9274 search results for test
SS9290000
, certified test reports from an approved independent laboratory acceptable to the State Materials, cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling and testing of fly ash shall follow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss9290000dddd9473af354d5291f95862498bb3bc.pdf?sfvrsn=5647855b_09600202resp
tested for stress crack at an applied stress of 600 psi This testing criteria, similar to the comments, resistance This testing criteria has been revised multiple times over the evolution of the Florida DOT specifications: 1. 9-26-2002 Revision on 2-20-2003 “Test the finished material, shall have an endurance rating of not less than 192 hours”. 2. Revision 5-7-2003 Test the finished, hours. 3. Revision 10-15-2003 Test the finished polyolefin material for stress crack resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9600202resp.pdf?sfvrsn=2efc027a_2D9240000.do
on Department projects. Admixtures included on this list, will be permitted without further testing, given contingent approval, as evidenced by previous tests and apparent effectiveness under field, e r t i f i c a t i o n : M a n u f a c t u r e r s o f a d mixtures shall provide certified test, (CCRL) on a regular basis for applicable tests, with all deficiencies corrected for QPL approval, and other metallic components. The calcium nitrite supplier shall furnish the Engineer with test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9240000.do.pdf?sfvrsn=628d19af_0D9240000.do
on Department projects. Admixtures included on this list, will be permitted without further testing, given contingent approval, as evidenced by previous tests and apparent effectiveness under field, e r t i f i c a t i o n : M a n u f a c t u r e r s o f a d mixtures shall provide certified test, (CCRL) on a regular basis for applicable tests, with all deficiencies corrected for QPL approval, and other metallic components. The calcium nitrite supplier shall furnish the Engineer with test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9240000.do938b68252b8947748d2ba17b6054ddbc.pdf?sfvrsn=259d40fc_03340102.origind
to testing volumetric samples, condition the test-sized sample for one hour, plus or minus five minutes, tests to determine the acceptability of the material. Density testing for acceptance, for testing, the 3340102 All Jobs corresponding QC test result will be considered verified, and payment, until the LOT in question has been accepted. 334-5.4.4 Individual Test Tolerances for QC Testing, 334-5.5 Verification Testing: In order to determine the validity of the Contractor’s QC test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/3340102.origind.pdf?sfvrsn=f3f6c32d_03340000.impl
temperature. Test for roadway density in accordance with FM 1-T 166. 334-5.1.2 Acceptance Testing, for testing, the corresponding QC test result will be considered verified, and payment will be based, will be based on the Resolution test data for the LOT, and the costs of the Resolution testing, such testing. In addition, in the event that the application of the Resolution test data results, immediately after sampling, shall be reduced to the appropriate testing size, and conditioned and tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3340000-impl.pdf?sfvrsn=9f840a32_46350202.impl
equipment protection test, coefficient of friction test, and all environmental tests, can, Testing Requirements: Ensure pull and splice boxes meet the American National Standards Institute, : 1. A p p l y a l l e n v i r o n mental tests to the box and its cover. 2.Allflexuraltestingmust, for the simulated sunlight exposure test. 4.Usedeflection-measuring devices positioned to measure vertical and lateral deflection (wherever maximum deflection occurs) for the vertical sidewall load test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/6350202.impl.pdf?sfvrsn=e0fa3c79_0fineaggsamples
Instructions for Testing and Reporting Fine Aggregate Proficiency Sample (Instructions Revision Date: February 1, 2019) 1. Perform the following tests: FM1-T011, AASHTO T27, and FM1-T084. All tests should be conducted on each sample according to the AASHTO or FSTM Standard Test Methods, . NOTE: Perform FM1-T011 on the same sample as AASHTO T27. 3. Enter the test results in MAC. Follow the MAC data entry for IA program proficiency samples instructions below. The test report forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/fineaggsamples.pdf?sfvrsn=a14dc1bd_96760207-122comm
, 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, and solubility (on an annual basis). Residue testing shall be performed on residue obtained from, of once per project per product. The sample shall be tested by the Department for the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/6760207-122comm.pdf?sfvrsn=5ea5793c_27150603.impl
715 HIGHWAY LIGHTING SYSTEM. (REV10-30-15)(FA1-18-16)(7-16) SUBARTICLE715-6.3isdeletedandthefollowingsubstituted: 715-6.3Installation:Donoterectroadwaylightpolesorhighmast light poles until the concrete strength in the cast-in-place foundation is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submitted to the Engineer. ARTICLE 715-15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/7150603.impl.pdf?sfvrsn=b7cf9bcc_09600000.FHWA2
the credentials described in this Section to perform all testing and to provide certified test reports, -Tensioning”. (b)2. For bar systems, modify system test length to 15 feet. (c)3. For systems being tested, component drawings, system drawings, and test reports from a certified laboratory (or laboratories, -Tensioning Systems. Anymarked variations from original test values or any evidence of inadequate, testing; however, subcomponents of approved systems may be eliminated from final installations based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9600000.fhwa2.pdf?sfvrsn=abefcd8_09240207.impl
for calcium nitrite concrete tested in accordance with ASTM G109: Maximum Allowable Test Results, metallic components. The calcium nitrite supplier shall submit to the Engineer test certificates from an independent laboratory indicating compliance with this Specification. The test certificate shall include corrosion inhibiting properties per ASTM G109 and results of physical tests included, , new test certificates shall be submitted. The Engineer will determine specification compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9240207.impl.pdf?sfvrsn=6f00287d_0SmithD
/subcontractor, discrimination and sexual harassment disputes. Testimonials: “ Dr. Smith
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/smithd.pdf?sfvrsn=90c3e3e5_03340102.impl
QC test results that have been verified by the Department. 334-5.1.1 Sampling and Testing, T 312-12and FM 1-T 209. Prior to testing volumetric samples, condition the test-sized sample, unavailable for testing, the corresponding QC test result will be considered verified, and payment, the LOT in question has been accepted. 334-5.4.4 Individual Test Tolerances for QC Testing, Testing: In order to determine the validity of the Contractor’s QC test results prior to their use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/3340102.impl.pdf?sfvrsn=bd9444d9_09290200.resp
, certified test reports from an approved independent laboratory acceptable to the State Materials, and testing of fly ash shall follow the requirements of ASTM C - 3 1 1 . W h e n Class C f l y ash is used in concrete, the test results shall verify improved sulfate resistance and improved, . The durability tests of concrete shall be performed in accordance with ASTM C-1012 and FM 5-522. These tests are not enough to screen out the C ash we don’t want. I suggest C-1012 testing should be partially
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9290200.resp.pdf?sfvrsn=6b9dd111_09600000.origind
in this Section to perform all testing and to provide certified test reports for materials and components, Pressure Test requirements: (a)1. Anchorage and its connection to duct/pipe assembly must be tested, systems, modify system test length to 15 feet. (c)3. For systems being tested for use in precast, including component drawings, system drawings, and test reports from a certified laboratory, Post-Tensioning Systems. Anymarked variations from original test values or any evidence
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9600000.origind.pdf?sfvrsn=11812e24_00060103.comm
“will”. Variations in test values should be reviewed on a case by case basis. One needs to look at the tests performed and determine if one test varied or all tests for that product. The reason I am concerned by this is because Dow Corning has had the same batch of material tested by different labs using the same test methods and achieved varying results. Some tests can yield a great deal, will consider any marked variations from original test values for a product, failure to notify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/0060103.comm.pdf?sfvrsn=b1020678_00060103.resp
“will”. Variations in test values should be reviewed on a case by case basis. One needs to look at the tests performed and determine if one test varied or all tests for that product. The reason I am concerned by this is because Dow Corning has had the same batch of material tested by different labs using the same test methods and achieved varying results. Some tests can yield a great deal, will consider any marked variations from original test values for a product, failure to notify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/0060103.resp.pdf?sfvrsn=3a095058_07150000.fhwa
tests on a minimum of two test cylinders, tested in accordance with Section 346. Fillthevoids, the footing concrete strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Fillthevoids around precast, finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation, or conduit run. Place markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7150000.fhwa37016ebeb8ec43a383e4190d20d2b800.pdf?sfvrsn=85cb61f8_07150000.FHWA
tests on a minimum of two test cylinders, tested in accordance with Section 346. Fillthevoids, the footing concrete strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Fillthevoids around precast, finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation, or conduit run. Place markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7150000.fhwa.pdf?sfvrsn=16762aa3_0