9274 search results for test
9910100-723resp
times about the elimination of Asphalt testing, the recommendation for Texas A&M Transportation, of the roadways, asphalt testing is much tougher to pass. Below is an excerpt from 607532-02 Phase 2 – from, . Response: (Gevin McDaniel, P.E.) Testing tubular markers on asphalt with open graded friction course (OGFC) would be ideal. However, we found out recently that the NTPEP testing procedure will not be including the OGFC testing. The testing facility (TTI) is having challenges with funding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9910100-723resp.pdf?sfvrsn=3f965e5c_29910100-723resp
times about the elimination of Asphalt testing, the recommendation for Texas A&M Transportation, of the roadways, asphalt testing is much tougher to pass. Below is an excerpt from 607532-02 Phase 2 – from, . Response: (Gevin McDaniel, P.E.) Testing tubular markers on asphalt with open graded friction course (OGFC) would be ideal. However, we found out recently that the NTPEP testing procedure will not be including the OGFC testing. The testing facility (TTI) is having challenges with funding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9910100-723respab790d1ae9da4ea8bb233adc4f11c581.pdf?sfvrsn=78a34333_29320000.comm
& testing requirements. 5. 932-2.2.3: The testing section is ambiguous and may imply that hardness tests may be used in lieu of shear modulus tests. I realize that this cross-walk table was added to clarify the limits for the other physical property tests such as elongation, but it's addition may create confusion. Additionally load testing is based on the service load for each pad, which is typically, be: Unless otherwise shown in the contract documents the rated service load for load testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9320000.comm.pdf?sfvrsn=a2d9a5d1_09320000.resp
of the other test performance criteria testing purposes, use the following cross-over table, & testing requirements. Response: This specification is specifically a materials specification, as part of the standard AAAHTO construction specifications. 5. 932-2.2.3: The testing section is ambiguous and may imply that hardness tests may be used in lieu of shear modulus tests. I realize that this cross-walk table was added to clarify the limits for the other physical property tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9320000.resp.pdf?sfvrsn=67cba616_09290000.FHWA
tests and a copy of their certified test reports shall be sent to the State Materials Office when, the monthly QC tests and a copy of their certified test reports shall be sent to the State Materials Office, perform the monthly QC tests and a copy of their certified test reports shall be sent to the State, the monthly QC tests and a copy of their certified test reports shall be sent to the State Materials, laboratory shall perform the monthly QC tests and a copy of their certified test reports shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9290000.fhwa.pdf?sfvrsn=d195895a_0SS3460000
. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix, resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection reports, Department acceptance tests, which met all plastic and hardened concrete test requirements. (2, of meter for QC tests as the Department uses for Verification testing. When using pressure type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3460000.pdf?sfvrsn=1dca039a_0SS3460000
for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, . 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled shaft concrete, such tests. Perform slump loss testing of the drilled shaft mix using personnel meeting the requirements, strength tests. Record the ambient air temperature during the test. Ensure that the concrete properties, samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days. Submit
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. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix, resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection reports, Department acceptance tests, which met all plastic and hardened concrete test requirements. (2, of meter for QC tests as the Department uses for Verification testing. When using pressure type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss3460000.pdf?sfvrsn=9a933138_09750600.comm
states that test panels be prepared “consistent with anticipated use or mutually agreed upon, the product be tested as it will be used? Application rates vary by manufacturer/product technical data sheets. Response: 2. Fluorescent UV-Condensation Exposure under laboratory testing lists ASTM D 4587, 2000 hours. There are four test cycles listed in table I of ASTM D 4587. Should the test cycle, test panels by applying the finished coating at a rate of 50 +-plus or minus 10ft2 square foot per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9750600.comm.pdf?sfvrsn=265c9e20_0Section11V2-726redln
. Table 1. Required Tests for Coarse Aggregate Approval Test Type No. of Tests For: Test Method, Aggregate Approval – Silica Sand Test Type No. of Tests For Test Method Initial Source Approval, . Required Tests for Fine Aggregate Approval – Screenings Test Type No. of Tests For Test Method Initial, Tests for Base Aggregate Approval No. of Tests for Material Category Test Type Limerock, Bank Run, Required By Applicable Project Specifications No. of Tests for Stockpile Maximum Size Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/materials-manual/section11v2-726redln.pdf?sfvrsn=a7e874f9_1Section35-051815 1-16
testing at least once a month so as to not exceed 35 calendar days between any two SC tests, Control (QC) Program for the manufacture, testing, storage, and transportation of asphalt binder, and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American, Tests, Washington, D.C Approved Products List (APL), Florida Department of Transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/materials-manual/section35-051815-1-16.docx?sfvrsn=22c51609_17f Type 2 CE Public Hearing_Moderator Script
during formal testimony. If you have additional questions following the 67 hearing tonight, you may, and begin again at ______ p.m. 87 88 Intermission – (length of time) minutes 89 6 Formal Testimony 90 IN-PERSON MODERATOR 91 Ladies and gentlemen, we will now begin the public testimony portion, comments during testimony. Our focus tonight is recording your comments. If you have 95 additional, testimony is complete: 113 Is there anyone else attending in person who has not spoken but would like
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Requirements: For laboratory testing, use flat test panels prepared in accordance with AASHTO R-31. Outdoor exposure testing will be performed by the Department. Submit four 4 inch by 8 inch fiber, 7. Laboratory Testing- Non-Sacrificial Property Test M e t h o d Requirement Cyclic Weather, loss. Laboratory Testing- Sacrificial Property Test M e t h o d Requirement Cyclic Weather, 100 hours No melting or disbondment Outside Testing- Sacrificial Property Test M e t h o d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9750702.impl.pdf?sfvrsn=d2da3938_01050500.impl
the laboratories performing testing. Ensure that the testing laboratories comply with the Laboratory, testing cylinders and recording concrete strength for material acceptance are qualified CTQP Concrete Laboratory Technicians Level I. Duties include final curing, compressive strength testing, and the recording/reporting of all test data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050500-impl.pdf?sfvrsn=c9a9ee92_45480000.resp
to be modified to match the current definition of LOTS in 548. Test Name Quality Control (QC) Verification Maximum Density One per soil type One per soil type Density One set of tests per LOT One set of tests per four LOTs for each type of QC test. Gradation One per Maximum Density One per Maximum, kevinp@dabcon.com Comment: (6-20-13) 548-2.6.2 requires backfill material be tested for Resistivity, the testing and acceptability ranges? The PH range has been reduced. In previous versions
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load testing of instrumented piles and test piles in the field. The DTO must have a rank, load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, Testing Operator (DTO) to perform the dynamic load testing of instrumented piles and test piles, by Juan Castellanos to update the requirements for the Dynamic Testing Engineer (DTE) and the Dynamic Testing Operator (DTO) in a Design Build project. Please review and transmit your comments, if any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1050813db.fhwa.pdf?sfvrsn=55d08e16_02000000fhwa
tests at D2000000.D02 285-7xx, 2285- 7xx random locations within the test section. At each test site, test the bottom 6 inches [150 mm] in addition to the entire course thickness. must be tested and pass, and be verif ied. All QC tests and a Department Verification test must meet the density, reduced frequency of testing. If the Verification test fails, and Quality Control test data, of the Quality Control testing. 200-7.3.2 Department Verification Tests: 200-7.3.2.1 Maximum Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/2000000fhwa.pdf?sfvrsn=b64a3912_04510200.origind
Soil Anchor Load Test Acceptance Criteria: The Engineer will accept a performance or proof-tested, . For performance tests, totalnet movement at the maximum test load cycle (movement between alignment, elongation of the unbondedtest stressing length. For proof tests, net movement at the maximum test, length. For proof tests, net movement at the maximum test load (movement between alignment load, of the test stressing length. TheEngineer will accept a creep tested prestressed soil anchor if the: 1. p
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, certified test reports from an approved independent laboratory acceptable to the State Materials, cementitious material shipments to be individually tested prior to incorporation into Department work, of quality control or verification test results. 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the qualification requirements, , Class C or Class F Fly ash. Sampling and testing of fly ash shall follow the requirements of ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d92900002ddf08324106456bb777f4f808311707.pdf?sfvrsn=2a722dda_0D9290000
, certified test reports from an approved independent laboratory acceptable to the State Materials, cementitious material shipments to be individually tested prior to incorporation into Department work, of quality control or verification test results. 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the qualification requirements, , Class C or Class F Fly ash. Sampling and testing of fly ash shall follow the requirements of ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9290000.pdf?sfvrsn=50dd2bf9_0