9037 search results for test
1450302.comm
1450302 GEOSYNTHETIC REINFORCEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Neil Monkman neil.monkman@wrightg.com Comments: (6-26-12) As long as revisions are being considered for the 2nd paragraph I believe it should be made clear in this paragraph to state "...three randomly selected REPRESENTATIVE samples..." Currently the specification seems to allow the sampler to obtain a sample that may not be representative of the entire stockpile. Understanding that FM test methods may give
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1450302-comm.pdf?sfvrsn=d8c2ad98_44460300.comm
4460300 – EDGEDRAIN (DRAINCRETE) COMMENTS FROM INDUSTRY REVIEW ************************************************************************ Bob Dion URS Corp – (386)740-0665 Comments: Suggest rewording the 1st sentence of 446-5.1 after 'and' to 'determine the drain rate in accordance with FM 5-570.', if your intent is to take the samples and test them in accordance with FM 5-570, since it addresses both. ************************************************************************ Ghulam
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4460300.comm.pdf?sfvrsn=10260366_05230201.resp
, including dropping the requirement for test decks. Why not consider waiting a little longer to process
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/5230201.resp.pdf?sfvrsn=950060e0_0D1020003
, with a requirement to use a minimum of three fasteners per barrier section. (f)Priortoapprovalanimpact test, c e r t i fied test reports including all applicable test methods stating that the materials, impact test may be required by the Manufacturer to verify continual compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d1020003.pdf?sfvrsn=2b503e6b_0SPM9710801-723-i18604
beads and/or aggregate, depending on application method. Component Test Method Criteria TiO 2, Physical Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234, minutes. 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm9710801-723-i18604.pdf?sfvrsn=d00c08ab_2SPM9710801-122
and/or aggregate, depending on application method. Component Test Method Criteria TiO2, Type II, Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, . 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm9710801-122.pdf?sfvrsn=6aa16d22_2SPM9710801-722-i17974
and/or aggregate, depending on application method. Component Test Method Criteria TiO 2 , Type II, Physical Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, minutes. 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm9710801-722-i17974.pdf?sfvrsn=a442683b_2SPM9710801-721
and/or aggregate, depending on application method. Component Test Method Criteria TiO2, Type II, Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, . 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm9710801-721.pdf?sfvrsn=2028c80a_2SP9710801
and/or aggregate, depending on application method. Component Test Method Criteria TiO2, Type II Rutile, Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, minutes. 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/sp9710801.docx?sfvrsn=576a976a_29740000-122comm
9740000 SURFACE TREATMENTS (New Section) COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad Florida Transportation Builders’ Association, Inc. w (850) 942-1405 aprasad@ftba.com Comments: (Internal 5-17-21) What does these changes mean? Do they still have to be on the test deck for 3 years? Response: ****************************************************************************** Deborah Ihsan Work Phone: 954-777-4387 E-Mail: Deborah.Ihsan@dot.state.fl.us Comments: (Industry
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9740000-122comm.pdf?sfvrsn=e9d7b9aa_24620500.comm
Operations Plan. 1. Clarification: Test number needed: One system per group - does this mean, mock-up test, where clear pipe is recommended, the updated specification requires actual components used for the system test without benefit of translucent pipe to visually observe the grout/wax, way to keep the tendon in line during the stressing operation. I noticed during FDOT mock-up wax test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4620500.comm.pdf?sfvrsn=928a8c8a_09310101.impl
and manufacturer’s certified mill analysis certifying that the test results meet the specification, analysis from the manufacturer of the sheet metal bottom strips including test results for thickness, . TheContractorshallsubmit to the Engineer a certified test report from the manufacturer of the dowel bars confirming that the requirements of this Section are met. The certified test report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9310101.impl.pdf?sfvrsn=4161c124_09480104.impl
948 OPTIONALDRAINAGEPRODUCTSANDLINERREPAIRSYSTEMS. (REV11-4-15)(FA1-27-16)(7-16) SUBARTICLE948-1.4isdeletedandthefollowingsubstituted: 948-1.4NonpressurePipe:PVCpipeandABSpipeintendedfordirect-burialor concrete encasement, shall meet the following requirements: 1.PVCPipe: ASTM D3034, SDR-35, or ASTM F949, profile wall without perforations. 2.ABSPipe: ASTM D2680. Themanufacturer of the PVC or ABS pipe shall submit to the Engineer the mill analysis covering chemical and physical test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9480104.impl.pdf?sfvrsn=b4b360fe_09850302.impl
. Themanufacturer shall maintain test records as required by this Specification and these records shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9850302.impl.pdf?sfvrsn=5c202e10_01050803.comm
test results and make them available for review by the Engineer throughout the life of the Contract
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such as corrections to be incorporated into an existing LOT and thus more likely to be accepted by test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/3340104.comm.pdf?sfvrsn=4c3424db_0SP9710801-i16470
and/or aggregate, depending on application method. Component Test Method Criteria TiO2, Type II, Physical Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, minutes. 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/sp9710801-i16470.pdf?sfvrsn=98fa2eea_37850000.origind
. Conduct the test by using the Fall-of-Potential method as described in the IEEE Standard 142-1991. Provide the Engineer with written test results for each testing location prior to backfilling the grounding electrode. Include in the test results the instrument model and date of calibration, welds. All ground rods and connections must remain accessible for inspection, testing, and maintenance, Ground Resistance Testing and Certification: Measure the ground resistance with an instrument designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7850000.origind.pdf?sfvrsn=4628f2b0_07850000.FHWA
the Engineer with written test results for each testing location prior to backfilling the grounding electrode. Include in the test results the instrument model and date of calibration for the device used, , testing, and maintenance. Place the main ground rod in the electrical pullbox nearest the site cabinet, Testing and Certification: Measure the ground resistance with an instrument designed specifically to measure and document earth/ground resistance, soil resistance, and current flow. Conduct the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7850000.fhwa.pdf?sfvrsn=b2948686_02025_Construction Academy_Structural Materials_03-25-2025
Low Compressive Strength Concrete Classification Sampling and Testing Who do I call if I have, 400-16.2) (SS 400-16) Sampling and Test ing Plastic Properties Slump Air Content (Pressure, . There is an ex ception for Self -Consolidating Concrete (SCC) based on additional plastic property tests, + + Resolution Cylinders “Hold Cylinders” QR VR IF Difference (%) ≤ 14% QC test results are verified, the Engineer will accept the concrete based on QC test results. IF Difference (%) > 14
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/2025_construction-academy_structural-materials_03-25-2025.pdf?sfvrsn=b541517e_1