9037 search results for test

7480000SP

, or by the addition of modules as necessary. The computer automatically polls each Traffic Monitoring Site, tests the equipments parameters, uploads and collects the data, tests the integrity of the data, notes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/7480000sp.pdf?sfvrsn=42f55a2d_0

7480000SP

, or by the addition of modules as necessary. The computer automatically polls each Traffic Monitoring Site, tests the equipments parameters, uploads and collects the data, tests the integrity of the data, notes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7480000sp.pdf?sfvrsn=60bf5e2d_0

SP7480000

, or by the addition of modules as necessary. The computer automatically polls each Traffic Monitoring Site, tests the equipments parameters, uploads and collects the data, tests the integrity of the data, notes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp7480000.pdf?sfvrsn=da5badb2_0

SP7480000

of modules as necessary. The computer automatically polls each Traffic Monitoring Site, tests the equipments parameters, uploads and collects the data, tests the integrity of the data, notes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp7480000.pdf?sfvrsn=4fe91f3b_0

SDRBfindings

by testing 10% of fastener assemblies to ensure snug-tight torque 2) If tested fasteners do not obtain the job inspection snug-tight torque, test all the remaining using a calibrated torque wrench until minimum testing stated above is performed favorably 3) Following confirmation of snug-tight condition

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d4/2018/sdrbfindings.pdf?sfvrsn=a1ce9f7_2

5270000.resp

protection is to subject it to a standardized accelerated weathering test performed by an independent, ASTM tests related to the variety of DW products and materials. Our intent is to develop a simple, ASTM tests related to the variety of DW products and materials. Our intent is to develop a simple

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/5270000.resp.pdf?sfvrsn=2942d682_0

4460200FHWA

acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance, Department acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. 2. Test data from

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4460200fhwa.pdf?sfvrsn=7630830d_1

3340000.D01.fhwa

measurement, RAP stockpile characterization, test method versions, precision of roadway core Gmb test, 0.00-1.59 1.00 2.26-4.50 1.60-3.18 Table 334-8 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation 0.90 4.51-5.50 3.19-3.89 0.80 >5.50 >3.89 No. 200 Sieve, 2.01-3.00 1.42-2.12 0.80 >3.00 >2.12 Notes: (1) Each density test result is the average of five, . 334-8.2.2ThreeorMoreSublotTestResults:Whenthreeormore sublot test results are available for a LOT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3340000.d01.fhwa.pdf?sfvrsn=e7fe29fb_0

9370000.origind

shall be made in accordance with 6-1Section 6 and shall include certified test reports from an independent testing laboratory which shows the material system meets all the requirements specified, Requirements (FM 5-568): When tested in accordance with FM 5-568, the adhesive bonding material system, )Afterremovalofthe42dayload,theuniformbondStressfrom a subsequent Confined Tension Test shall not be less than

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9370000.origind.pdf?sfvrsn=ae6c3322_0

5480000.FHWA

the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Submit a signed and sealed, metallic soil reinforcement, use backfill that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/5480000.fhwa.pdf?sfvrsn=235e5efb_0

3460303-116.origind

analyses and test results requested by the Engineer for any noncompliant mass concrete element, , for the analyses orand tests or any impacts upon the project.When mass concrete is designated, allowable temperature has been exceeded, provide all analyses and test results deemed necessary, , for the analyses or tests or any impacts upon the project

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3460303-116.origind.pdf?sfvrsn=7cacfd14_0

4500000.impl

of the inspection and testing. Keep certified test reports for all materials incorporated, ’s verification tests. The sampling for verification testing will be performed by the Department, information regarding the certification and testing of prestressing steel, FRP prestressing strands, at all times for the Engineer’s inspection. 450-2.6 Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4500000.impl.pdf?sfvrsn=652c13ac_0

Forms (Application, Compliance Matrix, etc.....)

Application: TERL (Traffic Engineering Research Laboratory) RFPC (Request for Product Consideration) Form Certification to Field Installation of Materials to the Department's Test Deck Form Compliance Matrix Luminaire: Conventional Compliance Matrix Luminaire: High Mast Compliance Matrix Luminaire: Sign Compliance Matrix Luminaire: Under Deck Compliance Matrix Luminaire: Wildlife Sensitive MOT (Maintenance of Traffic): Category 1 Work Zone Devices MOT (Maintenance of Traffic): Category 2

https://www.fdot.gov/programmanagement/productevaluation/default.shtm/lists/quick-links/14eae5d6-08e7-4037-9a62-6f4ee8739b16

9710803.impl

 971 TRAFFIC M A R K I N G M A T E R IALS. (REV5-6-10)(FA5-11-10)(1-11) SUBSECTION 971-8.3.2 (of the Supplemental Specifications) is deleted and the following substituted: 971-8.3.2 Abrasion Resistance: Test four samples per LOT using a Taber Abrader. The material shall be applied to specimen plates using a drawdown blade having a clearance of 26 mils. Air dry each sample for 30 minutes and bake at 220ºF for 18 hours. Clean with a soft brush and weigh each sample. Abrade samples

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9710803.impl.pdf?sfvrsn=79ce2c07_0

4100301.comm

dpatterson@cemexusa.com Comments: Will this change affect the size of the test cylinders in 410-3.1? Response: ******************************************************************************

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4100301.comm.pdf?sfvrsn=a2304695_0
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