9274 search results for test
35206500-724IMPL
is deleted and the following substituted: 352-5 Acceptance Testing for Surface Tolerance. Test, to ensure conformity approved by the Engineer. 1. Testing with a 10 foot straightedge: Use, . Testing with a 10 foot rolling straightedge: Use this straightedge for longitudinal profiling, irregularities exceeding 1/8 inch in a 10 foot effective length of the straightedge. When tested, and obvious irregularities as directed. 3. Testing With A California Type Profilograph: a. General: Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/35206500-724impl.pdf?sfvrsn=582ebcdb_13520500-724origind
is deleted and the following substituted: 352-5 Acceptance Testing for Surface Tolerance. Test, to ensure conformity approved by the Engineer. 1. Testing with a 10 foot straightedge: Use, . Testing with a 10 foot rolling straightedge: Use this straightedge for longitudinal profiling, irregularities exceeding 1/8 inch in a 10 foot effective length of the straightedge. When tested, and obvious irregularities as directed. 3. Testing With A California Type Profilograph: a. General: Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/3520500-724origind.pdf?sfvrsn=df8727c7_1SP9370400
ADHESIVE BONDING MATERIAL SYSTEMS FOR STRUCTURAL APPLICATIONS. (REV 8-14-07) (1-08) ARTICLE 937-4 (Pages 830 and 831) is deleted and the following substituted: 937-4 Minimum Performance Requirements. 937-4.1Minimum Performance Requirements (FM 5-568): When tested in accordance with FM 5-568, )Afterremovalofthe42dayload,theuniformbondStressfrom a subsequent Confined Tension Test shall not be less, of the requirements of 937-4.1, the adhesive bonding material system, for general use, may be tested to and meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/sp9370400.pdf?sfvrsn=a8038dba_0SS4550000
Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior, strength concrete to obtain this strength at an earlier time to prevent testing delays. Load test, , or no later than 30 days before beginning test pile installation, of the proposed testing schedule so, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, specified test piling in end bents or, (2) the Plans show uncased piles through proprietary retaining wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss4550000.pdf?sfvrsn=b1398d81_03460902SL.FHWA_2
: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, on a random number generator, and may perform additional Independent Verification tests. All QC, strength test results from the same mix design for a Class III or lower class of concrete is produced, the current project. Only one sample can be taken from each LOT. Test data must be from a laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902sl.fhwa_2.pdf?sfvrsn=27267961_03460902SL.FHWA_1
substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test, substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete, production facility is used for the same mix design, describe the method of sampling, testing and LOT, tests. All QC activities, calculations, and inspections will be randomly confirmed, five consecutive strength test results from the same mix design for a Class III or lower class
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902sl.fhwa_1.pdf?sfvrsn=ed4bc186_0Section62-100417
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling and Testing Manual, Florida Department of Transportation. Topic Number, to the inspections, measurements, and necessary tests to substantiate materials and Pipe, controlQC personnel to perform specified inspections and tests and maintain an acceptable quality controlQC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section62-100417.pdf?sfvrsn=a9877d1d_1Section6.2-051518_1-19WB
, hydrostatic testing equipment. (I) Joint forming equipment and gaskets, and Pipe test results. (J) LOT, Specifications for Road and Bridge Construction. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section6-2-051518_1-19wb.pdf?sfvrsn=3f7a7d43_1Section6.2-051518_1-19WB
, hydrostatic testing equipment. (I) Joint forming equipment and gaskets, and Pipe test results. (J) LOT, Specifications for Road and Bridge Construction. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section6-2-051518_1-19wb.pdf?sfvrsn=b01823d6_1D9320000
for testing shall be determined by the testing lab selected by the Contractor. All tests shall, laboratory may use the manufacturer’s test facilities providing that testing machines are shown to comply, the rejected LOT for a repeat test at Level II. All costs associated with additional (repeat) tests shall, the performance of their products in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3, . When a manufacturer’s product is tested and approved by the Department using a primer, primer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9320000.pdf?sfvrsn=76edeb12_0D9320000
in 932-2.2.5 when tested in accordance with ASTM Designations shown. Test specimens shall be prepared, , the independent laboratory may use the manufacturer’s test facilities providing that testing machines, (repeat) tests shall be borne by the Contractor. Both pads must pass Level II Test for acceptance, the performance of their products in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3, . When a manufacturer’s product is tested and approved by the Department using a primer, primer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9320000.pdf?sfvrsn=156376c0_0SS9480203
Test Method Test Conditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution at 122, Junction FM 5-572, Procedure B and FM 5-573 Full Test 2,3 : Test at 3 temperature/stress, test condition Determine failure time at 500 psi at 73.4 o F ≥ 100 years (95% lower confidence) using 15 failure time values 4 . The tests for each condition can be terminated at duration, psi 500.0 hr at 158°F 650 psi Single Test 5 : Test temperature 176 o F and applied stress
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9480203.pdf?sfvrsn=83e42dda_03461001.FHWA
compressive strength tests. Core strength test results obtained from the structure will be accepted by both, : 346-10.1 General: When a concrete acceptance strength test result falls more than 10% or 500 psi below, into the structural adequacy of the LOT of concrete represented by that acceptance strength test result, additional strength testing as necessary to determine structural adequacy of the concrete. Furnish, taking any core samples. When the concrete is deemed to have low strength, obtain and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3461001.fhwa.pdf?sfvrsn=90e17e6f_0Redline eBook7-20
Society of Mechanical Engineers ASTM American Societyfor Testing and Materials AWG AmericanWire, letters, designatesa specification, test method, or other code or recommendation of the particularauthority or organization shown. Use standards, specifications, test methods, or other codes as specified, n t Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any, be subjected to the tests provided for in these Specifications to determine the materials’ quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/ebook/redline-ebook7-20.pdf?sfvrsn=372027a9_6D162A000.do
. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d162a000.do.pdf?sfvrsn=7491873c_0162A000SP
. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, of added material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/162a000sp.pdf?sfvrsn=7a330050_0D162A000.do
. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d162a000.do.pdf?sfvrsn=9750165c_0162A000SP
. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, of added material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/162a000sp.pdf?sfvrsn=61f10a93_0D162A000
. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, of added material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d162a000.pdf?sfvrsn=dd71af89_0162A000SP
. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, of added material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/162a000sp.pdf?sfvrsn=a7a8a39c_0