9185 search results for test
SS3300000
areas not suitable for testing with the Laser Profiler will be tested and accepted, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where, Process 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/specifications/by-year/2010/january-2010/workbook/ss3300000.pdf?sfvrsn=ebd409a8_03300000.impl
areas not suitable for testing with the Laser Profiler will be tested and accepted, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where, Process 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/jan10/files/3300000.impl.pdf?sfvrsn=e7632676_0SP1050813DB
load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, using the test methods that will be utilized on the project. 105-8.13.4 Dynamic Testing Operator, . Provide qualified and trained personnel to perform foundation testing, inspection, testing, load testing and non-destructive testing personnel to be used on the project for acceptance, from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests) used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/design-build/sp1050813db.pdf?sfvrsn=56425052_1SP1050813DB
load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, using the test methods that will be utilized on the project. 105-8.13.4 Dynamic Testing Operator, . Provide qualified and trained personnel to perform foundation testing, inspection, testing, load testing and non-destructive testing personnel to be used on the project for acceptance, from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests) used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/design-build/sp1050813db.pdf?sfvrsn=38a20a6d_1FM 3-D4380
FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 March 10, 2025 FM 3-D4380 1 Florida Method of Test for Density of Slurry (Mud Weight) Designation: FM 3-D4380 FM 3-D4380 is identical to ASTM D4380 except that the mineral slurry to be tested shall consist of processed attapulgite or bentonite clays, and the temperature of the slurry (using a 0-105 C thermometer) shall be measured and recorded on the Drilling Mud
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm-3-d4380.pdf?sfvrsn=9431f7d2_19160203.impl
and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing, PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value Superpave PG, ) (d) Maximum 75 degrees Separation 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9160203.impl.pdf?sfvrsn=7c09336a_0Section61V2-724cln
for Testing and Materials (ASTM) Standard Test Methods and Specifications. American Association of State, of Product Qualification Testing Submit test reports from a qualified independent lab to the SMO, testing along with corresponding mill certifications, Certificates of Analysis (COA) and test reports, on the performance history of the Production Facility. Index tests derived from existing test methods may, hydrostatic tests in accordance with the joint testing procedure specified in ASTM A760 ; deflect one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section61v2-724cln.pdf?sfvrsn=174668f2_12000702.origind
Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, Verification split sample for testing. Verification Test results will be used for material acceptance, requirements are that the Contractor takes a project sample to test the laboratory Modified Proctor, by eliminating testing costs and streamlining the construction process. With whom have you discussed, is expanded by the following: 200-7.2.3 Pit Proctor: In lieu of Modified Proctor Maximum Density testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/2000702.origind.pdf?sfvrsn=8addaace_0fdot-bec97-rpt
mixes, the APA and HT-IDT tests were able to discriminate mixes among the different production construction scenarios and that both tests have a fair correlation. For FC-5 mixes, the Cantabro test, and testing in-place materials, what types of samples are taken, and what tests are run? Figure, of current FDOT practices to evaluate defective materials and whether additional test procedures, suggest that the APA, HT-IDT, and Cantabro tests could be used to improve current FDOT practices
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bec97-rpt.pdf?sfvrsn=6ab89703_33460000.impl
. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before, with the aggregate distribution of other core samples. Perform surface resistivity tests on the core samples or test, to be tested. Record and certify test results for correction factors for each type of aggregate, Concrete Sampling and Testing. QC tests include air content, temperature, slump, and preparing, for verification testing. When the Engineer’s verification test results do not compare with the QC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/3460000.impl.pdf?sfvrsn=785cf5ee_07000105.impl
test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test, be automatically tested once a day. Ensure that the pixel status test determines the functional, Tests: Conduct an approved, stand-alone equipment installation test at the field site. Test all stand, calendar days prior to all tests to permit the Engineer or their representative to observe each test, : 700-4.20 System Testing: Conduct approved DMS system tests on the field equipment with the master
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/7000105.impl.pdf?sfvrsn=1049043f_09750900Comm2Post2
, this referenced test method should be Cyclic Weather Testing. Also, a Delta E of 1 will exclude all, service. Also, ASTM D 1308 states that the duration of testing should be agreed upon by the tester, section 975-9 and the application section 563. Both are calling for different abrasion testing, will not withstand abrasion testing. They also are not formulated for color or gloss. The revision would, to 5 Delta E's. 7) The Fluid resistance test is not necessary and is overkill. The Methyl Ethyl
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9750900comm2post2.pdf?sfvrsn=740590f2_09750900.comm
. To be consistent with AASHTO R-31, this referenced test method should be Cyclic Weather Testing. Also, of testing should be agreed upon by the tester and the manufacturer. If this method is to be retained, are calling for different abrasion testing (redundant) and there are conflicting VOC requirements. This sub, of a paraffin wax, these products will not withstand abrasion testing. They also are not formulated, removal or something in the order of 3 to 5 Delta E's. 7) The Fluid resistance test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9750900.comm.pdf?sfvrsn=d5ecedc2_09910100-723FHWA
for the category of High Speed Applications and for hot weather test temperature only. Impact tests shall, Specification. The changes are proposed by David Amato to revise testing requirements for tubular markers to reflect recent changes to the test vehicle used by NTPEP. The category of "Standard, White: The yellowness index shall not exceed 12, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9910100-723fhwa01270d77f94d4941896f5f6cf9177072.pdf?sfvrsn=a76a4444_23460000.FHWA
5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft, . Perform surface resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection, 5-578 *Use the same type of meter for QC tests as the Department uses for Verification testing. When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3460000.fhwa.pdf?sfvrsn=cbceda72_0BestMaintPracticesSWRunoff
ConductingaSamplingCampaign Becauseoftheintermittentnatureofstormwaterandurbanrunoff,testingofcharacteristicsis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/rdw/bestmaintpracticesswrunoff.pdf?sfvrsn=3e4e5e53_09160302FHWA
, the cement mixing test will be waived. For tack products, the minimum testing requirements shall, emulsions, or as specified in the Producer’s QC Plan. For anionic emulsions, the cement mixing test will be waived. For tack products, the minimum testing requirements shall include percent residue, naphtha content (as needed), one-day storage stability, sieve test, Saybolt Furol viscosity, original DSR, re-emulsification (FM 5-624), and solubility (on an annual basis). Residue testing shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9160302fhwa.pdf?sfvrsn=1bac8622_19290200.FHWA
of ASTM C-618, and to accept silica fume by certification instead of by submitting monthly test results, of ASTM C-618, Class C or Class F Fly ash. Sampling and testing of fly ash shall follow, , the test results shall verify improved or comparable strength, sulfate resistance, corrosion, ash concrete. The strength and durability tests of concrete shall be performed in accordance, with coal, or the burning of industrial or municipal garbage in incinerators. Sampling and testing of fly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9290200.fhwa.pdf?sfvrsn=1c5483_04300000Respon2
are to be hydrostatically tests with joints in a deflected position. RCP and FCP pipes are tested per ASTM C443, your language, ensure that the pipe joints have been hydrostatically tested at the plant, the Department for this apparent relaxation in metal pipe joint performance in plant testing. At that meeting, Hydrostatic Plant Test Per both the current and proposed specifications Sections 430, 449, and 948, all pipe types are to be hydrostatically tested with joints in straight alignment at the respective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/4300000respon2.pdf?sfvrsn=17347121_09240000FHWA
test result limits for calcium nitrite concrete tested in accordance with ASTM G109: Maximum, concrete tested in accordance with ASTM G109: Maximum Allowable Test Results of Calcium Nitrite Concrete, an application is accordance with Section 6 and include product data sheets, certified independent test data, on this list, will be permitted without further testing. – ASTM G109 and the requirements, that the product has been given contingent approval, as evidenced by previous tests and apparent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9240000fhwa.pdf?sfvrsn=d6293f7c_2