9274 search results for test
4130000SS
absorption test (ASTM C 642) 0.50 percent maximum / 48 hours; 1.5 percent maximum / 50 days NCHRP 244 Series II - cube test Water weight gain 85 percent reduction minimum Absorbed chloride 87, minimum Scaling resistance test (ASTM C 672) (non - air - entrained concrete) 0 rating “No Scaling, at 24 hours and 30 at 7 days. Coordinate with the Engineer to conduct a preliminary on-site skid test, by grinding or other approved method if satisfactory friction values are not achieved. Friction tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4130000ss249291da8b034b1ea7221019e7b51b47.pdf?sfvrsn=a62dc454_0section8-2_3-5-12
stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, for the development and implementation of the inspection and testing programs for the manufacture, storage, , and necessary tests to substantiate materials and Structures in conformity with the Specifications, quality control personnel to perform specified tests and maintain an acceptable quality control, technician(s)/Inspector(s) to maintain adequate inspection and testing during the production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section8-2_3-5-12.pdf?sfvrsn=2e1363d2_1D1200000
construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 120-10.2, classification, failing QC test or when the QC tests cannot be verified, construct a new test section, : Quality Control tests must meet the specifications. Verification test must meet the specifications, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d1200000.pdf?sfvrsn=83062c73_0D1200000
construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 120-10.2, classification, failing QC test or when the QC tests cannot be verified, construct a new test section, : Quality Control tests must meet the specifications. Verification test must meet the specifications, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d12000003f59f695315d475cb0b51a6eb7db0967.pdf?sfvrsn=a8c75c0b_0Section84V2-723cln
), Manual MNL 116 American Society for Testing and Materials (ASTM) Standard Test Methods, design unless the load passes the slump flow test. 8. Perform SCC tests at the point of placement, designs, and inspection and testing of production concrete. Obtain SCC from a concrete plant, Construction Florida Department of Transportation Florida Sampling and Testing Methods (FSTM) American, II Tests SCOPE This procedure establishes guidelines for Plants that utilize SCC
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not buy extra pads. We only purchase the amount for the structure plus two per lot for testing, likely the CEI) submits the pads he must have an account with the independent testing facility. The testing lab will invoice the firm submitting the sample. There is no avenue in the Contract for the Contractor to reimburse the Engineer for the cost of shipping and testing. If the Contractor submits the pads (like we currently do) he pays for the shipping directly and pays for the testing upon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9320203-comm.pdf?sfvrsn=ff7abb9d_29320203.resp
for the testing upon receipt of the test results and the invoice. Response: Propose to remove, per lot for testing requirements. The revision to the second to last sentence creates a problem, testing facility. The testing lab will invoice the firm submitting the sample. There is no avenue in the Contract for the Contractor to reimburse the Engineer for the cost of shipping and testing, Comments: (11-13-18) The URL for obtaining information for a lab to perform the testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9320203-resp.pdf?sfvrsn=5ec2ed47_29380000impl
938-1. Tests A, B, N, and O will be conducted by the Department. Table 938-1 Test ID Property, certified test reports from an independent AASHTO R-18 or ISO 9001 approved laboratory showing, of materials or material sources requires new testing and certification of the conformance of the grout, for particular tests. 938-4.2 Grout Physical Properties: 938-4.2.1 Gas Generation: The grout, . 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9380000impl.pdf?sfvrsn=3c4b0f3d_29330502-724origind
440.3R, B.10 – Test method for performance of anchorages of FRP bars. 933-4.2 For Steel Parallel, Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, submit certified test results to the Engineer prior to use. 933-5.2 Strands, that the test results meet the specification limits of ASTM, AASHTO, or FDOT as specifically designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9330502-724origind.pdf?sfvrsn=e95a8b1f_19330000.impl
the test results to the Engineer for review and approval prior to installation. Table 5-2 Testing, Carbon Fiber Reinforced Polymer (CFRP) Strands: Meet the requirements of ACI 440.3R, B.10 – Test method, 90% of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9330000.impl.pdf?sfvrsn=a1084ef4_0SS2000200
stockpiles for sampling and testing. f. Method for sampling and reporting test results. 3. The Engineer, and testing. Materials will be accepted if test results meet the requirements of this Section. 8, and no individual LBR test is less than 120, the sampling and testing frequency may be reduced to a minimum, to reducing testing frequency. If any quality control LBR test result falls below 120, and test a minimum of three samples from the preliminary stockpile. Once the stockpile has been
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testing. When tests performed in accordance with ASTM C33 X1.3 on coarse and fine aggregate indicate, of quality control or verification test results. Discontinuance of approval may be based on testing, ), may be used with the following. When high alkali cement is used in concrete, the test results, . The strength and durability tests of concrete shall be performed in accordance with ASTM C39, ASTM C157, FM, , the cement heat of hydration shall be 80 cal/g or less at 7 days when tested in accordance with ASTM C186
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9210000.origind.pdf?sfvrsn=e874cab7_0SP4550100DTwTP
Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer, test data which represents the designated area. Do not begin static load testing of drilled shafts, test equipment supplied by the Department within 30 days after completing the load tests, or no later than 30 days before beginning test pile installation of the proposed testing schedule, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp4550100dtwtp.pdf?sfvrsn=29da2c7d_44600102-723impl
shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25, : Unless otherwise shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT, shall be tested. SUBARTICLE 460-6.4.3 is expanded by the following: 460-6.4.3 Overhead Sign, testing (UT) or radiographic testing (RT) on all full penetration groove welds. Prior to galvanizing, perform Magnetic Particle Testing (MT) at the following frequencies: One hundred percent of all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/4600102-723impl.pdf?sfvrsn=d5277ca_1Section63V2-724cln
using the following test method: a. Perform the unit weight (density) tests of each sample taken, testing of the flexural properties of FRC. The ASTM C1609 Toughness, based on the average of 5 test, , tested at the same age. Absorption Test ASTM C478 Section 8.2.2 is modified to waive, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section63v2-724cln.pdf?sfvrsn=17298c3b_1Section 6.3 VII-122
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, that testing equipment is properly maintained in accordance with the applicable test methods, compressive strength of two test cylinders, tested at the same age. Absorption Test ASTM C478 Section, to the inspections, measurements, and necessary tests to substantiate Topic No.: 675-000-000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-6-3-vii-122.pdf?sfvrsn=8e218084_2Section63V2-722cln
shall include the QC test methods, inspections, and minimum frequency and LOT sizes of tests, compressive strength of two test cylinders, tested at the same age. Absorption Test ASTM C478 Section, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Product List (APL), Florida
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that testing equipment is properly maintained in accordance with the applicable test methods, test is the average compressive strength of two test cylinders, tested at the same age. Absorption, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Product List (APL), Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section63v2-723cln.pdf?sfvrsn=43b72e1f_2Section63V2-726redln
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, is the average compressive strength of two test cylinders, tested at the same age. Absorption Test ASTM, , measurements, and necessary tests to substantiate materials and Structures in conformity, facilities and qualified QC personnel to perform specified inspections and tests and maintain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/materials-manual/section63v2-726redln.pdf?sfvrsn=d53ed0fc_1Section63V2-723
test method: a. Perform the unit weight (density) tests of each sample taken in accordance, cylinders, tested at the same age. Absorption Test ASTM C478 Section 8.2.2 is modified to waive, Standard Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Product List (APL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section63v2-723.pdf?sfvrsn=8395c8e1_1