9204 search results for test

SS5710000

. Beforeinstallingtheplasticerosionmat furnish the Engineer two certified copies of the test report from the manufacturer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss5710000.pdf?sfvrsn=3518944c_0

3200603impl

 320 HOT MIX ASPHALT - PLANT METHODS AND EQUIPMENT (REV 10-22-18) (FA 12-11-18) (7-19) SUBARTICLE 320-6.3.2 is deleted and the following substituted: 320-6.3.2 Test Frequency: The normal frequency for taking asphalt mix temperatures will be for each day, for each design mix on the first five loads and one out of every five loads thereafter. Take the temperature of the asphalt mix at the plant and at the roadway before the mix is placed at the normal frequency. Record the temperature

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/3200603impl.pdf?sfvrsn=8b8d61e9_2

Asphalt Research-Construction Academy - March 2025 - Greg Sholar

 Florida Department of Transportation Asphalt Research Update Construction Academy March 26, 2025 Greg Sholar Florida Department of Transportation NCAT Te st Tr a c k  5 trucks  46 test, miles long.  12 test sections, 1000 ft. long. Florida Department of Transportation Asphalt Te st, of Transportation FDOT Heavy Ve h i cle Simulator C o n c . S e c t i o n Each Test Lane is ≈12, Determination  Allows expedited evaluation.  Previous process required a roadway test section

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/asphalt-research-construction-academy---march-2025---greg-sholar.pdf?sfvrsn=ad7382d5_1

NEPA Assignment - Agreement Amendments

Stylesheet Sample Text TOC Administrator Test JS for Digitizing Update What's New Welcome First

https://www.fdot.gov/environment/amendments.shtm

1450300FHWA

of 2.0% by weight of organic material, as determined by FM 1-T267 and by averaging the test results, volume if an individual test value exceeds 3.0%. Use backfill material with a maximum plasticity index, an average of 2.0% by weight of organic material, as determined by FM 1-T267 and by averaging the test, volume if an individual test value exceeds 3.0%. Use backfill material with a maximum plasticity

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1450300fhwa.pdf?sfvrsn=8a88726c_1

9310101-724IMPL

 931 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 5-5-23) (FA 11-7-23) (FY 2024-25) SUBARTICLE 931-1.1.5 is deleted and the following substituted: 931-1.1.5 Acceptance of Steel Bars: Acceptance of reinforcing steel shall be based on the manufacturer being on the National Transportation Product Evaluation Program (NTPEP) list of compliant producers, samples taken by the Department, and manufacturer’s certified mill analysis. The test results shall meet

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9310101-724impl.pdf?sfvrsn=7caacf2f_1
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