9274 search results for test
9710203FHWA
when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches, of pavement markings shall provide a minimum Dynamic Friction Tester (DFT40) value of 45 or greater, or greater for a three-year period as tested per FM 5-622, Part B. SUBARTICLE 971-7.3 is deleted, Tensile Strength: The pavement markings shall have a minimum tensile strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9710203fhwa.pdf?sfvrsn=e60528fd_19710000.comm
paul.gentry@dot.state.fl.us Comments: The test method ASTM D522, refereed to in 971-3.3 and 971-4.3 shows up on the SMO, paul.gentry@dot.state.fl.us Comments: 971-8.3 Flexability Flexability test "Fed-Spec TT-P-115D" is being, )414-4118 paul.gentry@dot.state.fl.us Comments: The new test method for Bleed Ratio in 971-3.3, rendering the traffic marking less effective as a lane or directional indicator. This test method, less effective as a lane or directional indicator. This test method in conjunction with the method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9710000.comm.pdf?sfvrsn=2f097da1_09750600.resp
under laboratory testing lists ASTM D 4587, 2000 hours. There are four test cycles listed in table I, requires the manufacturer to submit test panels to the Department. All references to outdoor testing, : The salt fog testing is a performance test designed to predict a coatings ability to prevent, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9750600.resp.pdf?sfvrsn=c1bb32a5_04300410Comm
Specifications D3212 and C13 both have a plant hydrostatic test period of 10 minutes as compared to the proposed 1 hour period.We recommend a 10 minute testing period for all types of pipes. Allowance, to require the contractor to perform a water pressure test on all pipe runs on the entire project? Jeffrey, or not the intent of this specification is to have the manufacturer test their product in the plant, or if the test must be conducted post installation by the contractor. Also, is it the intent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4300410comm.pdf?sfvrsn=28333399_09290000.origind
laboratory shall perform the monthly QC tests and a copy of their 9290000 All Jobs certified test, herein. An approved laboratory shall perform the monthly QC tests and a copy of their certified test, the monthly QC tests and a copy of their certified test reports shall be sent to the State Materials, : The cementitious materials supplier shall submit the proposed Quality Control (QC) Plan, certified test reports, Plan and satisfactory verification of the test results, the plant will be placed on the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9290000.origind.pdf?sfvrsn=59d23efe_0d4-d6-qar-checklist--geotech-5-03-2022
by CEI PM or Rep for acceptance? Foundation verification testing documentation (CSL, Test piles, Load Tests) oAny verification tests performed? oVerification testing in accordance, , Test/Method Shaft, Load Test Results oReviewed and concurred with or by DGE or Rep? oPile length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d4lap/projectmanagementanddistrictresources/construction/d4-d6-qar-checklist--geotech-5-03-2022.docx?sfvrsn=f28e1fa_14650000SS
. Notify the Engineer two weeks before performing test and ensure the Engineer is present during testing, load tests up to and including the 300% load test as required by the Engineer at no additional cost, . Provideinshopdrawingformat for approval, test procedures for specific tests to be performed, the tests. 465-15.2 Functional Acceptance Test Books: The functional acceptance tests consists of Preliminary Checkout, Functional Tests (three phases) and Operational Testing Period. Integrate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4650000ss.pdf?sfvrsn=db5266d_0NCHRP End Treatment or Crash Cushion
A crashworthy device that has been approved using the NCHRP testing requirements
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/definitions-guardrails/nchrp-end-treatment-or-crash-cushionMASH End Treatment or Crash Cushion
A crashworthy device that has been approved using the MASH testing requirements
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/definitions-guardrails/mash-end-treatment-or-crash-cushion3340203-722impl
. Test for roadway density in accordance with FM 1-T 166. 334-5.1.2 Acceptance Testing Exceptions, tests to determine the acceptability of the material. Density testing for acceptance, , assure an adequate number of test results are obtained for stockpile approval. Test the RAP material, with a minimum of six test results. Test the RAP material for Gmm (for Gsb determination) at a minimum frequency of one sample per 5,000 tons with a minimum of two test results. Based on visual inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3340203-722impl.pdf?sfvrsn=2d04a1d1_2SP1201003SL
(REV 9-16-09) (FA 11-9-09) (7-14) EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. SUBRTICLE 120-10.3.1 is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification of Shoulder Only Areas, Bike/Shared Use Paths, and Sidewalks Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp1201003sl.pdf?sfvrsn=146a6d3d_0SP1201003SL
EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBRTICLE 120-10.3.1 (of the Supplemental Specifications) is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification of Shoulder Only Areas, Bike/Shared Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp1201003sl.pdf?sfvrsn=456ff703_0SP1201003SL
EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBRTICLE 120-10.3.1 (of the Supplemental Specifications) is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification of Shoulder Only Areas, Bike/Shared Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp1201003sl.pdf?sfvrsn=1f314a5d_0SP1201003SL
(REV 9-16-09) (FA 11-9-09) (1-13) EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. SUBRTICLE 120-10.3.1 (Page 168) is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification of Shoulder Only Areas, Bike/Shared Use Paths, and Sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1201003sl.pdf?sfvrsn=4abb8a18_0SP1201003SL
(REV 9-16-09) (FA 11-9-09) (1-13) EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. SUBRTICLE 120-10.3.1 (Page 168) is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification of Shoulder Only Areas, Bike/Shared Use Paths, and Sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp1201003sl.pdf?sfvrsn=a2e25d0d_0SP1201003SL
EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-15) SUBRTICLE 120-10.3.1 is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification of Shoulder Only Areas, Shared Use Paths, and Sidewalks Standard Proctor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp1201003sl.pdf?sfvrsn=2bb7e32e_4SP1201003SL
(REV 9-16-09) (FA 11-9-09) (1-14) EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. SUBRTICLE 120-10.3.1 (Page 170) is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification of Shoulder Only Areas, Bike/Shared Use Paths, and Sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2014/files/sp1201003sl.pdf?sfvrsn=f7991e0_01201003SL.impl
120 EXCAVATIONANDEMBANKMENT – ACCEPTANCE PROGRAM. (REV9-16-09)(FA11-9-09)(7-10) SUBRTICLE120-10.3.1(oftheSupplemental Specifications) is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name QualityControl Verification Verification of Shoulder Only Areas, Bike/Shared Use Paths
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/1201003sl.impl.pdf?sfvrsn=3288a5ec_0SP1201003SL
EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBRTICLE 120-10.3.1 (of the Supplemental Specifications) is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at minimum frequency listed in the table below. Bike/Shared Use Paths, and Sidewalks a Test Name Quality Control Verification Verification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp1201003sl.pdf?sfvrsn=3d70608a_0SP1201003SL
EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-16) SUBRTICLE 120-10.3.1 is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name QualityControl Verification Verification of Shoulder Only Areas, Shared Use Paths, and Sidewalks Standard Proctor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp1201003sl.pdf?sfvrsn=9f99488a_2