8976 search results for test

SS3460000

for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, distribution of other core samples. Perform surface resistivity tests on the core samples or test, discharge of all trucks if the QC truck has failing test. Perform plastic properties tests on all trucks, of testing the cylinder and provide the Verification testing laboratory the compressive strength test, concrete, ensure that the concrete exceeds a resistivity of 29 KOhm-cm at 28 days, when tested

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SS4550400

and accepted in accordance with the Contract Documents. Dynamic load tests may be applied to test piles, system. ThepriceforDynamic Load Tests will include all costs related to dynamic testing, Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete) - per foot. Item No. 455-144, . This compensation for driving of splice, however, will not be allowed for test piles that are spliced, , furnished, and properly installed. 455-11.4TestPiles:The quantity to be paid for of test piles

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4550400.pdf?sfvrsn=3b0e806e_0

3530000.FHWA3

testing is required. Perform tThe plastic property tests in accordance with Section 346- 8after all, the plastic property tests prior to the addition of the accelerator. The Unit Weight Test shall also, testing as specified in 353- 5 or the use of the maturity method test as described in 353-10.2, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, property tests in accordance with Section 346,; except when the mix design contains an accelerator

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa3.pdf?sfvrsn=284a2387_0

SS9750000

, regardless of color, shall meet the requirements below. Laboratory Testing Property TestMethod, Outdoor Testing Property Test M e t h o d Requirement Rusting ASTM D 610 ASTM D 1654 (scribed, : Laboratory Testing Property TestMethod Requirement Laboratory Testing Property TestMethod Requirement, Requirements: Use flat test panels prepared in accordance with AASHTO R-31. Laboratory Testing- Non-Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO R-31 No blistering

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5480500.origind

frequency of one set of tests per LOT. One set of tests is defined as a density test for the fill, and tested in accordance with AASHTO T 90 and AASHTO T 89 respectively. If the Resolution Test result, will perform Resolution testing. The material will be sampled and tested in accordance with FM 5-550, FM 5-551, samples. The material will be sampled and tested in accordance with FM 1-T 267 and by averaging the test, Resolution testing. If the Resolution Test result satisfies the required criteria, material

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SS4160600

testing is not required. Test individual anchors and dowels by proof loading in tension to 85, for testing, except if there are three or less in the LOT, in which case, test all anchors, unless otherwise, . For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all, and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels

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4160600.impl

testing is not required. Test individual anchors and dowels by proof loading in tension to 85, for testing, except if there are three or less in the LOT, in which case, test all anchors, unless otherwise, . For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all, and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels

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SS4160600

testing is not required. Test individual anchors and dowels by proof loading in tension to 85, for testing, except if there are three or less in the LOT, in which case, test all anchors, unless otherwise, . For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all, and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss41606009b6dc6b7276540408524bd9962ea4f54.pdf?sfvrsn=f39cbb45_0

Section3.5-100915

American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, SC tests.. Perform SC testing in accordance with Specification Section 916. SC testing shall, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage, List (APL), QC Plan approval, required testing procedures and frequencies, and the Department’s, are referred to as “Terminals.” Suppliers are responsible for the production, sampling, testing, storage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section3-5-100915.pdf?sfvrsn=3366557c_1

section3.5-51815

for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, two SC tests.. Perform SC testing in accordance with Specification Section 916. SC testing shall, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage, for addition to the Department’s Approved Product List (APL), QC Plan approval, required testing, for the production, sampling, testing, storage, and maintenance of records of sales of asphalt

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D2830000

Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6.4. 283-6 Priming, will provide the density requirements specified herein. 283-4.4 Density Tests: Meet the requirements

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D2830000.do

the density requirements specified herein. 283-4.4 Density Tests: Meet the requirements of 200-7, a minimum density in any lot of 95% of the maximum density as determined by FM 1-T 180. 283-5 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6.4. 283-6 Priming and Maintaining

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2830000.do.pdf?sfvrsn=ca46666b_0

9740000D02-122impl

Testing Facility FM 5-592, Test using one of the following: a. Locked Wheel Friction Tester, installation materials as applicable. National Testing Product Evaluation Program (NTPEP) Test Report, Dimensional Testing 1 Provide NTPEP Test Report Meets the requirements with the Americans, . Independent Laboratory Test Report Skid Test and Integral Color testing as identified in Table, Tester - minimum DFT40 value of 40 or greater at all testing intervals for 3 years

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9740000d02-122impl.pdf?sfvrsn=bc406f95_2

SS4550400

and accepted in accordance with the Contract Documents. Dynamic load tests may be applied to test piles, system. ThepriceforDynamic Load Tests will include all costs related to dynamic testing, Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete) - per foot. Item No. 455-144, . This compensation for driving of splice, however, will not be allowed for test piles that are spliced, , furnished, and properly installed. 455-11.4TestPiles:The quantity to be paid for of test piles

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4550400.pdf?sfvrsn=f6845f33_0

1450000D01-724FHWA

testing. The material will be sampled and tested in accordance with FM 5-550. If the resolution test, Classification, Organic Content, and pH TestingGradation: The Engineer will verify the QC test results, ), organic content (FM 1-T267), and pH (FM 5-550) testing. Otherwise, the Engineer will test, designated by the SMO will perform resolution testing. The material will be sampled and tested, will be sampled and tested in accordance with FM 1-T267 and by averaging the test results for three

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1450000d01-724fhwa.pdf?sfvrsn=d1746e3d_1

9380000

test methods conducted at normal laboratory temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod TotalChloride Ions Max.0.08% by weight of cementitious material ASTM C, . Report the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi (689 kPa, shall submit an application in accordance with Section 6 and include certified test reports from, gas, carbon dioxide or oxygen gas. 938-4.2 Laboratory Test. Thegroutshall meet or exceed

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4551501.FHWA

) Tests: Perform all CSL testing in accordance with ASTM D6760. Test all drilled shafts in bridge, (CSL) Tests: Perform all CSL testing in accordance with ASTM D6760. Test all drilled shafts in bridge, testing laboratory to document test results, CSL testing only on drilled shafts selected by the Engineer. The minimum number of shafts tested, the testing. Whenashaftcontainsfourtubes,testeverypossibletubecombination. Forshaftswithfiveormore

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4551501.fhwa.pdf?sfvrsn=c83c918e_0

9160000.FHWA

compliance testing results shall be reported for the tests in the table below, unless noted otherwise, and to standardize asphalt emulsion testing requirements. Also, revisions to Sections 336, 341, ,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test results from an independent laboratory, the original test values for a material below the established limits or evidence of inadequate

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4550510.origind

of performing dynamic load tests on test piles with either EDC or external gauges similar to PDA. Summary, . Except for test piles which are to be statically (or Statnamically) load tested, drive test piles, permanent piles for dynamic load testing prior to driving. All test piles will have dynamic load, . No payment will be made for dynamic load tests on test piles. Payment for a t t a c h i n g e q u i p m, will be made for dynamic load tests on test piles. Anticipate aAll test piles will require dynamic

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4160600.FHWA

and dowels in each LOT for testing, except if there are three or less in the LOT, in which case, test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT, . Submit certified test reports from the Independent Testing Agency to the Engineer for each LOT, failure, but allow bond failure. Displacement measurement for field testing is not required. Test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT

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