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6600000.impl
a c k f r e e w i t h i n a maximum of 2 hours from time of application and when cured as tested, h s a w c u t , c u r e d for 2 weeks at 77°F as tested for adhesion using visual inspection, inch saw cut, cured for 2 weeks at 77°F as tested for shrinkage using a dimensional measurement, . Ensure loop sealant resists penetration of foreign materials as tested for durometer hardness using ASTM, as tested for weight loss, cracking, and chalking using ASTM C1246. Ensure l o o p s e a l a n t h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/6600000.impl.pdf?sfvrsn=62fd0eb5_0BMRM Chapter 16
Specification for Building Brick, ASTM C67 is the Standard Test Method for Sampling and Testing, ........................................ 16-16 Figure 16.19 Test Pit, Echo Testing (a) Schematic and (b) In Practice....................................... 16-19 Figure 16.23 Ground Penetrating Radar Testing, in determining the type of stone used in a historic bridge. However, without testing or cleaning it is difficult
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/bi/reference-manual/bmrm-chapter-16.pdf?sfvrsn=5821f63c_0Chapter 16: Masonry Bridges
Specification for Building Brick, ASTM C67 is the Standard Test Method for Sampling and Testing, ........................................ 16-16 Figure 16.19 Test Pit, Echo Testing (a) Schematic and (b) In Practice....................................... 16-19 Figure 16.23 Ground Penetrating Radar Testing, in determining the type of stone used in a historic bridge. However, without testing or cleaning it is difficult
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/reference-manual/chapter-16-masonry-bridges.pdf?sfvrsn=84dc1294_09190300.resp
electronic data base to identify the history of GTR specific gravity test results. That data indicates, that the material is in fact GTR. The Department committed to do binder and mix testing using high, the extreme high or low specific gravity values for the GTR to do that testing. Until such time as that testing is done, there will be no change in the high end specific gravity and will remain at 1.20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9190300.resp.pdf?sfvrsn=f0b561a8_05560200.resp
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.resp.pdf?sfvrsn=c4d8e068_01200702Orig
the Engineer prior to beginning construction of a test section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2. Identify the test, of a change in compaction effort or soil classification, failing QC test or when the QC tests cannot, inches [300 mm] compacted thickness, after having demonstrated with a successful test section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/1200702orig.pdf?sfvrsn=c5935650_05560000.origin
556-4.3.2 Testing Methods: When a pressure test is required by the Engineer, testing may consist of one, , that a pressure test be required only when requested by the Engineer, for reducing the test pressure, test is only required when requested by the Engineer and for reducing the test pressure from 20, ) ASTM D 2296 OR ASTM D2997 N/A (1) No hydrostatic test required (2) Dimensional tolerances only, of injection shall be no closer than 2 feet [610 mm] from the leading edge of the casing. 556-4.3 Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5560000.originc5f68ac3a5c44451b39b62bb385eab1b.pdf?sfvrsn=939badab_05560000.Origin
556-4.3.2 Testing Methods: When a pressure test is required by the Engineer, testing may consist of one, , that a pressure test be required only when requested by the Engineer, for reducing the test pressure, test is only required when requested by the Engineer and for reducing the test pressure from 20, ) ASTM D 2296 OR ASTM D2997 N/A (1) No hydrostatic test required (2) Dimensional tolerances only, of injection shall be no closer than 2 feet [610 mm] from the leading edge of the casing. 556-4.3 Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5560000.origin.pdf?sfvrsn=18264a79_0SS4070000
39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast culverts, to verify the shipping strength test, before 28 days, by testing compressive strength cylinders, to the potential for clogging with debris. 407-4 Materials Acceptance and Testing. 407-4.1 General: Meet concrete materials, testing, inspection, and acceptance requirements of Section 346, , assume responsibility for performance of all quality control testing and inspections in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss4070000.pdf?sfvrsn=1251bedc_0SS4070000
. 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/programmanagement/implemented/workbooks/julworkbook2012/files/ss4070000.pdf?sfvrsn=8fee0245_0SS4070000
39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast culverts, to verify the shipping strength test, before 28 days, by testing compressive strength cylinders, to the potential for clogging with debris. 407-4 Materials Acceptance and Testing. 407-4.1 General: Meet concrete materials, testing, inspection, and acceptance requirements of Section 346, , assume responsibility for performance of all quality control testing and inspections in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4070000.pdf?sfvrsn=5a11592b_0SS4070000
. 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_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_2