9274 search results for test
7090400.FHWA
or as directed by the Engineer. Conduct field tests in accordance with FM 5-541. Take test, . Conduct field tests in accordance with FM 5-541. Take test readings representative, to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7090400.fhwa.pdf?sfvrsn=200d4da1_0SS7860000
acceptance tests (FATs). Develop and submit a test plan for DATs and FATs to the Engineer, structure testing. Notify the Engineer at least 14 calendar days prior to the proposed test date, locations and successful test completion dates. If any component fails to pass required testing, replace, . Supplyatestcableandconvertertoconnectthedetectortoalaptopcomputer for testing and configuration. Verify that the test cable, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss786000026e5e51e8271403d9f5349436efa54b6.pdf?sfvrsn=58c49f83_0SS7860000
acceptance tests (FATs). Develop and submit a test plan for DATs and FATs to the Engineer, structure testing. Notify the Engineer at least 14 calendar days prior to the proposed test date, locations and successful test completion dates. If any component fails to pass required testing, replace, . Supplyatestcableandconvertertoconnectthedetectortoalaptopcomputer for testing and configuration. Verify that the test cable, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss7860000.pdf?sfvrsn=c23d1e59_0SS7860000
discrepancies found during testing. Also include assembly installation locations and successful test, . Supplyatestcableandconvertertoconnectthedetectortoalaptopcomputer for testing and configuration. Verify that the test cable and converter are compliant, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify, . InEquation2,EMrepresentstheearlymorning period and N is the maximum number of lanes in the roadway segment under test, infrastructure shall be paid for under separate pay items. 786-5 Testing. 786-5.1 General: Subject
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7860000.pdf?sfvrsn=a93a92be_09600201.comm
angle which after extensive testing we do not have sufficient safety/quality control with cast parts, of his system, shall be clearly shown on the drawings and verified thru testing and quality control, as such by test (AASHTO) 960-2.1 (f): please revise: For 7-strand tendon sizes and larger, secondary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul13/files/9600201.comm.pdf?sfvrsn=d918d1d4_0SS7850000
in the IEEE Standard 142-1991. Provide the Engineer with written test results for each testing location prior to backfilling the grounding electrode. Include in the test results the instrument model and date of calibration for the device used in the testing, the local environmental conditions at the time of testing, and a full Fall sign the test results submitted. 785-2.3.5 Air Terminals: Ensure, ohm-meters 785-2.3.4 Ground Resistance Testing and Certification: Measure the ground resistance
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"The Engineer change will conduct field testing in accordance to....." to "conduct field testing, be "Measure and record test data, certify..... no later than the next working day..." Make the language same
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7130000comm.pdf?sfvrsn=5157c1b_03301001.impl
a separate set of rollers, with their operators. When density testing for acceptance is required, the pavement. When density testing for acceptance is not required, propose an alternative rolling, as directed by the Engineer. While rolling is in progress, test the surface continuously, and correct
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3301001.impl.pdf?sfvrsn=bfdac300_0SS7850000
in the IEEE Standard 142-1991. Provide the Engineer with written test results for each testing location prior to backfilling the grounding electrode. Include in the test results the instrument model and date of calibration for the device used in the testing, the local environmental conditions at the time of testing, and a full Fall sign the test results submitted. 785-2.3.5 Air Terminals: Ensure, . 0.2 ohm-meters 785-2.3.4 Ground Resistance Testing and Certification: Measure the ground
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss7850000.pdf?sfvrsn=f0f530b_05220400-722origind
. The changes are proposed by Dino Jameson to clarify the language for density testing on sidewalk, beyond each side of the sidewalk or driveway, when right-of-way conditions allow. Meet the testing frequency and maximum lift thickness requirements of Section 120. Record density test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/5220400-722origind.pdf?sfvrsn=3d16b456_23460202.resp
, the Florida Test Method 5-578 or FM 5-578, is being replaced by AASHTO T 358. Should the reference to FM, , if the AASHTO method for testing concrete resistivity is preferred over the Florida Method, should, to understand why there would be proposed requirements for surface resistivity testing of ternary mixes
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“and reinforcing steel and concrete used for build-up” to make it look as follows: For concrete piles and test, the testing protocal. It is crucial to have 7 day breaks so that contractor and supplier can verify, of samples and frequency of testing are well below industry standard and may be a huge problem, test falls more than 500 psi below the specified minimum strength, whichever is less deviation, & test additional cylinders to “so that contractor and supplier can verify the grout is hitting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4550000.resp.pdf?sfvrsn=c7ba828c_09710202FHWA
: Property Test Method Specification Roundness* ASTM D1155FM 5-620AASHTO PP 74 Min: 70 % by weight, : Component Test Method Criteria Total Solids, by weight ASTM D2369 minimum 75% Pigments, by weight ASTM, and the following substituted: 971-4.2 Composition: Component Test Method Criteria Total Solids, . SUBARTICLE 971-4.3 is deleted and the following substituted: 971-4.3 Physical Requirements: Test laboratory, criteria: 9710202.D01 All Jobs Property Test Method Minimum Maximum Density ASTM D1475 13.5 ± 1.4 lb
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that meet the following minimum material property requirements when tested in accordance with the indicated Standard appropriate to the material. PROPERTY STANDARD TEST VALUE Slip Resistance FM, 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss5270000.pdf?sfvrsn=8a7deb9_0SS5270000
that meet the following minimum material property requirements when tested in accordance with the indicated Standard appropriate to the material. PROPERTY STANDARD TEST VALUE Slip Resistance FM, 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss5270000.pdf?sfvrsn=ce5a2956_04001604.impl
set forth in 400-17.1 and 400-17.3, test cylinders may be prepared and tested by the Contractor, the cylinder test results indicate the minimum 28 day compressive strength shown in the Plans, concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4001604.impl.pdf?sfvrsn=b88ab757_0SS5270000
that meet the following minimum material property requirements when tested in accordance with the indicated Standard appropriate to the material. PROPERTY STANDARD TEST VALUE Slip Resistance FM, 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5270000.pdf?sfvrsn=86dce0f3_05270000.impl
property requirements when tested in accordance with the following: PROPERTY STANDARD TEST V A LUE Slip, with Section 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5270000.impl.pdf?sfvrsn=8d795fa1_0GL-06
tests for the lower course are taken and pass prior to spreading material for the top course. [Spec, of scabs and laminations. [Spec. 200-6] 18. Ensure QC and Verification Sampling and Testing
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of money testing dirt underneath grass that will grow in almost any location or condition, we’ll need to wait between finishing the dirt and grassing to see if our tests pass, and in order to assure
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