9274 search results for test
9380402.resp
9380402 POST-TENSIONING GROUT COMMENTS FROM INTERNAL/INDUSTRY REVIEW ****************************************************************************** Barry Smith 414-4776 Comment: (4-16-11) Is there recent testing/documentation to support the statement that current products on the QPL meet, review of the data, it was found that based on the latest test results 1 grout would be eliminated from, is the time to fill a one liter container placed directly under the flow cone. ****Modify the ASTM C 939 test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9380402.resp.pdf?sfvrsn=ea7b5ffd_0SS5340000
for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing, 6, independently certified test reports, and written certification that the product meets, (Precast or Cast-in-Place) with a uniform color, pattern, and texture. 534-7 Test Wall. Erect a test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss5340000.pdf?sfvrsn=6950edd9_05300201-722impl
, blasting or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new, than 5.0. Soundness is not required for broken concrete. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/5300201-722impl.pdf?sfvrsn=c7782715_23500200-722comm
for concrete pavement mixes will not apply." This does not address plastic properties testing, and since we, is that we test the air content even though there is no limit. If the intent is to omit the air test we
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3500200-722comm.pdf?sfvrsn=10634679_26770201.impl
test results in a format approved by the Engineer prior to testing. All recorded test report data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6770201.impl.pdf?sfvrsn=d940b985_0SS9720100
972 RECYCLED PLASTIC PRODUCTS. (REV 7-8-10) (FA 7-20-10) (1-11) ARTICLE 972-1 (Page 936) is deleted and the following substituted: 972-1 Description. Recycled plastic products shall include certified test reports from an approved independent test laboratory that shows the material meets all specifications herein and the manufacturer shall certify the following: a. The source, 1,000, or a minimum of one per order shall be included in the order for Department testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9720100.pdf?sfvrsn=e43894b9_09290402-723 FHWA
(SO3). 3.The results of all testing listed under Test Methods section of ASTM C989. 4.Indicate, and the following substituted: 929-4.2 Acceptance Testing of Slag Cement: Acceptance of slag cement from sources operating under an accepted QC Plan shall be based on the monthly test reports meeting the chemical and physical requirements of ASTM C989 and this Section. The test report shall include: 1, a retest of ASTM C1012 if the monthly test report indicates that any of the following conditions have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9290402-723-fhwa.pdf?sfvrsn=8e286dc9_15560200.comm
or service life. (How does one insure joints are air-tight? Is testing pressure testing now required for all casings?) Response: There are various methods to pressure test a casing, and will not be identified in the specification. Pressure testing has always been required; this is not a new requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/5560200.comm.pdf?sfvrsn=e4ad58e7_09920201.comm
triple the current cost of the product. Costs include: a. Initial Testing Depending upon which NRTL (Nationally Recognized Test Laboratory) you select, testing may cost between $15,000 and $40,000. That cost is per model. For instance: testing HESCO/RLS HE120, HE240, and HE480 highway lighting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9920201.comm.pdf?sfvrsn=8a955703_09920201.resp
triple the current cost of the product. Costs include: a. Initial Testing Depending upon which NRTL (Nationally Recognized Test Laboratory) you select, testing may cost between $15,000 and $40,000. That cost is per model. For instance: testing HESCO/RLS HE120, HE240, and HE480 highway lighting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9920201.resp.pdf?sfvrsn=e48c83b1_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_0SS1050000
laboratories. Technicians who test concrete properties or perform Verification testing, strength testing, and the recording/reporting of all test data. 105-5.7.4 Concrete Production Facility, tests and statistical evaluation of QC test results. 105-5.8SupervisoryPersonnel-BridgeStructures, the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I, (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss1050000fb1c567e60cc4d8a904d507e2305fd95.pdf?sfvrsn=373fa32e_0SS1050000
laboratories. Technicians who test concrete properties or perform Verification testing, strength testing, and the recording/reporting of all test data. 105-5.7.4 Concrete Production Facility, tests and statistical evaluation of QC test results. 105-5.8SupervisoryPersonnel-BridgeStructures, the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I, (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss1050000.pdf?sfvrsn=e2e20ab5_01050000.impl
laboratories. Technicians who test concrete properties or perform Verification testing, strength testing, and the recording/reporting of all test data. 105-5.7.4 Concrete Production Facility, tests and statistical evaluation of QC test results. 105-5.8SupervisoryPersonnel-BridgeStructures, the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I, (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1050000.impl.pdf?sfvrsn=97775118_0SS1050000
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_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_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/specifications/by-year/2008/january-2008/workbook/ss5230201.pdf?sfvrsn=e4dff28a_0SS5230201
pavement at the crosswalk location. The test installation will be tested for skid resistance and wear, with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, Skid, substituted: 523-2.2 Performance Requirements: QPL approval will be contingent on a field service test, per day per lane, approved by the State Materials Office. The test installation shall be a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5230201.pdf?sfvrsn=252cad79_0