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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_0

D9700003.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_0

9620902.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_0

2870200.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_0

5300102.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_0

5300102-1.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_0

4300401.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_0

3530901.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_0

3501702.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_0

9310102.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_0

3200603.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_0

Geotechnical 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.shtm

DEV330SE (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_1

9940000.comm

as identified in the MUTCD. Rotational sensitivity shall be tested in accordance with AASHTO M268, and comments on this section include the following: • What test method is referenced? What is the sample, and installation. The specific test and colorimeter for any measurement of Delta E needs to be more, a specification for an acceptable level of UV transmittance, details of test method and data treatment, in the test and measurement technique, such as lamination and choice of lamination substrate

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/9940000.comm.pdf?sfvrsn=73823e35_0

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