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SS1050000
performing sampling, testing and inspection for both field and laboratory tests. Include employed, to the designated laboratories. Technicians who test concrete properties or perform Verification testing, , compressive strength testing, and the recording/reporting of all test data. 105-5.7.4 Concrete Production, of required QC tests and statistical evaluation of QC test results, the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss10500008d801886206c48cead63566fbbb503bc.pdf?sfvrsn=9a6b1439_03301200.origind
f o r m all straightedge testing in accordance with FM 5-509 with one pass of the rolling straightedge operated along the outside wheel path of each lane being tested. The Engineer may require additional testing at other locations within the lane. 330-12.4.3 T r a f f i c C o ntrol: Provide, all testing. When traffic control cannot be provided in accordance with Index Nos. 607 or 619, submit, control in the Contract bid prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3301200.origind.pdf?sfvrsn=b8c7f3db_0T6130_414623-1_SR5_CrossHoleSonicLogtesting
testing require that a minimum, the contractor test one of the initial drilled shafts installed. If the test results are positive and acceptable to the FDOT Material’s Office, the rest of the testing, Specification edition to be used on this contract for installation of Cross-Hole Sonic Logging Testing (CSL, contends that the 2004 Edition does not require Cross Hole Sonic Logging Testing as that first, required cross-hole-sonic logging (CSL) tubes, test equipment, procedures and proposed CSL specialty
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d6/t6130_414623-1_sr5_crossholesoniclogtesting.pdf?sfvrsn=c0a093f4_0spi-550-013
, Test Level 3 Criteria; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG, of railing mounted with tension wires) is based on a similar design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-550-013.pdf?sfvrsn=d44f8fcd_6SPI-550-013
, Test Level 3 Criteria; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG, of railing mounted with tension wires) is based on a similar design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-550-013.pdf?sfvrsn=f37747dd_2SPI-550-013
Report 350, Test Level 3 Criteria; AASHTO LRFD Bridge Design Specifications; Structures Design, crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3 Criteria. This fence can be used on Index, 521-422, 521-423, 521-427, 521-428 and 521-480
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-550-013.pdf?sfvrsn=24d3d760_1SPI-521-600
throughout this standard series was successfully crash tested at Terre Armee International (France). See report "Field Test of a "GBA" Safety Barrier Erected on a Reinforced Earth Wall", May, 1982. The details on Index 521-610, 521-611 and 521-620 are generally applicable for a TL-4 crash test rating with the 36" single-slope concrete barriers, and for a TL-5 crash test rating with the 42" single
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-600.pdf?sfvrsn=7ce57f3d_14001400.origind
strength, 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 cylinders, ’s approval of the S/T Curve and its supporting data. An approved testing laboratory may be used, different elapsed times that begin once test cylinders are cast; however, one of the elapsed times must, a corresponding compressive strength computed by averaging the compressive strength of two test cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4001400.origind.pdf?sfvrsn=f19d8a7e_0GL-8B Concrete Materials (17-18)_Final
, perform initial plastic properties tests on the next batch. [Spec. 346-8] MIXING AND DELIVERY, proceed for the QC truck and the load after the QC truck while plastic properties tests, ] SAMPLING AND TESTING 16. Samples must be taken at the point of final placement: end of buckets, and testing equipment in proper condition and calibration: thermometers, slump cones, pressure meters (PM, be computed correctly. [FM 5-501, Spec. 346-8] 21. Percent air test must be performed correctly. [ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-8b-concrete-materials-(17-18)_final.pdf?sfvrsn=6a2d0166_03340203.comm
much time dealing with paperwork instead of testing. DAB typically performs 1 to 2 QC tests and an additional 2 to 3 PC tests per day, that's a substantial increase in reporting. I cannot put, data comparison they put together for the IV-QC test failures. It will open up a can a worms, of the mix. The contractors need to be able to perform any test he deems fit at any time without someone looking over his shoulder. I believe that contractors will reduce their testing just to reduce
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3340203.comm.pdf?sfvrsn=593413f1_06870300.origind
. Perform all necessary on-site testing to select the clearest and most appropriate operating frequency, , testing, and the recommended frequency selection to the Engineer for approval prior to application, recommendations. ARTICLE 687-4.2 is deleted and the following substituted: 687-4.2 System Tests: Conduct approved HAR system tests on at least one HAR system, including the operations center, one sign, or substitute another in its place, then repeat the test. If a component has been modified as a result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6870300.origind.pdf?sfvrsn=8a91e64d_04100000FHWA
of absorption tests to one test every five LOTs when the results of five consecutive LOTs meet, is permitted to verify the shipping strength test, before 28 days, by testing compressive strength, . The use of 4 x 8 inch [100 x 200 mm] test cylinders is allowed for the testing of precast concrete, tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C, the frequency of absorption tests to one test every five LOTs when the results of five consecutive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/4100000fhwa.pdf?sfvrsn=d11f67ed_03370000.resp
the testing in going to proceed. I would expect that the majority of the projects let with the options, department acceptance. The declaration of what testing option the contractor has chosen should, states “If any of the Independent Verification test results, excluding the percent passing the No. 8, the No. 8 sieve test results. The specification wording in 337 has been modified slightly to be clearer. The new wording is “8. In 334-5.1.7.1, the No. 8 sieve test results shall not be excluded.” The IV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3370000.resp.pdf?sfvrsn=a18fb5d3_03370207.origind
for increased durability. 2. Updated AASHTO/ASTM test method references to the current version, Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. SUBARTICLE, with AASHTO T 312-11 12 and FM 1-T 209 (and conditioning prior to testing) will not be required as part, with respect to surface tolerance in accordance with 334-5.8. No density testing will be required, the verified mix design 337-6.2.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/3370207.origind.pdf?sfvrsn=a1bab2ba_04001400.comms
the strength development curve. In case of error in one of the strength test data, strength development curve, points or any of the data points, including the wrong test data point. It is possible, . The proposed specification allows the average of two cylinders for the strength test data of the curve establishment. This is in conflict with 346-9.1, which requires three cylinders for the strength test. It is important to test three cylinders and take their average for strength development curve
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4001400.comms.pdf?sfvrsn=cb59c21f_09480002SS
joint, the gasket shall be the sole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints, Test Method Test Conditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution, hours, no single value shall be less than 17 hours. Test temperature 80 o C and applied stresses of 650 and 450 psi. Test temperature 70 o C and applied stress of 650 psi; 5 replicates at each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9480002ss.pdf?sfvrsn=f3440faa_03460000.resp
Adding Water to Concrete:“Perform an initial slump test before the addition of water at the jobsite, 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. The deletion of this clause seems, is proposed to remove the verbiage "perform an initial slump test before addition of water, a slump test???? Response: We perform the slump test after the addition of jobsite water, comment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/3460000.resp.pdf?sfvrsn=49f7bbf1_0SS5230201
and shoulder pavement at the crosswalk location. The test installation will be tested for skid resistance, with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, service test demonstrating that the imprinted texture and coating materials meet the following, vehicles per day per lane, approved by the State Materials Office. The test installation shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss5230201847fe1ed0575418db51596d27b29d9dc.pdf?sfvrsn=464a3409_0SS5230201
of 8,000 to 12,000 vehicles per day per lane, approved by the State Materials Office. The test, traffic lanes and shoulder pavement at the crosswalk location. The test installation will be tested for skid resistance and wear in accordance with the specifications. thextured pavement installed in accordance with the manufacturer’s specifications and procedures has been tested in accordance, will be contingent on a field service test demonstrating that the imprinted texture and coati p
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss5230201.pdf?sfvrsn=cbc3921f_0SS5230201
and shoulder pavement at the crosswalk location. The test installation will be tested for skid resistance, with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, service test demonstrating that the imprinted texture and coating materials meet the following, vehicles per day per lane, approved by the State Materials Office. The test installation shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss5230201.pdf?sfvrsn=37f70cdf_0