9199 search results for test
SS4070000
. The manufacturer is permitted to verify the shipping strength test, before 28 days, by testing compressive, and Testing. 407-4.1 General: Meet concrete materials, testing, inspection, and acceptance, -acceptance criteria; therefore, assume responsibility for performance of all quality control testing and inspections in accordance with Section 346. Prepare, cure, and test the test cylinders in accordance with ASTM C 31 and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4070000.pdf?sfvrsn=2bad3554_05300102.FHWA
in accordance with Section 6, and include certified test reports from an independent test laboratory, resistance of 875 pounds. In the presence of the Engineer, perform on-site anchor strength testing to verify the required pull out resistance is achieved. Anchor strength testing must be performed, operation such that 5% of all installed anchors are tested for pullout resistance. If any anchor fails to meet the pullout resistance requirement, test every subsequent installed anchor until a revised
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/5300102.fhwa.pdf?sfvrsn=a3e4b0b4_0DgnStds2StdPlans.origind2
long test section. 120-10.1.4.3 Soil Classification: Perform soil classification tests, . Otherwise, the Engineer will test the sample retained for Resolution testing. The SMO or an AASHTO, No. 505120-001. Otherwise, the Engineer will test the sample retained for Resolution testing, . The material will be sampled and tested in accordance with FM 1-T267. If the Resolution test results, of construction operations, sample and test the prepared soil layer at a testing laboratory qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/dgnstds2stdplans.origind2.pdf?sfvrsn=3f986974_01800000SP
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm, acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T 180
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/1800000sp.pdf?sfvrsn=abe77ad2_0D1800000.DO
will determine the rate of spread from laboratory tests of blends of roadway material sampled after, using test sections described below. Approximately 30 days before beginning stabilized subbase, to provide up to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain, density acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d1800000.do.pdf?sfvrsn=2b8370e1_01800000SP
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm, acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T 180
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/1800000sp.pdf?sfvrsn=aeb092a6_0SP1800000
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm and unyielding, density acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp1800000.pdf?sfvrsn=f8296818_0D1800000
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm, acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T 180
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d1800000.pdf?sfvrsn=1f910e9c_09940000.resp
Sampling, Testing and Reporting Guide Schedule and on a random basis at the discretion of the Engineer, - REPLACE "certified test report" with "notarized certification". Manufacturers do not provide certified test report to contractors. We provide test reports to the department for qualification, of performance requirements of overall end product. Final acceptance will be based on tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9940000.resp.pdf?sfvrsn=e7426951_05300200-722impl
or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks, and a pH greater than 5.0. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense to the Department. EM refers, with 6-2.3. 1. The Engineer may perform Independent Verification tests on all materials placed, . The Engineer may test components in a blend of rubble processed from different geologic formations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/5300200-722impl.pdf?sfvrsn=b1e86e07_2D1800000.DO
will determine the rate of spread from laboratory tests of blends of roadway material sampled after, using test sections described below. Approximately 30 days before beginning stabilized subbase, to provide up to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain, density acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1800000.do.pdf?sfvrsn=73bab271_01800000SP
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm, acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T 180
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1800000sp.pdf?sfvrsn=7381e259_01800000SP
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm, acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T 180
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1800000sp.pdf?sfvrsn=2bec5290_0SP1800000
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm and unyielding, . The minimum density acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp1800000.pdf?sfvrsn=c5ae1838_0SP1800000
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm and unyielding, . The minimum density acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp1800000.pdf?sfvrsn=1f34970a_0SS7090000
random samples of the materials in accordance with the Department’s Sampling, Testing and Reporting, with the manufacturer’s instructions or as directed by the Engineer. Conduct field tests, to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7090000.pdf?sfvrsn=31393a3d_0Configuration Management Plan
to the Component Testing stream where all of the development efforts can be tested together. Once the changes, ............................Acceptance Test Plan CDRL .........................Contract Data Requirements List CM, 2.BaselineIdentification 2.1SoftwareIdentification SwRIwilldevelop,test and deliver under the SunGuideSMD contract, in-process review of code o Integration testing will omit FDOT Software Integration Case Procedures (SICP) Dry Run 1 o Normal Acceptance Test Cycle • Minor Release (e.g. 6.0.1). Minor releases
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/projectmanagement/configuration-management-plan.pdf?sfvrsn=f3123033_11050511Orig
: 105-5.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory, inspection and testing of the precast concrete drainage products. Information source: For the Contractor quality Control testing projects the manufacturer’s quality control personnel are performing the sampling and testing. Department accepts their information for acceptance of the delivered products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/1050511orig.pdf?sfvrsn=f6858b42_09600201.FHWA
tensile strength (GUTS) when tested in an unbonded state, without exceeding anticipated anchor set. (c, Specifications and “AASHTO LRFD Bridge Construction Specifications.” (d) Test anchorage with typical local zone, test reports documenting steel chemical analysis shall be provided when stainless steel anchorage, (GUTS) when tested in an unbonded state, without exceeding anticipated anchor set. (c) Average, and “AASHTO LRFD Bridge Construction Specifications.” (d) Test anchorage with typical local zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9600201.fhwa.pdf?sfvrsn=fc2dba2_09710700.resp
test results the first go around. After sending the attached letter and meeting with FDOT, performance tape product elongation test results were accepted and approved. Special attention should be given to the tensile test results for explanation of elongation results (just as in 2008). Please do, and then remove the test from the specification as originally planned in 2008-2009. I am sure, and markings shall provide a minimum skid resistance value of 35 BPN when tested according to ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/9710700.resp.pdf?sfvrsn=d1f14618_0