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4510000.resp
testing (proof, performance, and creep tests). Suggest to replace the phrase “a performance test” to “an anchor load test”. Response: Agree. Text changed to “soil anchor testing.” Change made. 5, tested anchor when the anchor is unloaded. This load is left in the anchor to keep the testing, independently commented that in the interest of safety during testing, 0.95 Fy should be changed to 0.90 Fy, at a force level greater than its design load for testing purpose. Based on the revised specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4510000-resp.pdf?sfvrsn=74c2eff8_45020605.FHWA
Number of Test Specimens: 1. Weld 30 test specimens consecutively, with optimum current and time, for production welding. 12. Weld 30 test specimens consecutively, with time held constant at optimum but with current 10% below optimum. 23. Weld 30 test specimens consecutively, with time held, and the following substituted: 502-6.6 Qualification Tests: 502-6.6.1 Tensile Tests: Subject 10 of the specimens, with 502-6.5 (3) to a tensile test. The Engineer will consider a stud qualified if all test specimens
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/5020605.fhwa.pdf?sfvrsn=de30b775_05230200.FHWA
the requirements for the QPL test deck and to provide friction testing alternatives by adding the Dynamic Friction Tester (DFT). Please review and transmit your comments, if any, within two weeks, and shoulder pavement at the crosswalk location. The test installation will be tested for skid resistance, location. The test installation will be tested in accordance with FM 5-592., in accordance with the manufacturer’s specifications and procedures has been tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5230200.fhwa.pdf?sfvrsn=8a74e229_09910000-722comm
Phone: 352-955-6654 awilda.merced@dot.state.fl.us Comments: (11-8-21 Internal) For color testing we, White: The yellowness index shall not exceed 12, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance with ASTM, , shall be a minimum of 60, tested in accordance with ASTM E1347 or ASTM E1164. Proposed language: 991-1.3.1 White: The yellowness index shall not exceed 12, tested in accordance with ASTM E313
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9910000-722comm.pdf?sfvrsn=214c0f2f_29910000-722resp
) For color testing we are recommending to update method to ASTM E1349. Method ASTM E1349 uses, language: 991-1.3.1 White: The yellowness index shall not exceed 12, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested, luminance factor, Cap Y, shall be a minimum of 60, tested in accordance with ASTM E1347 or ASTM E1164. Proposed language: 991-1.3.1 White: The yellowness index shall not exceed 12, tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9910000-722resp.pdf?sfvrsn=8b809862_25230200.impl
and shoulder pavement at the crosswalk location. The test installation will be tested in accordance with FM, in accordance with the manufacturer’s specifications and procedures has been tested in accordance, Surface Frictional Properties Using the Dynamic Friction Tester, at a speed of 40 mph (DFT40, will be contingent on a field service test demonstrating that the imprinted texture and coating materials meet, of patterned/textured pavement materials must meet or exceed one of the following test method values
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5230200.impl.pdf?sfvrsn=12139647_03340101.impl
tests to determine the acceptability of the material. Density testing for acceptance, for testing, the corresponding Quality Control test result will be considered verified, and payment, been accepted. 334-5.4.4 Individual Test Tolerances for Quality Control Testing: Terminate the LOT, will run verification tests. 334-5.5.1 Plant Testing: At the completion of each LOT, the Engineer, , and conditioned and tested as described in 334-5.1.1. The Verification test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3340101.impl.pdf?sfvrsn=c0e76a73_04551501DB.origind
-Hole Sonic Logging (CSL) Tests: Perform all CSL testing in accordance with ASTM D6760. Test all, a i l s o f s l u r r y , i n c l u d i n g p r o p o s e d methods to mix, circulate, desand, test methods, and proposed testing laboratory to document test results. 6. D e t a i l s o f p r o p o s, are observed, the Engineer may perform Independent Verification Testing/Review of the Contractor’s, , and report the test results. 13. M e t h o d s a n d e q u i p m e n t p r o p o s e d t o p r e v e n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4551501db.origind.pdf?sfvrsn=216b7688_09160000.d01.IMP
for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Sample Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, for Quality Control Testing Dynamic Shear Rheometer, AASHTO T315 G * /sin δ, Test Temperature, the date of issue. TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan07/files/9160000.d01.imp.pdf?sfvrsn=d135541b_09160000.impl
and appropriate action taken. The QC testing and location where the test will be done shall, , samples shall be obtained by the supplier and tested for QC testing in accordance with 916-1.3.2, the date of issue. TheDepartment may sample and test pre-tested cut-back asphalt from the supplier’s, settlement test. SPECIAL MS-EMULSION Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt, date of shipment. ASPHALT EMULSION PRIME (AEP) Test Conditions M i n i mum/Maximum Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9160000.impl.pdf?sfvrsn=b7582c74_0Section82V2
) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, test methods and Specifications . Makes readily available, the current certification on testing, testing machine, laboratory scales and plastic concrete test equipment. I. Identification number, and testingQuality Control (QC) Pprograms for the manufacture, storage, and transportation of the iIncidental, ), Part I Specifications, and Part II Tests, Washington, D.C Florida Department of Transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/section82v2.pdf?sfvrsn=62a746de_14130000.impl
3 (criteria of 0.75) at 1 inch level Water absorption test (ASTM C 642) 0.50% maximum/48 hours; 1.5% maximum/50 days NCHRP 244 Series II - cube test Water weight gain 85% reduction minimum, testedinaccordancewiththerequirements of this Section and meets the requirements. 3.Qualificationoftheiron, on-site friction test to determine the actual sand application rate prior to the beginning, are not achieved. Friction tests will be conducted by the State Materials Office
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4130000.impl.pdf?sfvrsn=4ad26a00_09160000.FHWA
. A QC test result outside the specification limits will require immediate sampling and testing for specification compliance and appropriate action taken. The QC testing and location where the test, that testing equipment goes out of service, the supplier may elect to test at a qualified lab identified, and test pre-tested cut-back asphalt from the supplier’s storage tank, the Contractor’s transport, EMULSIONS Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests on Emulsion: Saybolt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9160000.fhwa.pdf?sfvrsn=3042195_09160000.impl
action taken. The QC testing and location where the test will be done shall be identified, to Department projects, samples shall be obtained by the supplier and tested for QC testing, . TheDepartment may sample and test pre-tested cut-back asphalt from the supplier’s storage tank, . SPECIAL MS-EMULSION Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol, . EMULSIFIED ASPHALT GRADE CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9160000-impl.pdf?sfvrsn=7167a68d_41250901.fhwa
testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting, , reduce the Quality Control density testing to one test every two Lots by identifying the substantiating, . If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1250901.fhwa583a5f3b7af14022947cdb63a70bb5f0.pdf?sfvrsn=d80546d_01250901.FHWA
testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting, , reduce the Quality Control density testing to one test every two Lots by identifying the substantiating, . If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1250901.fhwa.pdf?sfvrsn=c0c4d339_03460301.impl
cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, and the following substituted: 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled, before performing such tests. Perform slump loss testing of the drilled shaft mix using personnel, as required by the Engineer for verification testing. When the Engineer’s verification test results, of testing the cylinder and provide the Verification testing laboratory the compressive strength test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3460301.impl.pdf?sfvrsn=f486037_0SS3460301
that the concrete exceeds a resistivity of 29 KOhm-cm at 28 days, when tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, . Inform the Engineer at least 48 hours before performing such tests. Perform slump loss testing, and testing in accordance with this Section. The acceptance sample and plastic properties tests may, the QC testing laboratory cannot input the compressive strength test results into the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss3460301.pdf?sfvrsn=f0f60169_07150603.comm
foundation is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Would add the following statement after section 346- “and verifying test results have been provided to the department, is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, per time, of waiting (say 14 days) or hiring a test lab to make and break compressive strength cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7150603.comm.pdf?sfvrsn=c92ffab4_07000800.comm
psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Would add the following statement after section 346- and verifying test results, . Determine concrete strength from tests on a minimum of two test cylinders, tested [ add **per time, . This give the contractor the option of waiting (say 14 days) or hiring a test lab to make and break, testing. The option will minimize additional cost but provide additional time prior to any loading
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7000800.comm.pdf?sfvrsn=b44bd81f_0