8978 search results for test
3531002.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_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_03501600.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_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_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
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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_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_29910105-724origind
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_2datp
IV.C.iv. Vehicle Testing and Certification, Type II Fuel Economy Testing 77 Figure 6: TNO Summary of High Level Truck Platooning Benefits 83, Tests 75 Table 5: Evaluation of Truck Clearances on I-75 in North Florida 88 Table 6: EPTC, , for the purpose of developing a pilot project to test vehicles that are equipped to operate using driver, for the truck pair) have been documented through extensive test track evaluations, motivating major
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content/legislative/documents/datp.pdf?sfvrsn=971162d9_09160201.FHWA
Reporting: Specification compliance testing results shall be reported for the tests in the table below, be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results, additional requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12) shall be 26.5ºC for PG grades PG 67 and higher. 2. An additional high temperature grade of PG 67 is added for which the high test temperature at 10 rad/sec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9160201.fhwa.pdf?sfvrsn=63b1c7c5_0bolt 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_12014eBook
of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge, designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time of the bid, and of the work performed by the Contractor. Laboratory. The official testing laboratory used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/ebook/2014ebook.pdf?sfvrsn=5b53a99b_49260203.FHWA
TypeF-2productswillbeaccepted on the job. Furnish Submit to the Engineer testing from the manufacturer of the product for each LOT of material to be incorporated in the project. The test results will indicate, the required tests. Obtain approval from the Engineer before incorporating material into the project, shall provide Submit from the manufacturer test data showing that cutback and emulsified asphalts, testing from the manufacturer of the product for each LOT of material to be incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9260203.fhwa.pdf?sfvrsn=14f34d6_09320300.resp
the "accredited ISO independent test lab" material acceptance testing cost $3000 to $5000 to perform, : This will be changed as noted. Change made. 2. I recommend rewording the sentence to make it clear the testing, of the lab is at the contractor’s expense, but not necessarily the testing itself. Response: The sentence will be revised to: Testing shall be conducted, at the Contractor’s expense, : (12-23-16) 1. Table 3-2, Bond Strength to Concrete, Block pull-out test method referenced is ACI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/9320300.resp.pdf?sfvrsn=b55fa8a0_0