9191 search results for test
4460300.origind
: Edgedrain(Draincrete) – Control of Quality/Sampling and Testing Origination date: November 3, 2006, the use of the word “LOT” in association with the sampling and testing. Recommended Usage Note, the use of the word “LOT” in association with the sampling and testing, tests or independently verifiable commercial mixes, that draincrete produced in accordance, and in accordance with FM 5-570 to determine the drain rate. A minimum of two test cylinders will be made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4460300.origind.pdf?sfvrsn=7243f8c5_01050807.impl
. Duties include final curing, compressive strength testing, and the recording/reporting of all test, i f i c a t i o n i n p e r f o rmance of required QC tests and statistical evaluation of QC test, testing on concrete for materials acceptance are qualified CTQP Concrete Field Technicians Level I. Plastic property testing will include but not be limited to slump, temperature, air content, water, will include initial sampling and testing to confirm specification compliance prior to beginning concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1050807.impl.pdf?sfvrsn=532f62c1_0SS1200102
will determine test locations, collect samples, and perform tests to investigate the proposed borrow area, the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any borrow material from any, of this construction method by successfully completing a 500-foot- long test section. For embankment, - foot-long test section. For compaction requirements of both soil and RAP, meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss1200102.pdf?sfvrsn=fdbf994c_0SS1200102
will determine test locations, collect samples, and perform tests to investigate the proposed borrow area, the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any borrow material from any, of this construction method by successfully completing a 500-foot- long test section. For embankment, - foot-long test section. For compaction requirements of both soil and RAP, meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1200102.pdf?sfvrsn=e9ec89db_0SS1200102
will determine test locations, collect samples, and perform tests to investigate the proposed borrow area, the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any borrow material from any, of this construction method by successfully completing a 500-foot- long test section. For embankment, - foot-long test section. For compaction requirements of both soil and RAP, meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss1200102.pdf?sfvrsn=b64299fa_04550502DB.resp
piles or "100% dynamic testing", the Engineer will dynamically test the first pile(s) in each bent, load tests for comparison purposes, the Contractor will be paid for an additional dynamic load test, ” qualifies both “structures without test piles” and “structures without 100% dynamic testing, on dynamic test data, and it would apply not only to EDC but also the external mounted testing. Also, testing, has determined can be used without damaging the piles. This is in agreement with your last two
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4550502db.resp.pdf?sfvrsn=d9b6317f_04130302-722origind
laboratory test data and results showing the product has been tested in accordance with the requirements, Materials Office to clarify requirements and update test methods. Please share this proposal, . Use a test method capable of measuring the gel time to the nearest 0.5 minute. 2. Do not use, are not achieved. Friction tests must be conducted in accordance with AASHTO T242, using the ribbed tire option. Secure the services of an independent enterprise with prior experience on roadway friction testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4130302-722origind.pdf?sfvrsn=ba8a19a3_29320000.fhwa
notification for selecting the pads to be tested. The time required for testing shall be determined by the testing lab selected by the Contractor. All tests shall be conducted by an independent laboratory, in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3 Certification, or discontinuities and without damage to the material. Materials for pavement joints shall be tested, with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants for Portland Cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9320000.fhwa4ddd9c7a03c2401588dee88675d66e0c.pdf?sfvrsn=8ad8f11b_09320000.FHWA
notification for selecting the pads to be tested. The time required for testing shall be determined by the testing lab selected by the Contractor. All tests shall be conducted by an independent laboratory, in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3 Certification, or discontinuities and without damage to the material. Materials for pavement joints shall be tested, with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants for Portland Cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9320000.fhwa.pdf?sfvrsn=5a69b699_04550028IMP
load test report to the Engineer within five days after completing the load test. When the Contract, completing the load test. Furnish the final report of test results for internally instrumented shafts within 30 days after completing the load test. Include in the report of the load test, )Agraphicrepresentation of the test results, during loading and unloading of pile/shaft top movement, . (3)Agraphicrepresentation of the test results, when using telltales, showing pile/shaft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4550028imp.pdf?sfvrsn=8f57b494_09300000.resp
to be retested to FM 5-516? Response: All current products have been tested under this requirement, the testing requirements were listed. No change made. Is the intent to add 2 new categories to the QPL, High, products be tested for all physical property requirements after being mixed to the manufacturer’s, tested this way (pourable)? Response: Currently there are no products on the QPL that are denoted, and use 100 g/m 2 within parentheses, if it is essential. Response: The test method is in metric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul12/files/9300000.resp.pdf?sfvrsn=72bbd247_01250801.comm
Testing: Last paragraph it state “Do not apply reduced testing frequency for the first lift of pipe and last LOT. Question: 1. Why you cannot do the last LOT in a Reduced Testing capacity, what
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1250801.comm.pdf?sfvrsn=d2727e8d_0SS9920000
Retardant Test: Flammability tests shall be conducted on the cable, the molded body of the connectors, Test: The mated connectors shall be fault tested by applying a test current of 1,000 amperes, 60 HZ, for installation in wet locations by a Nationally Recognized Testing Laboratory acceptable, of minus 40°to plus 190°F. Hardness of the molded rubber shall be 65 durometer. 992-2.8.2 Testing, with NEC 110 2. a. Dielectric Test: No breakdown shall occur with a test potential of 1,960 volts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9920000.pdf?sfvrsn=4f384368_01050808.impl
Manufacturing Facilities: 105-8.8.1.1 Testing Personnel: Ensure personnel performing tests have the following certifications: Personnel performing plastic property tests must have ACI Concrete Field Testing Technician-Grade I certification. Personnel performing laboratory compressive strength testing must have ACI Concrete Laboratory Testing Technician Level I certification or ACI Concrete Strength, /technicians to provide complete QC inspections and testing. Ensure the plant manager for QC has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1050808.impl.pdf?sfvrsn=1b617d58_02017-NolanBoyd-NewSingleSlopeandRetrofitTrafficRailings
• Crash testing overview • FDOT Standards Development (Index 426, 427 & 428) • Part 2 - New Policy, i n g • MASH implementation • Crash testing overview • FDOT Standards development (Index 426, ) including: • increases in the size of several test vehicles to better match the current vehicle fleet, changes to the number and impact conditions of the crash test matrices, and more objective, full-scale crash tests of existing hardware, including: • 32” New Jersey Shape Tr a f f ic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/designexpo/2017/2017-nolanboyd-newsingleslopeandretrofittrafficrailings.pdf?sfvrsn=f3c24778_44551508DB.FHWA
the approval of all federal, state and local regulatory authorities. Perform the following tests, of Results at 68ºF Test Method Density 62 to 65 lb/ft 3 (fresh water) 64 to 67 lb/ft 3 (salt water, Range of Results at 68ºF Test Method Sand Content 0.5% or less FM 8-RP13B-3 Polymer slurry may, . Test and verify the polymer slurry meets the above requirements before continuing the excavation, is deleted and the following substituted: 455-17.6.1.2 Procedure: Perform CSL testing at least 120between
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4551508db.fhwa.pdf?sfvrsn=3ca4b796_0GL-04
and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test verify this? [Spec 120-10] 10. Does the CEI have an appropriate process to ensure that the correct proctor is used when density tests results are evaluated for material, . Has the CEI enforced the requirement that all required density test results are documented
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-04.pdf?sfvrsn=9660ac5c_04100200.fhwa
sections must not be shipped to the project site. Reduce the frequency of absorption tests to one test, not be shipped to the project site. Reduce the frequency of absorption tests to one test every five LOTs, 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. Follow the alternative method of compaction, or internal vibrations. Expose shipping strength test cylinders to the same curing conditions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4100200.fhwa646bcdde2bed478995065a67999c905b.pdf?sfvrsn=93da6cff_03470204.comm
anyone know if the "load" does not meet the 28 day requirement until cylinders are tested? The verbiage also seems to indicate that sampling and testing is a requirement by QC. I suggest the following, will not have their QC onsite to sample and test non-structural concrete due to the acceptance criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3470204.comm.pdf?sfvrsn=a30ff7e_09720100.fhwa
,theproducershallfurnishtotheState Materials Engineer a certified test report from an approved independent test laboratory, of their product shall submit an application in accordance with Section 6 and include certified test reports from an approved independent test laboratory that shows the material meets all specifications, . The manufacturer shall certify that such products have been tested in accordance, property variations from the original test values for a material or evidence of inadequate field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9720100.fhwa629f77cac1d04b3d9a04d6b2c53e8f72.pdf?sfvrsn=992933c0_0