9274 search results for test
9320203.FHWA
Office to modify storage and testing requirements for bearing pads. Please review and transmit your, bridge bearing pads per LOT will be selected by the Engineer, at the project site- one for testing and one for confirmation in the event of a failing test result. LOTs will be sampled only after, pads to replace those selected for testing. Bridge bearing pads shall be available for sampling a minimum of three weeks prior to their installation. The sample bridge bearing pads shall be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9320203.fhwa.pdf?sfvrsn=78902b44_06200302.comm
testing during rain events. Consider adding additional points to testing because repeat-ability of the test measurements to verify after certification has been an issue. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/6200302.comm.pdf?sfvrsn=331dfe9a_0120LAP.origind
of a test section. Construct a test section of 500 feet in length. Perform five tests at random locations within the test section. All five tests must meet the density required by 120-7.2. Approval may, will base his approval on 5five passing density tests over the test section consisting of a lift, in accordance with the specified test method listed in 120-9.3. 120-9.3 Density Testing Requirements, testing for off-system projects are accepted based on agency testing for category 3 work. Summary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul12/files/120lap.origind.pdf?sfvrsn=99df07e4_07110400.resp
field testing in accordance with FM 5-541, taking test readings representative of the Contractor’s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test, “The test reading should be representative of the Contractor’s striping performance.” I strongly suggest, tells the contractor to conduct field test- but it does not say when to take the readings. Is it, giving up the right to test the contactor’s certified reflectivity values within 3 days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7110400.resp.pdf?sfvrsn=299dcd_07110400.comm
field testing in accordance with FM 5-541, taking test readings representative of the Contractor’s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test, “The test reading should be representative of the Contractor’s striping performance.” I strongly suggest, tells the contractor to conduct field test- but it does not say when to take the readings. Is it, be certified. I do not believe giving up the right to test the contactor’s certified reflectivity values
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7110400.comm.pdf?sfvrsn=cbb9650a_07010400.comm
field testing in accordance with FM 5-541, taking test readings representative of the Contractor’s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test readings representative of the actual striping installation.” Response: Change made. “Take test, Comment: (11-9-10) In the proposed changes to 701, 702, 709, 711 and 713, I see the phrase “The test, :>7010400- under 701-4.1- it tells the contractor to conduct field test- but it does not say when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7010400.comm.pdf?sfvrsn=4f724859_07010400.resp
field testing in accordance with FM 5-541, taking test readings representative of the Contractor‟s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test readings representative of the actual striping installation.” Response: Change made. “Take test, Comment: (11-9-10) In the proposed changes to 701, 702, 709, 711 and 713, I see the phrase “The test, test- but it does not say when to take the readings. Is it right after, is it in 14 days or 30 days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7010400.resp.pdf?sfvrsn=93923c64_09750900.fhwa
requirements: Additional Laboratory Performance and Tests Test Method Limits Cyclic Weather Testing, Material Tests: Meet the following requirements: Additional Laboratory Performance and Tests Test Method Limits Accelerated WeatheringCyclic Weather Testing AASHTO R-31 No blistering, cracking, rating) 9750900 Jobs with structures Additional Laboratory Performance and Tests Test Method, Performance and Tests Test Method Limits Fluid Resistance ASTM D1308; Paint Thinner, Gasoline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9750900.fhwac9cfa5fbe2884f0eb6e33fb6bd2f566e.pdf?sfvrsn=c150d284_04600102-723FHWA
: Unless otherwise shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT, . If unacceptable discontinuities are found in the joint, the remainder of the joint shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all fillet, be tested. SUBARTICLE 460-6.4.3 is expanded by the following: 460-6.4.3 Overhead Sign Structures and Toll, by the following: Unless otherwise shown in the Plans, perform 100 percent ultrasonic testing (UT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/4600102-723fhwa.pdf?sfvrsn=eb872e7f_13501600.impl
to traffic at an earlier time provided that representative test cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 39, indicate a compressive strength of at least 2200 psi. Cure these test cylinders in a manner identical to the corresponding section of pavement. Protect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/3501600.impl.pdf?sfvrsn=cac66ea6_04550510.impl
testing. Makeeachpile to be dynamically tested with externally attached instruments available to drill, structures, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests, to perform testing. The Department may also perform comparison tests. Provide equipment, by the Engineer, dynamic load tests will be used to determine whether the pile bearing is sufficient, the Engineer in monitoring all blows delivered to the pile. All test piles will have dynamic load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/4550510.impl.pdf?sfvrsn=de9831e5_01600007respon
to conduct at least 3 LBR tests in accordance with FM 5-515? RESPONSE: Change verbiage, for the Engineer’s Verification or Resolution testing until the Engineer accepts the eight LOTs represented
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1600007respon.pdf?sfvrsn=70ad9d6f_03531002.impl
353 CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 10-27-16) (FA 12-23-16) (7-17) SUBARTICLE 353-10.2 is deleted and the following substituted: 353-10.2 Maturity Method Testing: Use a maturity curve to estimate the strength of the concrete for opening to traffic for each day of production. Embed temperature sensors at mid- depth in the slab, at 6 inches from the leading edge of the transverse, to perform the method. Compressive strength tests, as specified in FM 3-C1074, will be performed to produce
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/3531002.impl.pdf?sfvrsn=cac722f1_09450000.comm
9450000 ALUMINUM PIPE, INCLUDING UNDERDRAIN, PIPE ARCH AND STRUCTURAL PLATE PIPE AND PIPE ARCH COMMENTS FROM INTERNAL/INDUSTRY REVIEW Dan Hurtado 414-4155 dan.hurtado@dot.state.fl.us Comment: (6-4-14) 1. Recommend removing the requirement to have the certification notarized. We don't gain anything from this. Response: 2. The Spec requires that the testing of pipe joints and gaskets to be done in the presence of the Engineer. a. Are these tests done at the job site
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9450000.comm.pdf?sfvrsn=e0dc1d31_0D9940000
. Evaluation of test samples shall be field tested in accordance with FM 5-571 for each color, . If test results indicate significant inconsistencies in material properties, new qualification tests, with their approved usage. Samples shall be taken in accordance with the Department’s Sampling, Testing, , through instrumental color testing, shall conform to the requirements of ASTM D4956. In addition, .387 .368 .421 .460 y .610 .539 .486 .540 994-3.3.1 Accelerated Outdoor Test: The retroreflective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9940000.pdf?sfvrsn=6402c08e_03340504int
test results for failures not requiring an Engineering Analysis Report. Justification: One change, evaluating pavement material that had failing test results. Do the changes affect other types, with failing test results. How does this change improve efficiency or quality? By setting a defined time period, pavement with failing test results will be evaluated in a more efficient manner, and the following substituted: 334-5.4.3 Roadway Sampling and Testing Requirements: Obtain five 6 inch diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/3340504int.pdf?sfvrsn=fde31cee_13340504ind
test results for failures not requiring an Engineering Analysis Report. Justification: One change, evaluating pavement material that had failing test results. Do the changes affect other types, with failing test results. How does this change improve efficiency or quality? By setting a defined time period, pavement with failing test results will be evaluated in a more efficient manner, and the following substituted: 334-5.4.3 Roadway Sampling and Testing Requirements: Obtain five 6 inch diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/3340504ind.pdf?sfvrsn=2b6d4750_19290400-122FHWA
for determination of slag activity tests shall meet the requirements of ASTM C989. Sampling and testing procedures shall follow the requirements of ASTM C989. 929-4.2 Acceptance Testing of Slag Cement, ), and total sulfur as sulfate (SO3). 3. The results of all testing listed under Test Methods section, testing listed under Test Methods section of ASTM C989. 4.Indicate the amount of any additions, test reports meeting the chemical and physical requirements of ASTM C989 and this Section. The test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9290400-122fhwa.pdf?sfvrsn=b3bac55c_2bolt flowchart
460-5.2.1 Rotational Capacity Test (RC) 460-4.1.3 F3125 Grade A325 Bolt Assemblies arrive, torque. -Test 5 assemblies -Using Calibrated Torque Wrench, tighten to “snug tight condition, in bolt -Record average torque of three tests (omit the high and low values) required to be used, )/Form 675-015-15b Note: Testing is per lot and requires two assemblies per lot. A typical main girder, . Galvanized bolted assemblies are required to have rotational capacity tests done by manufacturer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/bolt-flowchart.pdf?sfvrsn=e3c1bf41_19910105-724origind
weather test temperature only. Impact tests shall be performed only on tubular markers measuring 36, deleted and the following substituted: 991-1.5 Product Testing: Manufacturers seeking evaluation of Tubular Markers not listed on the APL must include test reports from the National Transportation, impact testing must be performed on concrete in accordance with NTPEP Evaluation of Temporary, the required testing. Acceptable products are those meeting the following requirements after receiving
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9910105-724origind.pdf?sfvrsn=35037f3b_2