9037 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
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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
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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
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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
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, 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
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. 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
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Currently, a density criterion for base material is determined by laboratory proctor testing of materials delivered to the project site. Obtaining the results of the laboratory proctor test requires from 3, and maintains records of proctors test taken at all mines. Sampling frequency is from 1 to 8 times per month. A review of the historical proctor test values for 69 mines indicates that typically 50, the contractor the option of using the pit proctor in lieu of the project laboratory proctor. Test
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). This is an inexpensive test and valuable information can be gained. For Verification and Resolution testing D3, Section 105 160-3.2.1 Sampling and Testing of Local Materials: Require a resolution sample be picked, in the paragraph listed below. 160-745.3.1.1 Bearing Values: Test the Stabilized Subgrade sample, test according to what base material you are using in lieu of Type B. In section 160-3.2.1, the first sentence states “before mixing.” Does this mean to test only the stabilizing material? In section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/1600000.comm.pdf?sfvrsn=f9381416_0Section8.2-051518_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
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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
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, 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
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, 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
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, 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
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, or separate from base. Posts shall be tested and evaluated according to the National Testing Product, Displays the name of the manufacturer, Name of product, APL number, National Testing Product Evaluation Program (NTPEP) Test Report For flexible post delineators: NTPEP Evaluation of Temporary, : The post shall be opaque white. The yellowness index shall not exceed 12 when tested in accordance, , tested in accordance with ASTM E1347 or ASTM E1164. 993-2.23.3 Retroreflective Sheeting
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testing on Sself- Cconsolidating Cconcrete (SCC) plastic property tests must havepossess an ACI, concrete plastic property tests and ACI Self-Consolidating Concrete Testing Technician if testing, certifications: Personnel performing plastic property tests must have ACI Concrete Field Testing, : Ensure that testing technicians meet the requirement of 105-8.7.3.Ensure personnel performing tests, , compressive strength testing, and the recording/reporting of all test data. 105-8.7 Structural Concrete
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testing on Sself- Cconsolidating Cconcrete (SCC) plastic property tests must havepossess an ACI, concrete plastic property tests and ACI Self-Consolidating Concrete Testing Technician if testing, certifications: Personnel performing plastic property tests must have ACI Concrete Field Testing, : Ensure that testing technicians meet the requirement of 105-8.7.3.Ensure personnel performing tests, , compressive strength testing, and the recording/reporting of all test data. 105-8.7 Structural Concrete
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applying anti -graffiti coatings and that no moisture is present when tested in compliance with ASTM D, Cleaning Concrete for Coating ASTM D 4258 Testing pH of cleaned concrete surface ASTM D 4262 Moisture, an existing coating, conduct apply a test patch (minimum area of 4 square feet) in accordance with this Section 560-15. Allow the test patch to cure a minimum of 307 days without any defects, an existing coating, conduct apply a test patch (minimum area of 4 square feet) in accordance
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