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SS9930104
shall be opaque white. The yellowness index shall not exceed 12 when tested in accordance with ASTM D, be a minimum of 70 when tested in accordance with ASTM E 1347. 993- 2.2.3 Retroreflective Sheeting, inches. 993-2.2.4 Impact Performance: Posts shall be tested and evaluated according to the National Testing Product Evaluation Program (NTPEP) Project Work Plan for Field Evaluation of Flexible Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9930104.pdf?sfvrsn=7143ead8_0SS9930104
shall be opaque white. The yellowness index shall not exceed 12 when tested in accordance with ASTM D, be a minimum of 70 when tested in accordance with ASTM E 1347. 993- 2.2.3 Retroreflective Sheeting, inches. 993-2.2.4 Impact Performance: Posts shall be tested and evaluated according to the National Testing Product Evaluation Program (NTPEP) Project Work Plan for Field Evaluation of Flexible Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9930104.pdf?sfvrsn=da491456_0D9310002
: TheContractor shall provide the Engineer a certified test report from the manufacturer of the sheet metal bottom strips confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for thickness, the Engineer a certified test report from the manufacturer of the dowel bars confirming that the requirements of this Section are met. The certified test report shall conform to the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9310002.pdf?sfvrsn=87b49bf5_04710000-724CommResp
want to include this in this specification article. Section 471-5: Is the three-point bending test in lieu of or in addition another type of test? Response: Revised language to clarify submittal of design calculations. Three-point bending test is in lieu of. Action: Language has been revised, . item 2.C: Even though ASTM D7290 doesn't provide a minimum number of samples, it is good to test, products. This would qualify as a related product. Other test methods that are equivalent or better
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/4710000-724commresp.pdf?sfvrsn=749aa8ef_13460000.comm
Comment: (7-7-14) 346-7.6 Adding Water to Concrete:“Perform an initial slump test before, assumption that an initial slump test is going to be run without explicitly stating it anymore. There could be an argument made by contractors that an initial slump test is no longer required, is proposed to remove the verbiage "perform an initial slump test before addition of water, a slump test???? Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/3460000.comm.pdf?sfvrsn=515aabeb_0SS9310101
. Acceptance of reinforcing steel shall be based on test samples taken randomly by the Department and manufacturer’s certified mill analysis of test results meeting the specification limits of the ASTM, test samples and certification of test values, representing each production LOT of reinforcing steel, shall be provided to the Engineer for each Contract prior to use. Randomly taken test samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9310101.pdf?sfvrsn=719d0c4d_02040000.resp
for having a Quality Control Program and doing testing etc. The point-of-use origination of the material, requirements don’t include a #40 sieve. However, the Liquid Limit, and Plasticity tests require a separation of material over the #40 sieve. The labs running the tests are qualified and should know, a trip to our business for a visit. Or, maybe a test site, even maybe a model facility. If we can, verification to test for thickness. Should the reference be to section 200-7 for thickness checks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/2040000.resp.pdf?sfvrsn=8a490b09_02000601.FHWA-REVISED
for the upper courses, allow the Engineer to make density tests for the lower courses to determine, . 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table, Wall Systems Test Name QualityControl Verification Modified Proctor Maximum Density One per, Use Path and Sidewalk Construction Test Name QualityControl Verification Modified Proctor Maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/2000601.fhwa-revised.pdf?sfvrsn=b147795f_04500000.FHWA
keeping the deficiencies found as a result of the inspection and testing. Keep certified test, the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, )Strandswhicharebeingsplicedhave the “lay” or “twist” in the same direction. 450-4 Material Acceptance and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4500000.fhwa.pdf?sfvrsn=83934b65_04500000.fhwa
keeping the deficiencies found as a result of the inspection and testing. Keep certified test, the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, )Strandswhicharebeingsplicedhave the “lay” or “twist” in the same direction. 450-4 Material Acceptance and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4500000.fhwa76061ff94f42404ea659ac4ee4057fc9.pdf?sfvrsn=ec3f2bb7_05600705.origind
concentrations on all steel surfaces using soluble salts test kits meeting the requirements of 560-2.4. Measure the concentration levels using the method described in SSPC-TU 4. Perform the tests, contaminant assessment method (salt test kits or conductivity meter) test three random locations, salt/conductivity levels below those specified above, soluble salt/conductivity testing frequency may be reduced to one test per day. When any concentration or conductivity measurement exceeds
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/5600705.origind.pdf?sfvrsn=b0eb21ea_0D4SR5NoiseOrdinance
of the pond excavation. 5. The soil in the pond was subsequently sampled and tested. The test reports, . There is no indication that County code enforcement personnel visited the site. However, there was testimony, 23 West. 2. After excavation had begun, testing of samples take from the pond indicated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d4/2007/d4sr5noiseordinance.pdf?sfvrsn=e7ba10fd_05600205.FHWA
the non-abrasive residue and lead content tests as directed by the Engineer. If test results do, and oil content tests outlined in SSPC-AB 2 at least one time each week or more frequently if directed by the Engineer. Conduct the non-abrasive residue and lead content tests as directed by the Engineer. If test results do not meet requirements, notify the Engineer immediately, remove and replace the abrasive, clean the recycling equipment, and conduct tests each day to confirm the equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5600205.fhwa.pdf?sfvrsn=f8da1a9b_0CTQMChapter3
for projects requiring Marshall Testing. Materials Manual,Topic No. 675-000-000 Section 3.1 District, The objective of this qualification is to assure that all test results that are used for quality, in accordance with the Standard Test Methods so that the test results reflect the actual characteristics, . Also included are the calculations for testing, calibration procedures for the testing devices, slope. Each trainee will be given two chances to pass each test. Should a trainee fail any one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/old_files/ctqm151123/ctqmchapter3.pdf?sfvrsn=d403e7e3_04001400.impl
to 400-7.4. Whenusingthepercentofrequiredstrength,cast test cylinders for each mix for compressive, be used in lieu of multiple test cylinders to determine when percent of required strength has been, . An approved testing laboratory may be used to provide this information with approval of the Engineer. Plot S/T Curves using at least three different elapsed times that begin once test cylinders, the compressive strength of two test cylinders. Curesuchtestcylindersasnearlyaspracticalinthesame manner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4001400.impl.pdf?sfvrsn=ce8dba7f_04001400.impl
. Whenusingthepercentofrequiredstrength, cast test cylinders for each mix for compressive strength determination or develop a curing concrete strength versus time curve (S/T Curve) which can be used in lieu of multiple test, ;obtaintheEngineer's approval of the S/T Curve and its supporting data. An approved testing laboratory may, different elapsed times that begin once test cylinders are cast; however, one of the elapsed times, a corresponding compressive strength computed by averaging the compressive strength of two test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4001400.impl.pdf?sfvrsn=39793453_09650000-122resp
does not alter/change the testing requirements. All aluminum producers are required to perform a tensile test per Lot of material produced. The revision only asks for the certification to report the tensile test results. A distributor cannot certify material to an ASTM without knowing the tensile, to the distributors/suppliers not performing the tensile test as specified in the ASTM and thus the material, the tensile test reported, it stays within the requirements of the ASTM, and addresses a need
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9650000-122resp.pdf?sfvrsn=3dba3da1_2SP7100200
, Testing and Reporting Guide schedule. SUBARTICLE 710-4.3 (of the Supplemental Specifications, markings in accordance with Florida Method FM 5-541. The Department reserves the right to test, opportunity to test the markings will result in non-payment. The test readings should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp7100200.pdf?sfvrsn=cd5a0c5e_0SPM4300705-724-i19204
, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than 42 inches, of the following: Location of the sewer pipe section. Type of pipe material and diameter. The test pressure before and after sealing and the duration of the test. The volume of grout material used to seal, and their respective quantities. Video recording which must include testing and sealing operations for each joint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm4300705-724-i19204.pdf?sfvrsn=10993513_1SPM4300705-725-i19888
, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than 42 inches, of the following: Location of the sewer pipe section. Type of pipe material and diameter. The test pressure before and after sealing and the duration of the test. The volume of grout material used to seal, and their respective quantities. Video recording which must include testing and sealing operations for each joint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm4300705-725-i19888.pdf?sfvrsn=a5a53012_1