9185 search results for test
D1600000
for that LOT in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test, will perform Resolution testing. The material will be sampled and tested in accordance with FM, of Test for Limerock Bearing Ratio (FM 5-515) and perform an Unsoaked LBR Test. The Engineer or the Contractor may request to use this method. If the Unsoaked LBR Test results in a failing test, then the Engineer will perform a standard Soaked LBR Test. TheContractorisresponsibletomake
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d160000072ae4485aee74464b6a59cede9a2a133.pdf?sfvrsn=db6f7f49_09740000-722origind
(NTPEP) Test Report or Independent Laboratory Test Report Testing must be conducted using, category. Independent Laboratory Test Report Color/Contrast testing as identified in Table 974-2, , and missing or partial domes. Domes and Spacing Dimensional Testing 1 Provide NTPEP Test Report, on a site provided by the Department and test the installation using an independent testing facility, -year period as tested per FM 5-622-Part B. Table 974-54 Property Documentation Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9740000-722origind.pdf?sfvrsn=bcd11c66_2Historical Item Averages 2023
LINER, SLIPLINING, 30" 0432 3 1 1 $740.00 $740.00 1.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,15" 0432 3 2 2 $876.32 $9,639.54 11.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,18" 0432 3 4 1 $1,150.00 $2,300.00 2.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,24" 0432 3 5 2 $1,657.14 $23,200.00 14.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,30" 0432 3 9 2 $2,283.92 $29,690.97 13.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,54" CESPO05 04/04/2025-14.51.39 Page: 16 Florida Department of Transportation Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/annual/pdf/historical-item-averages-2023.pdf?sfvrsn=103c0832_16200401.origind
test results for each testing location. Submit the following information on the test results: 1, by Ed Cashman to not require this testing for roadway lighting installations. The grounding, is deleted and the following substituted: 620-4 Ground Resistance Testing and Inspection. 620-4.1 Testing, earth/ground resistance, soil resistivity, and current flow. Conduct the test by using the fall, 81. If fall-of-potential tests cannot be performed, it is acceptable to measure resistance at each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/6200401.origind.pdf?sfvrsn=62c98f34_0D9160000.do
requires testing by AASHTO T-283 and the test results indicate it is not required, or the mixture, using a Dynamic Shear Rheometer (DSR). 916-1.3.3 Sampling and Testing: Specification Compliance test, and tested for Quality Control testing in accordance with 916-1.3.2. A single one quart representative, Test results shall not be included. ThereportshallconsistoftheSpecificationcompliance testing, Emulsion Grade AE-60 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Visc 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9160000.do058a2a9d52fd4720b9dcc0007e7e6715.pdf?sfvrsn=32a89438_0D9160000.do
requires testing by AASHTO T-283 and the test results indicate it is not required, or the mixture, using a Dynamic Shear Rheometer (DSR). 916-1.3.3 Sampling and Testing: Specification Compliance test, and tested for Quality Control testing in accordance with 916-1.3.2. A single one quart representative, Test results shall not be included. ThereportshallconsistoftheSpecificationcompliance testing, Emulsion Grade AE-60 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Visc 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9160000.do.pdf?sfvrsn=fd06c258_0D9160000.do
requires testing by AASHTO T-283 and the test results indicate it is not required, or the mixture, using a Dynamic Shear Rheometer (DSR). 916-1.3.3 Sampling and Testing: Specification Compliance test, and tested for Quality Control testing in accordance with 916-1.3.2. A single one quart representative, Test results shall not be included. ThereportshallconsistoftheSpecificationcompliance testing, Emulsion Grade AE-60 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Visc 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9160000.do.pdf?sfvrsn=e6ea23c1_0SS9160000
916-2.3 Reporting: Specification compliance testing results shall be reported for the tests, . Forliquidanti-stripagents,inadditiontotheabove,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test, Product Evaluation Section. Anymarked variation from the original test values for a material below, shall meet the following additional requirements: 1.Theintermediate test temperature at 10 rad/sec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2016/files/ss9160000.pdf?sfvrsn=e5caea27_09160000.impl
916-2.3 Reporting: Specification compliance testing results shall be reported for the tests, . Forliquidanti-stripagents,inadditiontotheabove,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test, Product Evaluation Section. Anymarked variation from the original test values for a material below, shall meet the following additional requirements: 1.Theintermediate test temperature at 10 rad/sec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9160000.impl.pdf?sfvrsn=aa9f0d3c_09160000.impl
for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall, . Forliquidanti-stripagents,inadditiontotheabove,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test, Product Evaluation Section. Anymarked variation from the original test values for a material below, shall meet the following additional requirements: 1.Theintermediate test temperature at 10 rad/sec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/9160000.impl.pdf?sfvrsn=d5406bb5_01600000.impl
Verification tests at the minimum frequency listed in the table below. Test Name Quality Control, will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, are used for stabilizing that are not tested in accordance with 160-3.2.1, conduct QC sampling and testing, , the Engineer will test the split sample collected in 160-4.3.1.4. The material will be tested in accordance, Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1600000.impl.pdf?sfvrsn=49b4e10e_0Walk-onItem1-SPS-10-NominationGuide
, deflection tests, etc. Estimated Date Test Sections Opened to Traffic. Indicate the expected, (tobeassignedbyFHWAifprojectisselected) A-14 TestSectionLayout TotalNumber of Test Sections Number of Test Sections, for participation, project selection requirement, and nomination procedures of test sites included, the test sections described in the experimental design document referenced above. These include a test section using conventional HMA designed according to the agency’s current mix design, and two test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/meetingminutes/dce/2014/febattachdmre/walk-onitem1-sps-10-nominationguide.pdf?sfvrsn=35e40d28_64550000.FHWA
before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, test equipment supplied by the Department within 30 days after completing the load tests, during load test setup and conducting of the load tests. Provide qualified personnel, as determined, of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4550000.fhwa.pdf?sfvrsn=9b8f7edf_05480906.impl
tests for corrosiveness at a minimum frequency of one test per soil type. SUBARTICLE 548-9.7.6, and the following substituted: 548-9.6 Frequency: Conduct 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 (QC) Verification Maximum Density One per soil type One per soil type Density One per LOT One per four LOTs for each type of QC test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/5480906.impl.pdf?sfvrsn=bb5df763_0D9260000.do
as determined by the following standard ASTM test methods. Property TestValue TestMethod Compressive, Performance Tests: (a)ForEpoxy Bonding Compounds: The performance test, upon which the acceptance of epoxy bonding compounds is based, is described below. Test specimens shall be cured, shall be tested in direct compression. The average compressive strength of the three test specimens, in field tests. If, during a one year period, more than 2% of the markers in a test site are displaced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9260000.do.pdf?sfvrsn=960437a8_09740000D02-122FHWA
. National Testing Product Evaluation Program (NTPEP) Test Report Testing must be conducted using, exposure category. Independent Laboratory Test Report Color/Contrast testing as identified in Table, Testing 1 Provide NTPEP Test Report Meets the requirements with the Americans with Disabilities Act, on a site provided by the Department and test the installation using an independent testing, , Test using one of the following: a. Locked Wheel Friction Tester - minimum FN40R value of 35
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9740000d02-122fhwa.pdf?sfvrsn=5d54584b_2D4550000
Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance, /shaftunlessshownotherwiseintheplans.Beforeload testingbegins,furnishacertificatefrom a reputable testing laboratory showing, during load test setup and conducting of the load tests. Provide qualified personnel, as determined, /Shafts: After completing testing, cut off the tested piles/shafts, which are not to be incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4550000612135c617f746d987119a5008cfef4e.pdf?sfvrsn=fa34d98d_0D4550000
Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance, /shaftunlessshownotherwiseintheplans.Beforeload testingbegins,furnishacertificatefrom a reputable testing laboratory showing, during load test setup and conducting of the load tests. Provide qualified personnel, as determined, /Shafts: After completing testing, cut off the tested piles/shafts, which are not to be incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4550000.pdf?sfvrsn=c52a4990_04551105.impl
. No payment will be made for dynamic load tests on test piles. Forstructureswith100%dynamic testing, the dynamic load tests in the pay items for test piles. 455-12.5.2 Dynamic Load Tests/ Production, load tests shown in the Plans, authorized by the Engineer, or required in 455-5.11.7, completed, load tests used to evaluate the Contractor’s driving equipment. This will generally be done on the first test pile or production pile driven on a project with each combination of proposed hammer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4551105.impl.pdf?sfvrsn=57a6dbd4_09260000IMP
of the manufacturer. 926-3.2 Performance Tests: (a) For Epoxy Bonding Compounds: The performance test, upon which the acceptance of epoxy bonding compounds is based, is described below. Test specimens shall be cured at a temperature of 73 ± 3°F [23 ± 2°C]. The epoxy compounds shall be tested for composite, to testing. The cubes shall be tested in direct compression. The average compressive strength, hereinasdeterminedbythefollowingstandardASTMtestmethods. Property TestValue TestMethod Compressive Strength Cubes 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9260000imp.pdf?sfvrsn=515bfd53_0