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SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp2000702sl.pdf?sfvrsn=5d34cb73_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp2000702sl.pdf?sfvrsn=4e697049_0SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-14) SUBARTICLE 200-7.2.2 is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests, , Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality Control Verification, LOT Witness Shoulder-Only, Bike/Shared Use Path and Sidewalk Construction Test Name Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp2000702sl.pdf?sfvrsn=998a3a1a_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp2000702sl.pdf?sfvrsn=ba13feb2_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp2000702sl.pdf?sfvrsn=3aecb5d1_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp2000702sl.pdf?sfvrsn=d1a374e9_0SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-14) SUBARTICLE 200-7.2.2 (Page 206) is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing, and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality Control, Thickness Three per LOT Witness Shoulder-Only, Bike/Shared Use Path and Sidewalk Construction Test Name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp2000702sl.pdf?sfvrsn=c0ced373_05600204.impl
is deleted and the following substituted: 560-2.4 Soluble Salts Test Kit: Use a soluble salts test kit in accordance with SSPC-Guide 15 utilizing a Table 1 retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all, the chloride, sulfate and nitrate concentrations on all steel surfaces using soluble salts test kits, in SSPC-TU 4. Perform the tests after washing and after each applied coat of the coating system. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/5600204.impl.pdf?sfvrsn=7a87c976_0CTQMChapter5
of a Calcium Carbide Gas Pressure Moisture Tester (FM 5-507), also known as the "Speedy Moisture Test" and report the test results on the density data forms. A checklist is used for each of these areas, 5-507 Determination of Moisture Content by Means of a Calcium Carbide Gas Pressure Moisture Tester (3) FM 5-504 Reporting Test Results on the Density Data Forms, Sampling Soils, Limerock, Cemented, : This is the QC Technician who must be qualified to perform acceptance tests such as Nuclear Density Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/old_files/ctqm151123/ctqmchapter5.pdf?sfvrsn=eaee1ac_0334LAP.resp
334-5.10.3.3 lists numerous exceptions to straightedge testing. However, for the areas that do get tested, of the independent testing lab to provide acceptance testing. Test lab can either be hired by the owner, – consider testing every 1000-1500 lineal feet of mainline paving with a minimum of 3 tests per day, Projects the contractor performs acceptance testing? Response: Contractor test results are used, to eliminate QC testing but does not speak to the requirements of 327, 330, and 337. Perhaps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/334lap.resp.pdf?sfvrsn=8807f7b8_0Section113-042214
:PhasedArrayUltrasonic Testing. 11.3.6.14. PhasedArrayInstrument:Amultichannel test instrument used, Products VolumeII:Advanced Ultrasonic Testing 11-3-1 SECTION11.3 VolumeII, of procedures for the use of Advanced Ultrasonic Testing on Florida Department of Transportation (Department, Nondestructive Testing ASTM E-2700 Standard Practice for Contact Ultrasonic Testing of Welds Using, Ultrasonic Testing Instruments and Systems ASTM E-1316 Standard Terminology for Nondestructive Examinations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section113-042214.pdf?sfvrsn=13116df_1D9710022
the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests, to a 5,000-hour exposure test in Twin-Carbon-Arc-Weather-ometer, ASTM G 23, Type D, at an operating temperature of 145ºF [63ºC]. Perform this test at 20-minute cycles consisting of 17 minutes of light and three minutes of water spray plus light. At the end of the exposure test, verify that the exposed samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9710022.pdf?sfvrsn=f5bc5e33_0D9710022
the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests, to a 5,000-hour exposure test in Twin-Carbon-Arc-Weather-ometer, ASTM G 23, Type D, at an operating temperature of 145ºF [63ºC]. Perform this test at 20-minute cycles consisting of 17 minutes of light and three minutes of water spray plus light. At the end of the exposure test, verify that the exposed samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9710022.pdf?sfvrsn=d69b20fc_06490700.comm
to do cone test anymore since efflux time reference is deleted and we’re just mixing to mfg, are mixing to the manufacturer’s recommendations, there is no need to test the grout fluidity anymore. We propose to strike the references to testing. Response, Comments: (11-20-15) You can remove the efflux testing requirement. The APL grouts have instructions, , then flow-cone testing should not be necessary. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/6490700.comm.pdf?sfvrsn=6cd309e8_04551508-724IMPL
to satisfactorily perform the testing. When a shaft contains four tubes, test every possible tube, tube pair tested with any defect zones identified on the logs and discussed in the test report, a drilled shaft is unacceptable based on the CSL test and other testing, core the shaft to allow, conditions are met: 1. Contractor tests and verifies the polymer slurry meets the property requirements, the excavation within compliance of 455-15.8.3. 3. Slurry sampling and testing is performed at intervals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4551508-724impl.pdf?sfvrsn=2c7557cc_14551508-724origind
on the TITDS tests and other testing, or observes problems during drilled shaft construction, core, required by the Engineer, perform CSL testing in accordance with ASTM D6760. Perform the test within 25, to satisfactorily perform the testing. When a shaft contains four tubes, test every possible tube combination, is unacceptable based on the CSL test and other testing, core the shaft to allow further evaluation and repair, conditions are met: 1.Contractor tests and verifies the polymer slurry meets the property
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4551508-724origind.pdf?sfvrsn=2b33bdf9_24620704.impl
component within 10% of test device volume for the 0.5 gallon test device. When testing the 6.5 gallon, , perform a fluidity test on a per batch basis. For fluidity tests done on a per batch basis, perform test, induced bleed test. (g)Donotre-start grouting operations until such time that testing shows grout, Engineer, perform a test to confirm accuracy of grouting equipment volume-measuring components each day of use before performing any grouting operations. Testing in a warehouse or similar condition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/4620704.impl.pdf?sfvrsn=25d81a99_0fm5-549
be followed when testing with a HSIP: 5.1.1 All mainline test lanes must be free of any debris, throughout the test. Use of cruise control is highly recommended. The testing speed shall be within, testing is performed. The bounce test shall be based on the schedule in Section 7.2.11. 7.2.9 Rut, that is being tested for a minimum of an additional 0.1 mile and then turn the DMI off. 8.6 Discard test, items: 10.2.1 Location and identification of test section(s). 10.2.2 Lane tested. 10.2.3 Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-549.pdf?sfvrsn=9b14723f_33460000.FHWA
5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, strength tests. Record the ambient air temperature during the test. Ensure that the concrete properties, of other core samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test, tests as the Department uses used for Verification QC testing. When using pressure type meters, use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/3460000.fhwa.pdf?sfvrsn=f318b94c_09290000.origind
concrete. The tests shall be performed as specified in 929-2.2. Sampling and testing of fly ash, supplier shall submit the proposed quality control plan, certified test reports from an approved, and satisfactory verification of the test results, the plant will be placed on the Department’s list of active, cementitious material shipments to be individually tested prior to incorporation into Department work, , or failure of quality control or verification test results. Repulpable bags may be accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9290000.origind.pdf?sfvrsn=e43c7fe7_0