9274 search results for test
1050404-MM9.2VII.resp
"unsatisfactory results", is this data from a single a compressive strength test, a series of strength tests, : (11-21-16) 1. MM 9.2VII. Section 9.2.7 Design Mixes (7) Slump loss test data with an elapsed time, will require a new slump loss test. Assuming the mix design contained the same class of fly ash, loss test. Response: Statement added at the request of the concrete materials technical advisory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/1050404-mm9.2vii.resp.pdf?sfvrsn=e042e5fa_0SS9940000
. Evaluation of test samples shall be field tested in accordance with FM 5-571 for each color, with their approved usage. Samples shall be taken in accordance with the Department’s Sampling, Testing, l b e t e s t e d i n a c c o r d a nce with ASTM D4956 and the Florida Test Method, acceptance will be based on tests and verification in accordance with this Specification, FM 5-571, , Testing and Reporting Guide Schedule
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9940000050ee83915bf4d5aa4b9f6d31040fe22.pdf?sfvrsn=18b22cc3_0SS9940000
D4956. Evaluation of test samples shall be field tested in accordance with FM 5-571 for each color, shall be taken in accordance with the Department’s Sampling, Testing and Reporting Guide Schedule, o r d a nce with ASTM D4956 and the Florida Test Method for retroreflective and nonreflective, product. Final acceptance will be based on tests and verification in accordance, with the Department’s Sampling, Testing and Reporting Guide Schedule. affect the intended sign use. The process inks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9940000.pdf?sfvrsn=3082bf4a_0SS9940000
. Evaluation of test samples shall be field tested in accordance with FM 5-571 for each color, with their approved usage. Samples shall be taken in accordance with the Department’s Sampling, Testing, l b e t e s t e d i n a c c o r d a nce with ASTM D4956 and the Florida Test Method, acceptance will be based on tests and verification in accordance with this Specification, FM 5-571, , Testing and Reporting Guide Schedule
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9940000.pdf?sfvrsn=ce39db38_07150000.origind
. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Fill, . Place markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation. Upon completion of the work, test the installation to ensure that the installation, working condition. Furnish all labor, materials, and apparatus necessary for making the required tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/7150000.origind.pdf?sfvrsn=46a72800_03340104.origind
to the appropriate testing size, and conditioned and tested as described in 334-5.1.1. In lieu of the 1-1/2 hours, measured by use of the vacuum drying test machine, change reference from "CPF" to "PF”, and change, of the following QC failures occur: 1). An individual test result of a sublot for air voids does, of Table 334-5, 3.) Two consecutive test results within the same LOT for gradation or asphalt, made to correct the problem. After resuming production, sample and test the material to verify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3340104.origind.pdf?sfvrsn=9fd3ec1_03340104.FHWA
precision values for roadway density being measured by use of the vacuum drying test machine, change, ). An individual test result of a sublot for air voids does not meet the requirements of Table 334-5, consecutive test results within the same LOT for gradation or asphalt binder content do not meet, resuming production, sample and test the material to verify that the changes have corrected, test result differs by more than 0.040 from the mix design Gmm, investigate the causes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3340104.fhwa.pdf?sfvrsn=746ab769_09210200.origind
, and the silo numbers where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, for plan approval. In addition to the QC Plan, the supplier must submit test reports from an approved, to these Specifications. Upon initial QC Plan approval and receipt of the cement mill test report, the suppliers, laboratory shall perform one quality control test per day. Submit a copy of the monthly mill test report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9210200.origind.pdf?sfvrsn=21415755_01050302.comm
of performing the required ASTM test methods for laboratories testing concrete and concrete aggregates, in performance of required QC tests and statistical evaluation of QC test results. Comment- Based, Standard test method for Automated Slump Monitoring System or correlation data shall be provided to relate the standard slump test with this automated slump monitoring system. Response: 3, : 9. Section 9.2.14.1.1.1: Provide applicable ASTM and AASHTO test methods. Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/1050302.comm.pdf?sfvrsn=7640e759_01050302_MM8.1.comm
to clarify requirements for concrete field and lab testing at the production facility, specifically, for, but there is no indication to that intent. The purpose of the testing is to ensure the plant's QC plan, by the results of these samples. This testing frequency and requirements need to be clarified, Office for testing. Properly identify, tag, and store the remaining samples for future testing, , the State Materials Office will test the third sample to confirm material acceptability. The LOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302_mm8-1-comm.pdf?sfvrsn=15a221e2_43301200COMM
Testing for Surface Tolerance Username: Frank M. Kreis UserEmail: frank.kreis@dot.state.fl.us, two years by the manufacturer. 3) 33012.4.2 Test Method: Change the location of the operation of the rolling straightedge from "outside wheel path" to "centerlane" of each lane being tested, : 3301200-Surface Requirements-Acceptance Testing for Surface Tolerance Username: Kim Smith UserEmail, testing for roadways with design speeds of 50 MPH and above? That Special Provision states
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3301200comm.pdf?sfvrsn=7c3ed80b_05460200IMP
these requirements. Submit a certified test report to the Engineer indicating that the materials meet all, inspection by the Engineer with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul06/files/5460200imp.pdf?sfvrsn=afd9ef55_05460200SS
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/5460200ss.pdf?sfvrsn=afbf9227_05460200IMP
these requirements. Submit a certified test report to the Engineer indicating that the materials meet all, inspection by the Engineer with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/5460200imp.pdf?sfvrsn=3b536b28_05460200.impl
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/5460200.impl.pdf?sfvrsn=ea27bc50_0SS5460200
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss5460200.pdf?sfvrsn=8ccf6581_01050404-MM92V2.comm
) 9.2.13.2 Qualified Technicians If personnel perform concrete placment, plastic properties test, to cementitious materials ratio, they shall be certified as an ACI Concrete Field Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/1050404-mm92v2.comm.pdf?sfvrsn=e0b4dc21_01050404-MM92V2.resp
Technicians If personnel perform concrete placment, plastic properties test, such as slump, materials ratio, they shall be certified as an ACI Concrete Field Testing Technician Grade I Please
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/1050404-mm92v2.resp.pdf?sfvrsn=6d751199_05460200SS
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5460200ss838a9468ea6e464d98ccfffbee523174.pdf?sfvrsn=d38cc4e5_05460200SS
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5460200ss.pdf?sfvrsn=2f3e0c5c_0