9204 search results for test
3370206.comm
, it is only a testing method. Section 916-5 identifies the product requirements to get on the QPL. I, , and P-8), and asphalt binder content (Pb) only. 2. Testing in accordance with AASHTO T 312-08 and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1.1. 3, testing will be required for these mixtures. 334-5.1.8 does not appear in the revised specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3370206.comm.pdf?sfvrsn=ae6e2232_01600402.comm
1600402 Acceptance Program – Acceptance Criteria Comments from Industry Review ****************************************************************************** Troy Whitfield (863) 519-4249 troy.whitfield@dot.state.fl.us Comment: Should the standard reflect the same frequency of verification testing for both the roadway and shoulder/bike path/sidewalk? In the present specification the standards are higher for the shoulder/bike path/sidewalk. Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1600402.comm.pdf?sfvrsn=dac79770_05480901.origind
is obtained over the reinforcement that extends into the backfill. Reduced testing increases the chance, by removing allowance for Reduced Frequency Testing. This was inadvertently allowed in a previous, testing increases the chance that minimum compaction efforts have not been met. Please share, , 120-10.1.6,120-10.2 and 120-10.3. Comment [r1]: Section 120-10.1.6 (Reference to Reduced frequency testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5480901.origind.pdf?sfvrsn=4c922088_01050806.comm
for the Department, and perform all testing with a CTQP Asphalt Paving Level I technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/1050806.comm.pdf?sfvrsn=b848d989_02340000.resp
Testing Exceptions: Density testing for acceptance will not be performed in areas as defined, not requiring density testing will be prorated based on a pay factor of 1.00 for the tonnage of material in areas not requiring density testing and the actual pay factor for the tonnage of material in areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/2340000.resp.pdf?sfvrsn=c767b95_0SSM5220000resp
SSM5220000 CONCRETE SIDEWALK AND DRIVEWAYS COMMENTS FROM INTERNAL REVIEW District 5 Comments:(03/19/21, Internal) Agree testing requirements should not be included. Response: No change needed ****************************************************************************** Zachary Taylor, but leave out the testing & recording requirements. (As testing results would require additional, , Internal) I agree that density testing under some foundations may be an impractical requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/comments-responses/ssm5220000resp.pdf?sfvrsn=9f7d819f_24610901-122impl
461 MULTIROTATIONAL BEARINGS (REV 3-22-21) (FA 6-22-21) (1-22) SUBARTICLE 461-9.1 is deleted and the following substituted: 461-9 Basis of Payment. 461-9.1 Basic Items of Bearings: The Contract unit price per each for bearings will be full compensation for all work and materials necessary for the complete installation. Such price and payment will include, but not limited to, the following specific incidental items: 1. testing, 2. tools and equipment required for installation, 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/4610901-122impl.pdf?sfvrsn=80de9447_21050808.comm
are maintained during the course of sampling, testing and inspection," the word current should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/1050808.comm.pdf?sfvrsn=93e3a999_01050808.resp
are maintained during the course of sampling, testing and inspection," the word current should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/1050808.resp.pdf?sfvrsn=5ef6d308_09300503.comm
but was raised to 1.0 lbs/yd3 - I'm guessing extensive testing showed 1.0 lb/yd3 chloride
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9300503.comm.pdf?sfvrsn=da4cbc7c_01050102.impl
105 CONTRACTORQUALITYCONTROLGENERALREQUIREMENTS. (REV10-26-15)(FA12-16-15)(7-16) SUBARTICLE105-1.2.3isdeletedandthefollowingsubstituted: 105-1.2.3NotificationofPlacingOrder:Ordermaterials sufficiently in advance of their incorporation in the work to allow time for sampling, testing and inspection. Notify the Engineer prior to placing orders for materials. Submit to the Engineer a fabrication schedule for all items requiring commercial inspection at least 30 days before beginning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1050102.impl.pdf?sfvrsn=f7a2bff_04550518DB.comm
it reads: "The certification shall not be contingent on any future testing or approval by Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4550518db.comm.pdf?sfvrsn=2b25a9c5_01050803.FHWA
plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure, include final curing, compressive strength testing, and the recording/reporting of all test data, property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure, all asphalt plant related testing with a CTQP Asphalt Plant Level I Technician. As an exception, on the roadway at all times when placing asphalt mix for the Department, and perform all testing with a CTQP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/1050803.fhwa.pdf?sfvrsn=8f408c22_026C-006 Department Value Pricing Pilot Program Financial Review FY 2024-25
tested complied in all material respects with limitations set forth in the VPPP. What We Recommend, Expenditures Source: OIG Prepared Schedule As part of our testing, we determined 48 transactions were, transactions totaling $4,141,613 of the total $32,902,526 or 13 percent. We also tested the supporting, phase, the transactions tested complied with 23 U.S.C., Section 129(a)(3) and VPPP. The sampling, with Federal Highway Administration; and examining and testing transactions for VPPP compliance. Docusign
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ig/reports/26c-006-department-value-pricing-pilot-program-financial-review-fy-2024-25.pdf?sfvrsn=55a1bfef_126C-003 FTE Section 129(a)(3) Financial Review FY 2024-25 (Toll Credits)
We Found We determined FTE’s use of toll revenues for the 10 toll facilities tested complied in all, of our testing, we determined seven transactions were greater than $250,000. These transactions, , including the accounting system object code, description, vendor, and tested the supporting documentation. We also tested the supporting documentation of 40 statistically sampled transactions between, applicable laws and statutes; and examining and testing transactions for Section 129 compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ig/reports/26c-003-fte-section-129(a)(3)-financial-review-fy-2024-25-(toll-credits).pdf?sfvrsn=a86d5d85_14620702-724origind
of 0.17 pounds per gallon. a. Test for presence of chlorides and oils in discharged water before, prior to stressing 20.Do not install permanent tendons before completion of testing as required by this Section or the Contract Documents. The only two exceptions are: a. Tendon to be tested by “Theoretical Elongation Verification” may be installed for test; and, b.Transverse tendons may be pre, elongations at the required force falls outside acceptable tolerances, additional tests may be required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4620702-724origind.pdf?sfvrsn=ac04889e_2c9-toc
.............................................9-5-1 9 . 5 . 5Methods and Equipment/Test Hole Installation ..............9-5-2 9 . 5 . 6Test Hole Installation/Load Tests/Core Borings at Shaft Locations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/c9-toc.pdf?sfvrsn=e32e4748_01050807.origind
of required QC tests and statistical evaluation of QC test results. SUBARTICLE 105-8.7.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/1050807.origind.pdf?sfvrsn=98a529d2_0SS4460200
from Departm acceptance tests or independently verifiable commercial mixes, that draincrete, the drain rate in accordance with FM 5-570 to determine the drain rate. A minimum of two test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss4460200b083cbef944642aa94eb37fc6d55edd1.pdf?sfvrsn=fe3b2d21_07010401.origind
. Conduct field tests in accordance with FM 5-541. Take test readings representative of the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/7010401-origind.pdf?sfvrsn=f5d48963_2