9191 search results for test
DEV688RWIS (10-27-22)
Testing. Develop and submit a testing procedure that includes an environmental sensor-to-RPU test, a remote-to-central communication test, and a systems operational test. Notify the Engineer a minimum of 10 calendar days before the start of any tests. Provide and submit evidence of the following, discrepancies found during testing, along with descriptions of installation locations, successful test, during and after being subjected to the environmental testing procedures described in NEMA TS 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev688rwis-(10-27-22).pdf?sfvrsn=7419553b_19160203.origind
Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method, Test, ASTM D 7173-14 and Softening Point, AASHTO T 53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue (AASHTO T 240-09) Rolling Thin Film
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9160203.origind.pdf?sfvrsn=96f6d506_09600202.impl
the credentials described in this Section to perform all testing and to submit certified test reports, a minimum failure time of three hours when tested for stress crack resistance using ASTM F2136, . Conform all testing procedures used for materials or components to applicable American Society of Testing and Materials (ASTM) and International Federation of Structural Concrete (fib, : 960-3.2.1.1FillerContainmentAssembly Pressure Test: 1.Assemble anchorage and anchorage cap
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9600202.impl.pdf?sfvrsn=11e17879_09900202.resp
to NTPEP for additional testing, would FDOT conduct a field test deck to test the removability? Response: FDOT will consider this option and will require a change in the FM Test Method. No change made, ) There is no provision in 5-541, at present, for the material to be tested by Product Evaluation on a field test deck, matthew@cloverleafcorp.com Comments: Regarding 990-4.11, I note that FM test method 5-541 no longer has provisions for a test deck for removable tape, but instead just reverts back to NTPEP test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9900202.resp.pdf?sfvrsn=38a4f3b7_0D1040006.do
[2 m/sec] as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion control blankets meet, for product identification. The manufacturers test records shall be made available to the Department upon
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materials? The NTPEP Datamine has current independent test data for all of their approved fabrics, : We already accept NTPEP test results. However, NTPEP does not certify materials for any particular, 985-3.1 Product Acceptance. Response: 985-2.2 (Materials) states the testing and physical requirements. In some instances, tests not performed by NTPEP are required. In 985-3.1 (Product Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/9850202.resp.pdf?sfvrsn=2cecf4a7_012_Construction_Redlines
of the specifications. 12.4.3 Control by Samples and Tests 12.4.3.1 Materials to be Tested, Samples, and Quality Requirements . ..................... 12–8 12.4.2 Inspection and Tests at Source of Supply ........................... 12–8 12.4.3 Control by Samples and Tests, incorporated into the project were properly tested/certified. All construction projects require, methods of sampling and testing shall be implemented to provide for the control and placement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/12_construction_redlines.pdf?sfvrsn=303eade8_5Base Thick Lift Report
on results of density tests and stiffness measurements on two test sections each of the length of one, within the test section. All QC tests vii and a Department Verification test performed on the first, density tests at five random locations within the test section. At each location, test the top 6-inch, the test section. FWD testing will be conducted in accordance with ASTM D4694. Construct the second, compaction of the thick lift, perform QC density tests at five random locations within the test section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/engineers/research/base-thick-lift-report.pdf?sfvrsn=b67c5610_04550511-722indorig
to supervise field testing and report the test results. 13. Methods and equipment proposed to prevent, schedule for test shaft installation, load tests and production shaft installation. 17. Other, : For foundations requiring 100% dynamic testing, the Engineer will determine the bearing of all piles using the data received from dynamic load testing equipment utilizing internally or externally mounted, testing, the Engineer will determine the number of blows required to provide the required bearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4550511-722indorig.pdf?sfvrsn=b1a6022e_13460302.origind
of the 28 day compressive strength tests. Core strength test results obtained from the structure, placing drilled shaft concrete. Obtain slump loss tests results demonstrating that the drilled shaft, loss test at the anticipated ambient temperature for drilled shaft placements greater than 30 cubic yards and an elapsed time of greater than five hours. Obtain slump loss test results from an approved laboratory or from a field demonstration. Slump loss test results for drilled shafts requiring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/3460302.origind.pdf?sfvrsn=9559a682_09910105-724FHWA
and for hot weather test temperature only. Impact tests shall be performed only on tubular markers, Applications and for hot weather test temperature only. Impact tests shall be performed only, 991-1.5 s deleted and the following substituted: 991-1.5 Product Testing: Manufacturers seeking evaluation of Tubular Markers not listed on the APL must include test reports from the National, of this Section. NTPEP impact testing must be performed on concrete in accordance with NTPEP Evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9910105-724fhwa.pdf?sfvrsn=7a2d897b_19750000.comm
manufacturers to have product testing complete, reported and on the test deck by July 2009 unless the SMO has, Powell Comment: 975-1.3. Should lab test results, test panels for outdoor testing, and wet samples, resistance testing. Per NTPEP testing, current testing by the coating suppliers for bridge projects for the various DOT’s referencing NTPEP testing has been done in accordance with federal color number, for the coating suppliers to address panel preparation and lab testing of the proposed coatings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9750000.comm.pdf?sfvrsn=769421d4_09750000.comm
manufacturers to have product testing complete, reported and on the test deck by July 2009 unless the SMO has, Powell Comment: 975-1.3. Should lab test results, test panels for outdoor testing, and wet samples, resistance testing. Per NTPEP testing, current testing by the coating suppliers for bridge projects for the various DOT’s referencing NTPEP testing has been done in accordance with federal color number, for the coating suppliers to address panel preparation and lab testing of the proposed coatings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9750000.comm.pdf?sfvrsn=7bc73513_02000000respon
of place in a system based on random selection of test locations at set frequencies. Consider adding a frequency for the bottom tests. Perhaps every third or fourth test should be on the bottom, be calculated by proportion using a full depth test and a top half test? Two tests in the same hole are easy, . 200-5.2 Para 3: Which test will be verified? The full depth or the bottom 6" or both? Does the Verification test need to compare as well as pass? RESPONSE: This will be clarified in the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/2000000respon.pdf?sfvrsn=2da45843_09711004.FHWA
substituted: 971-10.4 Physical Requirements: Laboratory samples shall be tested in accordance with ASTM D4960 and shall meet the following criteria: Property Test Method Minimum Maximum Softening, initial skid resistance value of 55 BPN when tested in accordance to ASTM E303. 9711004 All Jobs, : 971-10.4 Physical Requirements: Laboratory samples shall be tested in accordance with ASTM D4960 and shall meet the following criteria: Property Test Method Minimum Maximum Softening Point ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9711004.fhwa.pdf?sfvrsn=6dff6ee7_0DEV416-937PIAS (8-20-24)
static tension tests to prevent damage to the surrounding concrete. A restrained test is defined, for testing, except if there are three or less in the LOT, in which case, test all anchors or dowels, per LOT. For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, o r i z a t i o n 416-6 Field Testing of Post-Installed Anchor Systems and Dowels. 416-6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev416-937pias-(8-20-24).pdf?sfvrsn=e2037466_2fm1-t209
the results of two properly conducted tests. For single-operator precision, a test result is defined, Gainesville, Florida 32609 September 10, 2025 FM 1-T 209 1 Florida Method of Test for Maximum Specific, shall be equipped with an adjustable valve to regulate the level of vacuum during testing. 3.6, and monitors the vacuum pressure, vacuum time, and shaker frequency may be used, provided all of the testing, Mixtures. The test sample shall consist of two specimens of approximately 1000 g to 1100 g each. 5
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Specifications is deleted and the following substituted: 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below, 1,000 tons, perform these tests a minimum of two times per day. Quality Control tests used, : Test one sample for gradation per 1,000 tons of incoming aggregate, as it is stockpiled. 3. Aggregate moisture content from stockpiles or combined cold feed aggregate - one per day. 4. RAP: Test one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/3300202.origind.pdf?sfvrsn=aa5b5bd7_0resolutioncosts(Current Year)
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous, ) and Mechanical Analysis (FM1-T030) Per gradation $211.67 Soil Lab Test Name Quantity Test Cost, Size Analysis (AASHTO T 88) Per sample $74.28 Aggregate Lab Test Name Quantity Test Cost Coarse, $57.42 Physical Lab Test Name Quantity Test Cost Core Breaks (ASTM C42) Per Core $56.27 Chemical Lab Test Name Quantity Test Cost Acid insol (FM 5-510) Per sample $120.00 Chloride in Soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/resolutioncosts(current-year).pdf?sfvrsn=78683bec_1resolutioncosts(25-26)
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous, ) and Mechanical Analysis (FM1-T030) Per gradation $211.67 Soil Lab Test Name Quantity Test Cost, Size Analysis (AASHTO T 88) Per sample $74.28 Aggregate Lab Test Name Quantity Test Cost Coarse, $57.42 Physical Lab Test Name Quantity Test Cost Core Breaks (ASTM C42) Per Core $56.27 Chemical Lab Test Name Quantity Test Cost Acid insol (FM 5-510) Per sample $120.00 Chloride in Soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/resolutioncosts(25-26).pdf?sfvrsn=71aceff9_1