8978 search results for test
4100301.FHWA
for sampling and testing which now allows both test cylinder sizes. Please review and transmit, General: Meet the requirements of Section 346, except as modified herein: Prepare, cure, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, provided that it meets, . Expose shipping strength test cylinders to the same curing conditions as the precast concrete box
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4100301.fhwa.pdf?sfvrsn=f2c5b1b5_04130302-722resp
below. We still need to discuss the Contractors doing Friction Testing. No concerns, just a question, I, not sold on us doing the friction test? Also this spec is very prescriptive using products that they tested and being inspected by CEI’s if we put down the way they tell us to should be responsible if the friction test does not pass? Response: Thank you for looking over the currently proposed, in greater detail for the next revision cycle. I’m primarily involved with the laboratory testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/4130302-722resp.pdf?sfvrsn=3e47f391_24550503.resp
Testing, then CSL testing will be required with no separate payment.” The sentence currently added to 455-23.10 does not capture this intent. “When CSL testing is requested by the Engineer, the quantity of CSL tests to be paid for will be the number of drilled shafts accepted based on CSL tests.” If this sentence is intended to address additional testing requested by the Engineer, it should, ; if the testing reveals no problem, the testing is paid as unforeseen work” Per the discussion, the CSL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/4550503.resp.pdf?sfvrsn=75f4623_09850200.FHWA
mechanical joint strength test results to be approved if they will not be spliced during installation, remove sewn strength testing; add unit weight test result to APL submittal and reduce strength, by tests performed by Utah State University, Texas Transportation Institute or an independent testing, physical properties. 985-2.2 Physical Requirements: Each geosynthetic material shall be tested, application type. All testing and reported values, except apparent opening size (AOS), are to be minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9850200.fhwa.pdf?sfvrsn=8db93a30_09850200.FHWA2
missing mechanical joint strength test results to be approved if they will not be spliced during installation, remove sewn strength testing; add unit weight test result to APL submittal and reduce, Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9850200.fhwa2.pdf?sfvrsn=59682643_09320303.comm
bar tests? Response: 2. “representing a random production LOT, per bar size” Response: 3. Three, ). Note, many suppliers already tested to the CSA standard, so should be able to supply data without need to re-test. Response: 5. Creep rupture - suggest including a creep rupture test - ACI 440-3R, doug@hughesbros.com Comments: (6-27-17) Table 3-2 the Test Method for Glass Transition Temperature, ".. which give three very different values. Consider revision of the Tg test method to be consistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/9320303.comm.pdf?sfvrsn=40eaf0a6_01200000.FHWA-REVISED
area. The Engineer will determine test locations, collect samples, and perform tests to investigate, section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2, the QC tests cannot be verified, construct a new test section. The Contractor may elect to place, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa-revised.pdf?sfvrsn=6f8b56a5_04530405.FHWA
(open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, test shall have a compressive strength of at least 4,500 psi at 28 days when tested to ASTM C39, and 14 days for slow set epoxies) prior to testing. Forslow-setepoxy,anadditional test specimen shall, ) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, set epoxies) prior to testing. Forslow-setepoxy,anadditional test specimen shall be made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4530405.fhwa.pdf?sfvrsn=eb6d6cf5_0SS9300000
, including tests of freshly mixed concrete, before or during the test, or both, whichever, . Visually examine all specimens representing a given test at a given age after testing, and should any, before or after testing, the entire test shall be disregarded and repeated. The test result reported shall be the average of the individual test results of the specimens tested or, in the event that one, of testing.. ** Initial time of set for MAPC will be tested in accordance with ASTM C-191
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9300000.pdf?sfvrsn=13f9e386_09300000.impl
, including tests of freshly mixed concrete, before or during the test, or both, whichever, . Visually examine all specimens representing a given test at a given age after testing, and should any, before or after testing, the entire test shall be disregarded and repeated. The test result reported shall be the average of the individual test results of the specimens tested or, in the event that one, of testing.. ** Initial time of set for MAPC will be tested in accordance with ASTM C-191
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9300000.impl.pdf?sfvrsn=dce975b3_0GL-07A
tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5 and 330-2] 15. Thetesting, will facilitate multiple tests being run simultaneously by two technicians. [Spec. 320-2] 17. Thelighting, of the laboratory testing equipment is performed in accordance with manufacturer’s recommendations, and testing equipment and supplies for performing quality control, acceptance and verification sampling and testing. [Spec. 320- 2] 20. Thegradations of incoming aggregate (including RAP and each size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-07a.pdf?sfvrsn=3a17077d_04610100int
control procedures as those used for prequalification testing. 461-6.2 Long-Term Proof Load Test, have been tested as defined herein.Long-term deterioration testing requirements will be considered, /A Summary: Long-Term Deterioration (LTD) testing for multirotational bearings is being moved from, manufacturers will be required to have a valid LTD test to remain on the Production Facility Listing. Justification: LTD testing is time-consuming which can cause delays when required at the project level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4610100int.pdf?sfvrsn=c8725269_14610100ind
control procedures as those used for prequalification testing. 461-6.2 Long-Term Proof Load Test, have been tested as defined herein.Long-term deterioration testing requirements will be considered, /A Summary: Long-Term Deterioration (LTD) testing for multirotational bearings is being moved from, manufacturers will be required to have a valid LTD test to remain on the Production Facility Listing. Justification: LTD testing is time-consuming which can cause delays when required at the project level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4610100ind.pdf?sfvrsn=4e8538e3_19930000-722impl
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_29160201-122origind
laboratory for testing. Provide test results to the SMO. 4. Use the newly blended binder only after, : Specification compliance testing results shall be reported for the tests in Table 916-1 below, . For anionic emulsions, the cement mixing test will be waived. For tack products, the minimum testing, specification change. The changes are proposed by Wayne Rilko to update language to conform to AASHTO tests and references, and to clarify tack samples from the distributor shall be tested by the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9160201-122origind.pdf?sfvrsn=f2e8bbfe_22005_Measuring Pavement Friction Characteristics at Variable Speeds for Added Safety
conducted standard friction tests on state roadways since 1958. The first Pavement Friction Testing Unit, is obtained from this test. All pavement friction testing currently performed by FDOT is conducted, to accommodate variable testing speeds, comparable to the speed limit of the facility being tested. 2.0, flow and distribution during testing. The units are also checked for repeatability on five test, ) July 31, 2005 4 FIG. 1-Typical FDOT Pavement Friction Testing Unit Performing a Test FIG. 2-Ribbed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2005_measuring-pavement-friction-characteristics-at-variable-speeds-for-added-safety.pdf?sfvrsn=37243490_1Section121V2-724cln
deficiencies. 12.1.6.3 Review of Product Qualification Testing Submit to the SMO, a test report, shape does not allow for the tensile testing of one of its straight portions, test specimens produced, -to-batch basis and tested to verify the accuracy of suppliers' laboratory reports. Sample testing may, identified in the producer’s QCP. Testing frequency shall be based on historical test results and may, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section121v2-724cln.pdf?sfvrsn=b3a2ba07_1Section121V2-724
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C. Field Sampling and Testing Manual, Florida Department, Qualification Testing Submit to the State Materials Office (SMO), a test report of the physical, not allow for the tensile testing of one of its straight portions, test specimens produced, and tested to verify the accuracy of suppliers' laboratory reports. Sample testing may be performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section121v2-724.pdf?sfvrsn=ba003e6c_1Section121V2-726
and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods, deficiencies. 12.1.6.3 REVIEW OF PRODUCT QUALIFICATION TESTING Submit to the SMO, a test report, that the testing equipment is maintained and calibrated in accordance with the applicable test, . Testing frequency shall be based on historical test results and may be decreased over time, QUALITY CONTROL TESTS The QCP shall include the test methods, inspections, and minimum frequencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/section121v2-726.pdf?sfvrsn=af832411_21620000FHWA
, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, . Immediatelyaftercompletionofconstructionoperations,sample and test the prepared soil layer at a testing laboratory qualified under, material changes, the Engineer will require an additional sample. Test results will be averaged for each, of tolerance individual tests to a minimum of 1% organic content and pH values within an extended range, for organic content and pH are obtained. The Engineer reserves the right to take and test additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1620000fhwa.pdf?sfvrsn=1f04740f_0