9191 search results for test
GL-05
exceed 500 ft. [Spec. 125-8] 25. Run QC and Verification Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 26. If Density tests fail, retest within a 5’ radius. [Spec, . 430-4] 31. Plastic and metal pipe larger than 36 in. in diameter are tested to verify, test on the first dry lift of the pipe, one on each side of the pipe. ( Earthwork Records System
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-05.pdf?sfvrsn=434c8a46_0GL-05
exceed 500 ft. [Spec. 125-8] 25. Run QC and Verification Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 26. If Density tests fail, retest within a 5’ radius. [Spec, . 430-4] 31. Plastic and metal pipe larger than 36 in. in diameter are tested to verify, test on the first dry lift of the pipe, one on each side of the pipe. ( Earthwork Records System
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-05.pdf?sfvrsn=e970c59e_0Section11.1V2-redln122
.............................................................................. 14 11.1.19 PHASED ARRAY ULTRASONIC TESTING, .......................... 16 11.1.22 LOWERED SALT TESTING, Society for Nondestructive Testing (ASNT) SNT-TC-1A, Performance Criteria for Personnel Performing Nondestructive Testing American Welding Society (AWS), Specification for AWS Accreditation, Coatings, Volume II 11.1.3 Florida Department of Transportation (FDOT) Florida Sampling and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section11-1v2-redln122.pdf?sfvrsn=a208d193_1SS9710000
a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test, elongation of 25% when tested in accordance with ASTM D 638. 971-7.9 Plastic Pull test: The stripes, passes testing may be placed on the QPL. When listed, this will be the minimum criteria, with the Department’s Sampling, Testing and Reporting Guide Schedule. 971-1. 6 Color: Materials, tested in accordance with the RCRA reference above. Provide supporting independent analytical data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9710000.pdf?sfvrsn=76104612_0SS9710000
of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 minimum, passes testing may be placed on the QPL. When listed, this will be the minimum criteria for application, with the Department’s Sampling, Testing and Reporting Guide Schedule. 971-1. 6 Color: Materials, tested in accordance with the RCRA reference above. Provide supporting independent analytical data, Test Method Specification Roundness* ASTM D 1155 Min: 70 % by weight Roundness** ASTM D 1155 Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9710000.pdf?sfvrsn=4a02f398_0SS9710000
tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1, % when tested in accordance with ASTM D 638. 971-7.9 Plastic Pull test: The stripes and markings, passes testing may be placed on the QPL. When listed, this will be the minimum criteria, with the Department’s Sampling, Testing and Reporting Guide Schedule. 971-1. 6 Color: Materials, tested in accordance with the RCRA reference above. Provide supporting independent analytical data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9710000.pdf?sfvrsn=df264713_01620000FHWA
in the plans. 162-5 Acceptance Testing. The Engineer reserves the right to waive or reduce testing, . Immediately after completion of construction operations, sample and test the prepared soil layer at a testing laboratory qualified under 105-6. A LOT is defined as 0.5 shoulder miles. Take random, . The Engineer reserves the right to take and test additional samples to determine specification compliance. For failing samples, take and test additional samples, as directed by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/1620000fhwa.pdf?sfvrsn=be592354_21620000.ind
to the depth shown in the plans. 162-5 Acceptance Testing. The Engineer reserves the right to waive or reduce testing requirements for shoulder treatment projects as defined in the Design Standards, Index No. 105. Immediately after completion of construction operations, sample and test the prepared soil layer at a testing laboratory qualified under 105-6. A LOT is defined as 0.5 shoulder miles. Take, the non comparison. The Engineer reserves the right to take and test additional samples to determine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/1620000-ind.pdf?sfvrsn=4ca0d777_21620000.origind
operations, sample and test the prepared soil layer at a testing laboratory qualified under 105-6. A LOT, Material: Place the blanket material to the depth shown in the plans. 162-5 Acceptance Testing. The Engineer reserves the right to waive or reduce testing requirements for shoulder treatment projects, and test additional samples to determine specification compliance. For failing samples, take and test, re-treatment at no additional cost to the Department. Perform additional testing of retreated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/1620000-origind.pdf?sfvrsn=99b2e17e_2CM-102-03 Portable Arrow Board
: A third party test report that demonstrates compliance with this requirement. A completed Testing, information in submittal. TERL Test Cases (Steps): PAB001 (Step 1), PAB003 (Steps 1-3) FORMTEXT, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps, in this field. Physical Inspection TERL Test Cases (Steps): PAB002 (Step 2) FORMTEXT, comments in this field. Functional Inspection TERL Test Cases (Steps): PAB004 (Steps 3, 5) FORMTEXT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-102-03-portable-arrow-board.docx?sfvrsn=58a28875_1162A000FHWA
and tested for organic matter content in accordance with AASHTO T 267 by the Engineer. When the source of added material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/162a000fhwa.pdf?sfvrsn=bd09fd98_0D3330000
331-1. 333-3.2.2 Gradation: When tested before entering the asphalt plant in the combination, requirements of 331-4.3. In addition to these requirements, include, in the mix design, test data, Additional Tests: The Engineer will apply the provisions of 331-6.4 to Type III Asphaltic Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3330000.pdf?sfvrsn=7993b33e_0IndependentContractorJuly08
. The employer-employee relationship under the FLSA is tested by "economic reality" rather than "technical, . The U.S. Supreme Court has on a number of occasions indicated that there is no single rule or test, independent contractors, who in reality should be considered employees because they do not meet the tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/wagerate/labornewsletter/attachments/independentcontractorjuly08.pdf?sfvrsn=6fe0456d_0D3330000.do
. 333-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, requirements of 331-4.3. In addition to these requirements, include, in the mix design, test data, Tests: The Engineer will apply the provisions of 331-6.4 to Type III Asphaltic Concrete. 333-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d3330000.do.pdf?sfvrsn=1dd5a5bb_0D3330000
331-1. 333-3.2.2 Gradation: When tested before entering the asphalt plant in the combination, requirements of 331-4.3. In addition to these requirements, include, in the mix design, test data, Additional Tests: The Engineer will apply the provisions of 331-6.4 to Type III Asphaltic Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d33300001d4377ec6277430d9b7f86deb00d1676.pdf?sfvrsn=69253570_0162A000ORGIN
, the top 6 inches [150 mm] of the material will be sampled and tested for organic matter content, , an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests to a minimum of 1% organic content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/162a000orgin.pdf?sfvrsn=a102343d_0D3330000.do
. 333-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, requirements of 331-4.3. In addition to these requirements, include, in the mix design, test data, Tests: The Engineer will apply the provisions of 331-6.4 to Type III Asphaltic Concrete. 333-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3330000.do.pdf?sfvrsn=41aa367b_09480203.resp
Office Comments: Table 1 contains references to tests "on the unaged as manufactured pipe, the full test protocol is finished, the plan is for the 50 year pipe to disappear. All HDPE pipe, . ****************************************************************************** Frank Kelch: Comments: My only comment is why don’t they change all of the test temperature’s from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9480203.resp.pdf?sfvrsn=235eafa_02880700.resp
tests, shouldn’t CTPB? D5 has IV’d and required VT do the drain-rate FM 5-570 test to assure, the range is applied. 2] CTPB must drain in order to function. What test and value would we use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/2880700.resp.pdf?sfvrsn=e5370aee_09850000-722impl
Only manufacturer’s facility included on NTPEP’s list of compliant producers. NTPEP Test Results, Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the methods shown. All testing and reported values, except Apparent Opening Size (AOS, : Materials for drainage applications must be tested in accordance with and meet the following physical, Aggregate Backfill f *as per AASHTO T88. Table 985-3 Drainage Geotextiles Test Methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9850000-722impl.pdf?sfvrsn=c5a19ccb_2