9191 search results for test
9330000.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_0Project 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_16950302FHWA
. 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_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_26600000.impl
a c k f r e e w i t h i n a maximum of 2 hours from time of application and when cured as tested, h s a w c u t , c u r e d for 2 weeks at 77°F as tested for adhesion using visual inspection, inch saw cut, cured for 2 weeks at 77°F as tested for shrinkage using a dimensional measurement, . Ensure loop sealant resists penetration of foreign materials as tested for durometer hardness using ASTM, as tested for weight loss, cracking, and chalking using ASTM C1246. Ensure l o o p s e a l a n t h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/6600000.impl.pdf?sfvrsn=62fd0eb5_01200702Orig
the Engineer prior to beginning construction of a test section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2. Identify the test, of a change in compaction effort or soil classification, failing QC test or when the QC tests cannot, inches [300 mm] compacted thickness, after having demonstrated with a successful test section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/1200702orig.pdf?sfvrsn=c5935650_06840000.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_0BMRM Chapter 16
Specification for Building Brick, ASTM C67 is the Standard Test Method for Sampling and Testing, ........................................ 16-16 Figure 16.19 Test Pit, Echo Testing (a) Schematic and (b) In Practice....................................... 16-19 Figure 16.23 Ground Penetrating Radar Testing, in determining the type of stone used in a historic bridge. However, without testing or cleaning it is difficult
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/bi/reference-manual/bmrm-chapter-16.pdf?sfvrsn=5821f63c_0Chapter 16: Masonry Bridges
Specification for Building Brick, ASTM C67 is the Standard Test Method for Sampling and Testing, ........................................ 16-16 Figure 16.19 Test Pit, Echo Testing (a) Schematic and (b) In Practice....................................... 16-19 Figure 16.23 Ground Penetrating Radar Testing, in determining the type of stone used in a historic bridge. However, without testing or cleaning it is difficult
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/reference-manual/chapter-16-masonry-bridges.pdf?sfvrsn=84dc1294_05560000.origin
556-4.3.2 Testing Methods: When a pressure test is required by the Engineer, testing may consist of one, , that a pressure test be required only when requested by the Engineer, for reducing the test pressure, test is only required when requested by the Engineer and for reducing the test pressure from 20, ) ASTM D 2296 OR ASTM D2997 N/A (1) No hydrostatic test required (2) Dimensional tolerances only, of injection shall be no closer than 2 feet [610 mm] from the leading edge of the casing. 556-4.3 Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5560000.originc5f68ac3a5c44451b39b62bb385eab1b.pdf?sfvrsn=939badab_05560000.Origin
556-4.3.2 Testing Methods: When a pressure test is required by the Engineer, testing may consist of one, , that a pressure test be required only when requested by the Engineer, for reducing the test pressure, test is only required when requested by the Engineer and for reducing the test pressure from 20, ) ASTM D 2296 OR ASTM D2997 N/A (1) No hydrostatic test required (2) Dimensional tolerances only, of injection shall be no closer than 2 feet [610 mm] from the leading edge of the casing. 556-4.3 Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5560000.origin.pdf?sfvrsn=18264a79_09190300.resp
electronic data base to identify the history of GTR specific gravity test results. That data indicates, that the material is in fact GTR. The Department committed to do binder and mix testing using high, the extreme high or low specific gravity values for the GTR to do that testing. Until such time as that testing is done, there will be no change in the high end specific gravity and will remain at 1.20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9190300.resp.pdf?sfvrsn=f0b561a8_05560200.resp
life. (How does one insure joints are air-tight? Is testing pressure testing now required for all casings?) Response: There are various methods to pressure test a casing, and will not be identified in the specification. Pressure testing has always been required; this is not a new requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/5560200.resp.pdf?sfvrsn=c4d8e068_0SS4070000
39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast culverts, to verify the shipping strength test, before 28 days, by testing compressive strength cylinders, to the potential for clogging with debris. 407-4 Materials Acceptance and Testing. 407-4.1 General: Meet concrete materials, testing, inspection, and acceptance requirements of Section 346, , assume responsibility for performance of all quality control testing and inspections in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss4070000.pdf?sfvrsn=1251bedc_0SS4070000
. The manufacturer is permitted to verify the shipping strength test, before 28 days, by testing compressive, and Testing. 407-4.1 General: Meet concrete materials, testing, inspection, and acceptance, -acceptance criteria; therefore, assume responsibility for performance of all quality control testing and inspections in accordance with Section 346. Prepare, cure, and test the test cylinders in accordance with ASTM C 31 and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss4070000.pdf?sfvrsn=8fee0245_0SS4070000
39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast culverts, to verify the shipping strength test, before 28 days, by testing compressive strength cylinders, to the potential for clogging with debris. 407-4 Materials Acceptance and Testing. 407-4.1 General: Meet concrete materials, testing, inspection, and acceptance requirements of Section 346, , assume responsibility for performance of all quality control testing and inspections in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4070000.pdf?sfvrsn=5a11592b_0SS4070000
. The manufacturer is permitted to verify the shipping strength test, before 28 days, by testing compressive, and Testing. 407-4.1 General: Meet concrete materials, testing, inspection, and acceptance, -acceptance criteria; therefore, assume responsibility for performance of all quality control testing and inspections in accordance with Section 346. Prepare, cure, and test the test cylinders in accordance with ASTM C 31 and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4070000.pdf?sfvrsn=2bad3554_0