. Grade, meet the impact requirements listed in Table 962-2. Mill test reports shall identify average impact test values. Provide certifications that meet this section and 962-12. For non-fracture, Requirements for Impact Testing Structural Steel Product ASTM Grade Zone Minimum Average Energy, grade, test temperature must drop 15°F for each 10 ksi above grade. 2. FC – Fracture Control 962-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9620100fhwa---revised.pdf?sfvrsn=116fcf8f_19620100-724IMPL
the requirements of Table 962-1.1 and 962-1.2 when impact testing is specified. Grade HPS 70W shall, 962-2. Mill test reports shall identify average impact test values. Provide certifications that meet, structural steel in accordance with ASTM A709. Table 962-2 Requirements for Impact Testing Structural, A847 Round, Square, Rectangle, Special Note: If yield ≥15 ksi above specified grade, test, -sectional thickness meets mechanical property test requirements. Retreatment by re-austenitizing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9620100-724impl.pdf?sfvrsn=dbb5a442_19620000-723impl
and 962-1.2 when impact testing is specified. Grade HPS 70W shall not be substituted for Grade HPS 50W, - carrying members shall meet the impact requirements listed in Table 962-2. Mill test reports shall identify average impact test values. Provide certifications that meet this section and 962-12, with ASTM A709. Table 962-2 Requirements for Impact Testing Structural Steel Product ASTM Grade Zone, , Special Note: If yield ≥15 ksi above specified grade, test temperature must drop 15°F for each 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9620000-723impl.pdf?sfvrsn=a5ea269c_26840000.impl
G e n e r a l : S u bject the MFES to field acceptance tests (FATs). Develop and submit a test plan, to witness all FATs. Complete the tests within five calendar days. 684-1.4.2 Field Testing: Once the MFES, to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer, tests at device server field sites according to the test procedures stated herein, acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for consideration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/6840000.impl.pdf?sfvrsn=3aa2ed21_0