8976 search results for test

9600000.resp

components are tested (i.e. exclude segmental couplers in the full scale tests), using concrete, ghunsicker@structural.net Comments: (12-14-16) 1. 960-2.4. Which performance properties need to be tested, specification (referencing fib 7 instead of fib 75) for the system leak tightness test (System Assessment Test B.5 in fib 75) be given where used for grouted tendons (now primarily cantilever tendons, significant new testing and potentially modifications for this requirement. The primary change

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/9600000.resp.pdf?sfvrsn=99e1bdb_0

2013eBook

American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American, , or combination of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/ebook/2013ebook.pdf?sfvrsn=4aa23597_0

SunGuide-SIP-8 2

to be tested .................................................................... 12 9.3 Test, : text of the requirement These test procedures are designed to be generic for any SunGuide testing activity. The tests that will be performed at SwRI during the Factory Acceptance Test (FAT, with this integration case that will be tested during the formal acceptance testing of the SunGuide software, the requirements associated with testing the new C# NTCIP CCTV driver. 4.2 Requirements to be tested

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/releases/8.2/sunguide-sip-8-2.pdf?sfvrsn=519a6d42_1

9940000.origind

to reflective sheeting in accordance with Section 994-4 for testingPanels for testing sheeting shallmust, to be changed? To provide consistent language addressing product usage as a system for performance and testing purposes. The current specification 994 does not address the sign sheeting testing and performance, to address that issue. There is no change in the requirements, performance, testing, QPL product, for performance and testing purposes. The current specification 994 does not address the sign sheeting

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/9940000.origind.pdf?sfvrsn=c90dcbe0_0

D3310000

Acceptance tests within the specified time frame. 6.Sampling and Testing. Use the sampling and testing, -III. The composition and physical test properties for all mixes including Type S Asphaltic Concrete, GravelSection 901 t ng laboratory testing for mix design verification. a coarse e he eenings: Do, % of phosphate. 331-2.2.2 Fine Aggregate and Mineral Filler: In laboratory tests, and for th purpose, . In no case will the h itted mix design test data sh eet the requirements specified in Table 331-2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3310000b804411cb65c43569534e60ae8630dd8.pdf?sfvrsn=f70a0dc3_0

D3310000

Acceptance tests within the specified time frame. 6.Sampling and Testing. Use the sampling and testing, -III. The composition and physical test properties for all mixes including Type S Asphaltic Concrete, GravelSection 901 t ng laboratory testing for mix design verification. a coarse e he eenings: Do, % of phosphate. 331-2.2.2 Fine Aggregate and Mineral Filler: In laboratory tests, and for th purpose, . In no case will the h itted mix design test data sh eet the requirements specified in Table 331-2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3310000.pdf?sfvrsn=e7c2ad21_0

3460301.impl

cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, and the following substituted: 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled, before performing such tests. Perform slump loss testing of the drilled shaft mix using personnel, as required by the Engineer for verification testing. When the Engineer’s verification test results, of testing the cylinder and provide the Verification testing laboratory the compressive strength test

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SS3460301

that the concrete exceeds a resistivity of 29 KOhm-cm at 28 days, when tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, . Inform the Engineer at least 48 hours before performing such tests. Perform slump loss testing, and testing in accordance with this Section. The acceptance sample and plastic properties tests may, the QC testing laboratory cannot input the compressive strength test results into the Department’s

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss3460301.pdf?sfvrsn=f0f60169_0

4551501DB.origind

-Hole Sonic Logging (CSL) Tests: Perform all CSL testing in accordance with ASTM D6760. Test all, a i l s o f s l u r r y , i n c l u d i n g p r o p o s e d methods to mix, circulate, desand, test methods, and proposed testing laboratory to document test results. 6. D e t a i l s o f p r o p o s, are observed, the Engineer may perform Independent Verification Testing/Review of the Contractor’s, , and report the test results. 13. M e t h o d s a n d e q u i p m e n t p r o p o s e d t o p r e v e n

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4551501db.origind.pdf?sfvrsn=216b7688_0

2026FDM226PattPavt

friction within 60 days of project acceptance by the Department. Conduct the friction test using either a locked wheel tester in accordance with FM 5-592 (Florida Test Method for Friction Measuring Protocol for Patterned Pavements) or a Dynamic Friction Tester in accordance with ASTM E1911. FM 5-592, , including contracting for friction testing with a qualified firm. “Maintenance” of all patterned pavement, at 40 mph with a ribbed tire test (FN40R) or equivalent. Failure to achieve this minimum resistance

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2026FDM226PattPavt

friction within 60 days of project acceptance by the Department. Conduct the friction test using either a locked wheel tester in accordance with FM 5-592 (Florida Test Method for Friction Measuring Protocol for Patterned Pavements) or a Dynamic Friction Tester in accordance with ASTM E1911. FM 5-592, , including contracting for friction testing with a qualified firm. “Maintenance” of all patterned pavement, at 40 mph with a ribbed tire test (FN40R) or equivalent. Failure to achieve this minimum resistance

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9230000.origind

for completion of tests. The frequency of testing, by the Department, of approved sources, Laboratory. Ensure the water test results from the testing lab are submitted to the concrete production, with District Materials personnel in the QC Program process and sampling and testing frequency. Proposed, language that requires the laboratory performing the Producer testing be qualified. This is a new, and to add the requirement to use an accredited lab for water testing. Please share this proposal

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