9191 search results for test
9450000.FHWA
joints have been tested at the plant hydrostatically and shown to meet the requirements of Section, . Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212, to a 5% reduction in internal diameter using the parallel plate testing methodology of ASTM D 2412, not contact the hugger band or associated hardware. Testing shall be witnessed by the Engineer, , with a suitable wax compound. The bolts may be sampled and tested before erection or may be accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9450000.fhwa.pdf?sfvrsn=cb251a1b_09450000.fhwa
joints have been tested at the plant hydrostatically and shown to meet the requirements of Section, . Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212, to a 5% reduction in internal diameter using the parallel plate testing methodology of ASTM D 2412, not contact the hugger band or associated hardware. Testing shall be witnessed by the Engineer, , with a suitable wax compound. The bolts may be sampled and tested before erection or may be accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9450000.fhwa5ee6cb48c81a4c9497359c335a80ca5f.pdf?sfvrsn=a789cd07_0v1-section11-clean
properties and characteristics. (5) Evaluate obtained and submitted aggregate test results, . This includes processing techniques, sampling and testing procedures, personnel and equipment. Review the source's worksheets, test data, QC charts and corrective actions (if any, (e.g. thermometer, calipers, weights, and a tape measure) to check testing equipment at the aggregate source’s on-site laboratory. Check all equipment used for process control and acceptance testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section11-clean.pdf?sfvrsn=79e2be93_5D3350000
in a bituminous mix, as determined by laboratory tests. If the local sand deposit consists of stratified, the requirements of Section 917. 335-2.4 Testing:The Engineer will sample all materials shipped, . In addition to these requirements, include, in the mix design, test data showing that the material, Additional Tests: The Engineer will apply the provisions of 331-6.4 to Sand- Asphalt Hot Mix. 335-5 Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3350000.pdf?sfvrsn=5815242a_0D3350000.do
in a bituminous mix, as determined by laboratory tests. If the local sand deposit consists, the requirements of Section 917. 335-2.4 Testing:The Engineer will sample all materials shipped, . In addition to these requirements, include, in the mix design, test data showing that the material, Additional Tests: The Engineer will apply the provisions of 331-6.4 to Sand-Asphalt Hot Mix. 335-5 Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3350000.do.pdf?sfvrsn=aad602b5_04100000.D02.FHWA
of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, provided, test, before 28 days, by testing compressive strength cylinders that are cured under the conditions, and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing, of absorption tests 4100000.D02 to one test every five LOTs when the results of five consecutive LOTs, the shipping strength test, before 28 days, by testing compressive strength cylinders
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of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, provided, test, before 28 days, by testing compressive strength cylinders that are cured under the conditions, and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing, of absorption tests 4100000.D02 to one test every five LOTs when the results of five consecutive LOTs, the shipping strength test, before 28 days, by testing compressive strength cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4100000.d02.fhwa0368a8d7b1134ddbae2ec05aced114a0.pdf?sfvrsn=1ec4e12c_0SS9320102
. Materialsforpavement joints shall be tested according to ASTM D 5329. Manufacturers or distributors seeking approval, of their products in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements, test samples in a group of three representing a given sample of sealant shall meet this requirement, perpendicular to the side of the sealant showing the defect. At least two test samples in a group, is tested and approved by the Department using a primer, primer will be required for project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss93201020bc44787914c4ff0a8b2f4a20f802fec.pdf?sfvrsn=2ec47f2c_011200grp
: panelStandard:1 levels:GSCOLORFILL|GSBWFILL|GSOUTLINE panelStyle:TestBorder.ssi panelName:name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content2/roadway/ds/10/idx/11200grp.pdf?sfvrsn=c1f5cb6_00071107.comm
to be tested shall be determined by the Department and shall not exceed 12. The proposed test, Specification 783, which includes testing methodology and acceptance requirements. 19. Section 711-7.2, : “The Contractor shall schedule and perform an acceptable communication degradation test on the existing, . The Contractor shall conduct the initial fiber optic cable test of 12 strands through the project at the start of the project before breaking ground using a test procedure approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/0071107-comm.pdf?sfvrsn=64887f23_44300480FHWA
, the Engineer will also inspect for deflection. The Engineer may require further testing of the pipe as a result of the inspection. If so directed by the Engineer, test pipe 36 inches [900 mm, testing, the mandrel’s diameter, length, and other requirements shall conform to 430-4.8.2. Remove, installed, at no cost to the 4300480.D01.doc All Jobs 3 Department. Should the deflection test prove that the pipe met Specifications, the Department will bear the cost of the deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4300480fhwa.pdf?sfvrsn=ce81dae7_0SS4620000
, the manufacturer shall establish, through testing, the minimum bending radius for the duct. The test consist, submit test results to the Structures Design Office and include certified test reports from, - tensioning system meets all the requirements specified herein. Test plastic components in a certified, ). Certification of test reports may be performed by an independent laboratory located outside the U.S., -tensioning system is modified or replaced, the appropriate component test and entire system test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4620000.pdf?sfvrsn=ee962b02_0SS4620000
, the manufacturer shall establish, through testing, the minimum bending radius for the duct. The test consist, submit test results to the Structures Design Office and include certified test reports from, - tensioning system meets all the requirements specified herein. Test plastic components in a certified, ). Certification of test reports may be performed by an independent laboratory located outside the U.S., -tensioning system is modified or replaced, the appropriate component test and entire system test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4620000bf77cbfa468640beb8a29039570e63d7.pdf?sfvrsn=b0011d7_0SS4620000
, the manufacturer shall establish, through testing, the minimum bending radius for the duct. The test consist, submit test results to the Structures Design Office and include certified test reports from, - tensioning system meets all the requirements specified herein. Test plastic components in a certified, ). Certification of test reports may be performed by an independent laboratory located outside the U.S., -tensioning system is modified or replaced, the appropriate component test and entire system test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4620000.pdf?sfvrsn=34344ee3_0SS4620000
Specifications”. Test and provide written certification that anchorages meet or exceed the testing, submit test results to the Structures Design Office and include certified test reports from, - tensioning system meets all the requirements specified herein. Test plastic components in a certified, ). Certification of test reports may be performed by an independent laboratory located outside the U.S., -tensioning system is modified or replaced, the appropriate component test and entire system test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4620000.pdf?sfvrsn=12389f0_0D9340000.do
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 in the Laboratory, . Whentestedasprovidedin934-3,thegroutshallmeet the following requirements: Property Test V a l u e C
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water supplies approved by a public health department may be used without additional testing. The concrete producer shall provide submit test data of water samples from other sources. To determine, water supplies approved by a public health department may be used without additional testing. The concrete producer shall submit test data of water samples from other sources. To determine chemical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9230201.fhwa.pdf?sfvrsn=5de3550a_09620000-723resp
quality dynamic testing data can be collected during construction. This requirement was put, testing criteria for the upright material used in Sign Structures (Several Industry standards). Table, , X52M, X56N, X56M, X60N, X60M, X65M, X70M PSL2 Killed, Fine Grain, Tensile, CVN Test N, ), CVN Test per 962-2 Response:(8-10-22 Specifications Office) Revision made per the Originator
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9620000-723resp.pdf?sfvrsn=a296b7bb_1Section8.2-051518_1-19WB
that testing equipment is properly maintained in accordance with the applicable test methods, testing machine, laboratory scales and plastic concrete test equipment. (I) Identification number, provides guidance for the development and implementation of the inspection and testing programs, Construction Topic No. 625-010-003, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section8-2-051518_1-19wb.pdf?sfvrsn=4f62b49f_1Section8.2-051518_1-19WB
that testing equipment is properly maintained in accordance with the applicable test methods, testing machine, laboratory scales and plastic concrete test equipment. (I) Identification number, provides guidance for the development and implementation of the inspection and testing programs, Construction Topic No. 625-010-003, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section8-2-051518_1-19wb.pdf?sfvrsn=67247f68_1