9191 search results for test

9920201.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_0

SS9720100

 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/programmanagement/implemented/workbooks/julworkbook2011/files/ss9720100.pdf?sfvrsn=d5f18a6b_0

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_0

SS5340000

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_0

5300201-722impl

, 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_2

3500200-722comm

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_2

SS9720100

 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_0

9290402-723 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_1

SS1050000

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_0

SS1050000

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_0

1050000.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_0

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_0

T6130_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_0

GL-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_0

3340203.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_0

6870300.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_0

SS5230201

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_0

SS5230201

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_0
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