9274 search results for test
1450601FHWA
: 145-6.2.1.4 Density Testing Requirements: Meet the requirements of 120-10.2.21.4.2 except as modified, will conduct Verification tests to accept all materials and work associated with 145-6.2. SUBARTICLE 145-6.4 is deleted and the following substituted: 145-6.4 Payment for Resolution Tests: Meet, Maximum Density Determination: The Engineer will verify the QC test results in accordance, selects the optional acceptance criteria, the Engineer will verify the QC test results of FM 1-T099
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1450601fhwa.pdf?sfvrsn=35f38b6_1SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-16) SUBARTICLE 160-4.2.4 is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling 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. Test Name QualityControl Verification Verification for Shoulder Only, Shared Use Path and Sidewalk Construction Modified Proctor Maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp1600402sl.pdf?sfvrsn=eceb7ee_2SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling 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. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp1600402sl.pdf?sfvrsn=ddd76eb4_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling 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. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp1600402sl.pdf?sfvrsn=bdf00cfe_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-13) SUBARTICLE 160-4.2.4 (Page 194) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling 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. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1600402sl.pdf?sfvrsn=cc9adb59_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-14) SUBARTICLE 160-4.2.4 (Page 196) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling 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. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp1600402sl.pdf?sfvrsn=b765115c_09930000-722impl
white. The yellowness index shall not exceed 12 when 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, the name of the manufacturer, Name of product, APL number, National Testing Product Evaluation Program (NTPEP) Test Report For flexible post delineators: NTPEP Evaluation of Temporary Traffic, with no delaminating. No post shall split, crack, break, or separate from base. Posts shall be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9930000-722impl.pdf?sfvrsn=6883da0b_24550517DB.FHWA
qualified drilled shaft inspector to perform testing. The Department may also perform comparison tests, drilled shaft inspector to perform testing. The Department may also perform comparison tests. Provide, to support miscellaneous structures, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid in the shaft prior to placing the concrete. Take samples, as follows: The Engineer will not require tests for pH, viscosity or minimum density when slurry has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4550517db.fhwa.pdf?sfvrsn=2548c680_0SS3300000
not suitable for testing with the Laser Profiler will be tested and accepted with the straightedge, Minimum Process Control Testing Requirements: Perform, as a inimu,thefoll mmng activities at the testing frequencies provided below: Asphalt Plant 1.AsphaltMix:Determine the asphalt binder content, Test one sample per 1000 tons of incoming material (prior ple ut ntractor) for rocessontro that the daily production exceeds 1,000 tons, perform these tests a minimum of two tim per day. Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss3300000.pdf?sfvrsn=5f7888b9_05480206-724IMPL
of Sections 105 and 120 except as noted within this Section. Have the backfill material tested, independent testing laboratory prior to placement. Submit a certification, signed and sealed, that meets the following electro-chemical test criteria for determining corrosiveness: Table 548-1 Electro-Chemical Test Criteria Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/5480206-724impl.pdf?sfvrsn=87d1cb36_17840000IMP
:(DAT and Production Testing) High-Temperature Low- Voltage Tests. 7.TestG:Test Termination (All Tests). 8.TestH:AppraisalofEquipment under Test. 784-1.4.3 Field Testing: Once the MFES has been, - Voltage Tests. 6.TestF:(DAT and Production Testing) High-Temperature Low- Voltage Tests. 7.TestG:Test, and Production Testing) High-Temperature Low-Voltage Tests. 7.TestG:Test Termination (All Tests). 8.TestH, Testing) Low-Temperature Low- Voltage Tests. 4.TestD:(DATandProduction Testing) Low-Temperature High
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7840000imp.pdf?sfvrsn=ac2dbb79_0dce2700
Construction Engineers SUBJECT: TEST PROJECT FOR SMOOTHNESS SPECIFICATION A copy of the Smoothness, . Prior to statewide implementation, I would like to try this specification on one or two test, constant speed can be maintained to minimize the effect of braking and acceleration of the test vehicle, in accordance with ASTM E 1489. Only those Lots actually tested in accordance with this subarticle will be eligible for bid price adjustments. Excluded from testing are acceleration and deceleration lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2000/dce2700.pdf?sfvrsn=ef3753c2_09600000.FHWA
Reference Laboratory (AMRL). 960-3.2 Testing Requirements: 960-3.2.1 System Pressure Test, requires two additional tests beyond the Grout Containment Assembly Pressure Test requirements, ) For bar systems, modify system test length to fifteen feet (15 feet). (c) For systems being tested, radius for duct through testing. Test consists of a modified duct wear test as described in Chapter, , and that all tests were performed to applicable American Society of Testing and Materials (ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9600000.fhwa.pdf?sfvrsn=7406919b_05230100-122FHWA
and procedures, has been tested in accordance with ASTM E-303 using the British Pendulum Tester and has, at the crosswalk location. The test installation shall be tested by the manufacturer in accordance, . For products proposed for use in vehicular traffic areas, independent test data verifying the material meets, with the manufacturer’s specifications and procedures, has been tested in accordance with either, Surface Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed of 40 mph (DFT40
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/5230100-122fhwa.pdf?sfvrsn=c4388c81_21200000.FHWA
, reduce the QC density testing to one test every two LOTs by identifying the substantiating tests, full LOT. Perform five QC tests at random locations within the test section. All five QC tests, in compaction effort or soil classification, failing QC test or when the QC tests cannot, Quality Control data when test results meet the following conditions: Quality Control tests must, moisture content by sampling and testing the material in accordance with the specified test method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa.pdf?sfvrsn=818c8922_01620000ORGIN
to the Department. Immediately after spreading and mixing, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test sampled material for organic matter content and pH, sample. Test results will be averaged for each shoulder mile [2 kilometers] or increment thereof to determine specification compliance. Out of tolerance individual tests to a minimum of 1% organic, . The Engineer reserves the right to take and test additional samples to determine specification compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul06/files/1620000orgin.pdf?sfvrsn=22e45786_0Section61-100614
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania, tests derived from existing test methods may be developed and implemented by the plant for QC/QA, identified and tested. All successful tests shall be included in the quality control plan for each, , and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling Sampling and Testing Manual, Florida Department of Topic No.: 675-000-000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section61-100614.pdf?sfvrsn=49e9ea47_1Section6.1_100614
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania, tests derived from existing test methods may be developed and implemented by the plant for QC/QA, identified and tested. All successful tests shall be included in the quality control plan for each, , and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling Sampling and Testing Manual, Florida Department of Topic No.: 675-000-000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section6-1_100614.pdf?sfvrsn=6b76e46b_1section61-051214
that the testing equipment is maintained and calibrated in accordance with the applicable test, shall include the quality control test methods, inspections, and minimum frequency of tests, to the frequency of tests based on the performance history of the plant. Index tests derived from existing test, of gasket, serial number of gasket, date of test and who witnessed the tests. Successful hydrostatic tests will support continued usage of gaskets identified and tested. All successful tests shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section61-051214.pdf?sfvrsn=c4a7c1b_1CR-07A
test results are documented and plotted on the Control Charts, which are posted in the lab. Verify, of and enforcing the requirements that when an individual QC test result of a sublot for air voids, be stopped until the problem is adequately resolved. The material represented by the failing test result shall be evaluated in accordance with 334-5.9.5. If two consecutive QC tests for gradation (P -200, represented by the failing test result shall be evaluated in accordance with 334-5.9.5. [Spec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1516/cr-07a.pdf?sfvrsn=92206562_0