9204 search results for test
6460202.FHWA
in accordance with Section 6, independent laboratory test report, and calculations and drawings showing, an ultimate moment capacity of 10,000 foot-pounds. Submit certified test reports from the manufacturer, in accordance with Section 6, independent laboratory test report, and calculations and drawings showing, an ultimate moment capacity of 10,000 foot-pounds. Submit certified test reports from the manufacturer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/6460202.fhwa.pdf?sfvrsn=1d6c5847_0D9700003.do
970 RAISED R E T R O - R E F L E C T I V E P A V E MENT MARKERS – PERFORMANCE REQUIREMENTS. (REV8-23-00)(FA10-27-00)(1-01) SUBARTICLE970-1.3(Pages911and912)isdeletedandthefollowing substituted: 970-1.3 Performance Requirements: The RPM shall meet the performance requirements specified in ASTM D 4280, Section 6.2, for luminous intensity, flexural strength, compressive strength, resistance to cracking, and thermal cycling, as modified herein. Test method FM 5-566 will be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9700003.do.pdf?sfvrsn=dc32f2b7_09620902.impl
in the fastener assembly by the same zinc process, and submit a test report on the zinc coating thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9620902.impl.pdf?sfvrsn=e23426d8_02870200.impl
of adding 0.75% anti-strip additive. Submit certified test results for each shipment of hydrated lime
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/2870200.impl.pdf?sfvrsn=14e9b13c_05300102.FHWA
submit an application in accordance with Section 6, and include certified test reports from an independent test laboratory certifying the ACB revetment system meets the requirements of this Section, of their product shall submit an application in accordance with Section 6, and include certified test reports from an independent test laboratory certifying the ACB revetment system meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/5300102.fhwa.pdf?sfvrsn=120fab06_05300102-1.FHWA
in accordance with Section 6, and include certified test reports from an independent test laboratory, in accordance with Section 6, and include certified test reports from an independent test laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/5300102-1.fhwa.pdf?sfvrsn=146a98ff_04300401.resp
is the standard watertight pressure to test at per ASTM D3212. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4300401.resp.pdf?sfvrsn=7bc50e9e_03530901.impl
, furnishing of test specimens, and all necessary incidentals. Priceandpayment for cleaning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3530901.impl.pdf?sfvrsn=4d53a9cf_03501702.impl
and longitudinal joint construction, including tie-bars and dowel bars; the furnishing of test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3501702.impl.pdf?sfvrsn=61f9ba81_09310102.FHWA
reinforcement shall be based on the manufacturer’s certified mill analysis certifying that the test results, on the manufacturer’s certified mill analysis certifying that the test results meet the specification limits, on the manufacturer’s certified mill analysis certifying that the test results meet the specification limits, that the test results meet the specification limits of the ASTM designation for the particular sizes and any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9310102.fhwa.pdf?sfvrsn=ce4766c_03200603.impl
320 HOTMIXASPHALT–PLANTMETHODSANDEQUIPMENT. (REV5-10-13)(FA7-16-13)(1-14) SUBARTICLE320-6.3.2(Page246–247)isdeletedandthefollowingsubstituted: 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/specifications/by-year/2014/january-2014/review/implemented/3200603.impl.pdf?sfvrsn=1a6115a9_0Geotechnical Materials Primary Contacts
Search Geotechnical Materials Primary Contacts Unit Manager Sasi Ayithi, P.E.State Geotechnical Materials EngineerTelephone: 352-955-2924Cell: 352-317-6655 Sasidhar.Ayithi@dot.state.fl.us Earthwork Operations Dino Jameson, P.E.Interim Earthwork EngineerTelephone: 352-955-2933Fax: 850-412-8102 dino.jameson@dot.state.fl.us Field Operations and Test Pit
https://www.fdot.gov/materials/administration/resources/contacts/geotechnical.shtmDEV330SE (10-3-11)
that the device has been used on previous projects with acceptable results or construct a test section prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev330se-(10-3-11).pdf?sfvrsn=b056890a_14600402.FHWA
. At t h e fabrication facility, maintain the records of the material testing and certification, , at his sole discretion, permit further inspections and testing of materials or work that fail to meet Contract requirements for acceptance. The cost of such inspections and tests shall be borne, consistency in lubrication of fastener assembly during Rotational Capacity (RC) testing, and testing of ASTM A490 such bolts. Do not install ASTM A490 bolts without prior approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4600402.fhwa.pdf?sfvrsn=95b91a2c_0Section94V2-723cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests. American, (Specifications). Florida Department of Transportation Sampling and Testing Methods (FSTM). ACI PRC 207.1, of Cracking in Concrete Structures ASTM C157/C157M Standard Test Method for Length Change of Hardened, Method of Test for Optimizing Aggregate Gradation for Portland Cement Concrete. Florida Sampling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section94v2-723cln.pdf?sfvrsn=e88444c1_2Section94V2-723
’ Specialty Engineers. 9.4.4 REFERENCES American Society for Testing and Materials (ASTM) Standard Test, (AASHTO), Part II Tests. American Concrete Institute (ACI), Reports of the Technical Committees. Code, of Transportation Sampling and Testing Methods (FSTM). ACI PRC 207.1 Mass Concrete – Guide. ACI 207.2R, ASTM C157/C157M Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete. ASTM International, West Conshohocken, PA. FM 5-621 Florida Method of Test for Optimizing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section94v2-723.pdf?sfvrsn=7296d4db_1EEO Officer List 5 20 20
& PAULA MCQUEEN 2007/10/09 2398720292 . . TESTING INC ALLIED INSPECTION SERVICES ROBERT MCQUEEN, 9046412055 9044820268 wthorn@ajjohns.com AMERICAN STANDARD TESTING ALAN FORTICH 2009/03/26 7278565565 7278560020 afortich@americanstandard testing.com & CONSULTING LABORATORY INC AMERICAN SWEEPING, 9547732918 rich@usmcfl.com SHEET METAL COMPANY APPLIED FOUNDATION TESTING ANN MARIE TIERNAN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/pdf/eeo-officer-list-5-20-20_ee4530af-6eab-4919-9795-6a982275fb56.pdf?sfvrsn=6b3634c7_0EEO Officer List
) 840-7770 msaverino@verdiusa.com ALLIED ENGINEERING & PAULA MCQUEEN 2007/10/09 2398720292 . . TESTING, 9046412055 9044820268 wthorn@ajjohns.com AMERICAN STANDARD TESTING ALAN FORTICH 2009/03/26 7278565565 7278560020 afortich@americanstandard testing.com & CONSULTING LABORATORY INC AMERICAN SWEEPING, 9547732910 9547732918 rich@usmcfl.com SHEET METAL COMPANY APPLIED FOUNDATION TESTING ANN MARIE TIERNAN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/pdf/eeo-officer-list_51ad6219-7fbe-4953-acd9-f11f548005fc.pdf?sfvrsn=cb618978_0EEO OFFICER LIST 7 20 20
TESTING ALAN FORTICH 2009/03/26 7278565565 7278560020 afortich@americanstandard testing.com, 2007/10/09 2398720292 . . TESTING INC ALLIED INSPECTION SERVICES ROBERT MCQUEEN 2005/05/17 9416370481, rich@usmcfl.com SHEET METAL COMPANY APPLIED FOUNDATION TESTING ANN MARIE TIERNAN 2015/06/30 7273765040
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/pdf/eeo-officer-list-7-20-20_3671822c-c268-4aa8-89ac-e9dfae654ac1.pdf?sfvrsn=6534129c_24150513.resp
of the rebar and would consequently not have a need for the concentrated load testing. A two piece wheel spacer or folding (wraparound) would need the testing done on both sides at the juncture, with mechanical lock, etc along with Slip-on? The two piece types will need the concentrated load test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4150513.resp.pdf?sfvrsn=d9d022bc_0