9190 search results for test
LeeCountyCMAgreementD1
, schedules for change orders, and performance testing requirements. The CM shall advise the Owner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/cmatrisk/agreements/leecountycmagreementd1.pdf?sfvrsn=11edaa97_69930000fhwa
. Thereflectorelement shall meet the test requirements specified below. 993-1.2 Durability Tests For Type A Reflectors: (a)SealTest: The following test will be used to determine if a reflector is adequately, to be furnished. Thereflectorelement shall meet the test requirements specified below. 993-1.2 Durability Tests, tested. Failure of more than two reflectors out of 50 subjected to test shall constitute failure, for water intake. Failure of more than two of the 50 samples tested shall be cause for tentative rejection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9930000fhwa.pdf?sfvrsn=b4a43a1a_04550000.comm
testing ranges? Just wondering if this change has something to do with the fact that no one seems to be able to get FDOT certified for polymer slurry even though product documentation details proper test, wing.heung@dot.state.fl.us Comment: (7-24-12) Type: 4550000 Text: 1) For structures without tested piles, , allow the Engineer one work day after driving the dynamic load tested piles for the Engineer, meant to be 455-23.7 or 455-15.5 ? Response 3) On 455-18 and the new 455-24.4 “test hole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4550000-comm.pdf?sfvrsn=271fd082_4SS9620102
Testing: For structural steel subjected to tensile stress used for main load- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test requirements for non-fracture, ) is deleted and the following substituted: 962-8.4.2 Testing: Structural steel tubing subjected to tensile, the impact test requirements of ASTM A 709 for non-fracture and fracture critical tension components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9620102.pdf?sfvrsn=7999bb9a_0SS9620102
Testing: For structural steel subjected to tensile stress used for main load- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test requirements for non-fracture, ) is deleted and the following substituted: 962-8.4.2 Testing: Structural steel tubing subjected to tensile, the impact test requirements of ASTM A 709 for non-fracture and fracture critical tension components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9620102.pdf?sfvrsn=e3378c5e_0SS9620102
Testing: For structural steel subjected to tensile stress used for main load- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test requirements for non-fracture, ) is deleted and the following substituted: 962-8.4.2 Testing: Structural steel tubing subjected to tensile, the impact test requirements of ASTM A 709 for non-fracture and fracture critical tension components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9620102.pdf?sfvrsn=b7b6d2cd_0D9940000.do
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, instrumental color testing, shall conform to the requirements of ASTM D4956. In addition to ASTM D4956 Table, shall be tested in accordance with ASTM D882. 994-3.7 Physical Properties: The retroreflective, of this Section. The certified test report shall include test results for retroreflectivity, color
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9940000.do.pdf?sfvrsn=a4067c92_0SP4550000DBFHWA
to the satisfaction of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut, dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile stress, the fill before installing end-bent piling/shafts, except when driving specified test piling in end, temporary casings 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/sp4550000dbfhwa.pdf?sfvrsn=ffad7a4b_13300202.fhwa
by Greg Sholar of the State Materials Office to expand the minimum process control testing requirements and to exclude sidewalks and bicycle/shared use paths from straightedge testing. Please review, Control Testing Requirements: Perform, as a minimum, the following activities at the testing, production exceeds 1,000 tons, perform these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may be used to fulfill this requirement. Verify modifier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3300202.fhwa.pdf?sfvrsn=c77cd5d6_04551508.impl
to perform control tests using suitable apparatus on the mineral slurry mixture to determine the following, to the drilled shaft excavation: Perform the following tests on the mineral slurry supplied to the shaft, to be measured Range of Results at 68ºF Test Method Density 64 to 73 lb/ft (in fresh water environment, in the above table when field conditions warrant as successfully demonstrated in a test hole, the Contractor can continue to use them. Perform tests to determine density, viscosity, and pH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/4551508.impl.pdf?sfvrsn=a71ae211_0SP4550000DBD01-722FHWA
expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, driving of the test pile or reaction piles, whichever occurs last. Do not begin static load testing, with transportation to assist as required during load test setup and conducting of the load tests, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles, satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile cushion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/sp4550000dbd01-722fhwa.pdf?sfvrsn=b19fdf7e_24550510.origind
and re-drives in steel piles as dynamic tests, to reduce the frequency of slurry sampling and testing, as dynamic tests, reduce the frequency of slurry sampling and testing in shafts, reduce the time between, testing. Make each pile to be dynamically tested with externally attached instruments available, a paragraph to allow the use of instrumented set-checks/re- drives to be considered as dynamic testing, for the purpose of using a higher phi factor for 100% Dynamic Testing specified in the SDG 455-15.8.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/4550510.origind.pdf?sfvrsn=8300ca78_09320300comm
on testing for the degree of cure, it is noted that the degree of cure obtain directly from the rebar samples may be variable, and the response of the test per ASTM E2160 non-applicable. This is probably due to the relative high fiber content of the sample used in testing. Tests made from resin, 3-2. ¬ Table 3-4: removing the degree of cure test for project tests should be considered, given, pads (Section 932-2.3.2) re-testing should be stated if one of the tests per Table 3-4 fails
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/comments-responses/9320300comm.pdf?sfvrsn=b9ad3f61_2Scope of Services
required tests. 15.3 Laboratory Testing: Perform all tests in accordance with applicable testing, and Testing: Inspect, sample, test and report on Concrete Production Plants to ensure compliance, -Stress and Precast Production Facility Inspection and Testing: a. Inspect, sample, test and report, Scope Doc. November 20, 2025 1 EXHIBIT "A" District Geotechnical & Material Testing Contracts, Communication and Reporting:………………………………………………………………………………………..7 8.0 Reporting Test Results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/contract/documents/scope-of-services.pdf?sfvrsn=2536d968_4Scope of Service
and Transportation Officials (AASHTO) Test Methods • American Society for Testing and Materials (ASTM) Standards, the QC test results into the Department’s database system within one working day of the testing. Make, Testing: Perform all tests in accordance with applicable testing Standard. Comply with all, testing. 15.4Concrete Plant Inspection and Testing: Inspect, sample, test and report on Concrete, . 4.Perform Pile Dynamic Testing. 5.Provide printed/plotted (PDF) and electronic copies of test pile data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/contract/documents/scope-of-service.docx?sfvrsn=d6100b09_4SP4550100DTwoTP
Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty, of the load test data which represents the designated area. Do not begin static load testing, . Return all load 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, to the satisfaction of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp4550100dtwotp.pdf?sfvrsn=39c25e7e_43340104.impl
of gyratory molds in accordance with FM 5-585. Prior to testing volumetric samples, condition the test, Sampling and Testing Requirements: Obtain the samples in accordance with FM 1-T 168. Obtain samples, Control, one for Verification and one for Resolution testing; each sample at approximately 35 pounds. The split samples for Verification testing and Resolution testing shall be reduced in size, testing. Theasphaltcontentofthe mixture will be determined in accordance with FM 5-563. In the event
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3340104.impl.pdf?sfvrsn=1d50d18_09480203.resp
test. With this, more variables with procedures are greater, as experienced during the RR testing, and installation criteria, as well as the material testing properties. Those recommendations are listed in Chapter, sections. 3. How is “failure” defined in the Stress Crack Resistance tests? In other words, how do you determine that a specimen has failed? Response: Process is part of test method FM5-573. Calculation, to 9480203 to the HDPE testing requirements that mandates which Lab facilities are approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9480203.resp.pdf?sfvrsn=2794908e_09320200-724origind
for testing and one for verification in the event of a failing test result. LOTs will be sampled, be equal to the average test result from all three LOTs minus three standard deviations. n – Tests, or discontinuities and without damage to the material. Materials for pavement joints shall be tested, shall be measured perpendicular to the side of the sealant showing the defect. At least two test, two test samples in a group of three representing a given sample of sealant shall meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9320200-724origind.pdf?sfvrsn=32f5b967_1GL-04
and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test verify this? [Spec 120-10] 10. Does the CEI have an appropriate process to ensure that the correct proctor is used when density tests results are evaluated for material, . Has the CEI enforced the requirement that all required density test results are documented, exceed plan limits, are extra tests taken? [160-4] 28. For any area where the bearing value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-04.pdf?sfvrsn=baae566b_0