9006 search results for test
9320100.fhwa
, and meet the following minimum testing requirements: TEST PROPERTY DESCRIPTIONTESTMETHODTYPEV1, Specification with current ASTM Specifications and delete a field test for low modulus silicone, shall be tested according to ASTM D 5329. 932-1.2.2.1 Physical Requirements of Joint Sealants, . At least two test samples in a group of three representing a given sample of sealant shall meet, two test samples in a group of three representing a given sample of sealant shall meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan12/files/9320100.fhwa83cfa016a83a4958a7241b6524209fcf.pdf?sfvrsn=b0b622c8_044787815201-Geotech Report_Mast Arms_Supplemental
jars for further classification and laboratory testing. Test Locations The locations of the SPT, PENETRATION TEST The Standard Penetration Test (SPT) is a widely accepted method of in-situ testing, Luther King Jr Blvd.– FPID: 447878-1-52-01 Hendry County, Florida Materials & Testing CEI Support, including the field and laboratory testing program as well as the design soil parameters required, and laboratory test results obtained during this study. We have very much appreciated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-geotech-report_mast-arms_supplemental.pdf?sfvrsn=aacdcde3_19620804.origind
testing by ASTM A 709, ASTM A 709 does not provide test levels for ASTM A 500 material in its, not adequately provide for Charpy V- Notch testing of steel tubing used in pedestrian truss bridges. Testing, bridges. Section 962-8.4.2 references section 962-2.2 for testing requirements which is incorrect. Section 962- 2.2 addresses castings with no testing requirements provided. Changing the reference, Section 962-8.4.2 to provide reference to ASTM A 709 for Charpy V-Notch testing and to provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9620804.origind.pdf?sfvrsn=cae60d0f_04550502DB.origind
for the project. piles or 100% dynamic testing, dynamically test the first pile(s) in each bent or pier, selected by the Engineer for verification testing, the Engineer will provide the dynamic load test, , and revisions to address the use of 100% dynamic testing. Are these changes applicable to all Department, these changes? Rudy Powell, Larry Jones, FTBA Structures Committee (except 100% dynamic testing, to install concrete piles, or to install support or reaction piles for a load test. SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4550502db.origind.pdf?sfvrsn=f23efb75_09230302.resp
: (by Michael Bergin, 3-6-12) We've been running the test using the Ion chromatograph for the last 2 years, we look at all of the data recorded for this test method, the highest value we've recorded, and have performed testing on samples from our bridges from all corners of our state. I believe, the testing to date that the value based on national experience is not an issue in Florida, the fruitless nature of the required test and taking action to have it eliminated. We need more watchers like
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9230302-resp.pdf?sfvrsn=1c670a84_49230302.comm
: (by Michael Bergin, 3-6-12) We've been running the test using the Ion chromatograph for the last 2 years, we look at all of the data recorded for this test method, the highest value we've recorded, and have performed testing on samples from our bridges from all corners of our state. I believe, the testing to date that the value based on national experience is not an issue in Florida, the fruitless nature of the required test and taking action to have it eliminated. We need more watchers like
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9230302-comm.pdf?sfvrsn=392525b0_49750602.comm
. Response: 2. In the second sentence of 975-6.2: Apply the finish coating to each test panel, that this sentence be written out as: Apply the finish coating to each test panel at a rate of 50 + 10, to each test panel at a rate of 50, plus or minus, 10 square feet per gallon." Response, should start with the phase 'For product testing prepare 4...' Response: 3. It is unnecessary to state 'Submit the samples to an independent laboratory for testing'. This is covered in Section 6, see
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/9750602.comm.pdf?sfvrsn=9d3067e9_0IndustryCommentResponse330090405-RH
resulted in Smoother Pavements with less straightedge testing, thus increasing safety by reducing the need for workers to straightedge areas that will be tested with the laser profilers. Moving it, be used and those areas, rather those areas, “…will be tested and accepted by straightedging, resulted in Smoother Pavements with less straightedge testing, thus increasing safety by reducing the need for workers to straightedge areas that will be tested with the laser profilers. Moving it
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/industrycommentresponse330090405-rh.pdf?sfvrsn=c169e347_2Stormwater Program
program and successfully complete the knowledge test. Since the knowledge test includes detailed questions, the recommended procedure is to download the test and complete it while viewing the video. Forward the completed test to the Airport Engineering Manager by mail, email, or FAX. Tests, Statewide Airport Stormwater Study, a 2012 project was initiated to construct and test a full-scale FAA, , provides updated guidance based on additional study of the tested pond, which can also be used for design
https://www.fdot.gov/aviation/stormwater.shtmSP4570000
than one year prior to shipment will be accepted for the for material and no test reports for tests, , the minimum compressive strength of 2 inch cubes of th 66 to 74ºF) shall be 6,500 psi when tested, the requirements contained herein and conform in all respects to materials subjected to the tests re ls the quired. Attach copies of current test reports to the certificate. m ore than six months prior, be tested and rt, to remove all rust and scale efore ing, . Do pile jacket form meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp4570000.pdf?sfvrsn=8b334f73_0SP4570000
than one year prior to shipment will be accepted for the for material and no test reports for tests, , the minimum compressive strength of 2 inch cubes of th 66 to 74ºF) shall be 6,500 psi when tested, the requirements contained herein and conform in all respects to materials subjected to the tests re ls the quired. Attach copies of current test reports to the certificate. m ore than six months prior, be tested and rt, to remove all rust and scale efore ing, . Do pile jacket form meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp4570000.pdf?sfvrsn=77c89cf8_0SS9750000
below. Testing Property Test Method Requirement Slip Coefficient AASHTO R-31 lass B Min. C (primer, mandrel AASHTO R-31, ASTM D 522, 1 inch cylindrical No cracking Outdoor Testing Property Test Method, Laborato Property thod ement Test Me Requir Laboratory Testing Property Test Method Requirement, with AASHTO R-31. Laboratory Testing- Non-Sacrificial Property Test M e t h o d Requirement Cyclic, or adhesion loss. Laboratory Testing- Sacrificial Property Test M e t h o d Requirement Cyclic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss9750000.pdf?sfvrsn=bb4c6623_01200702.FHWA
construction of a test section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test, classification, failing QC test or when the QC tests cannot be verified, construct a new test section, of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/1200702.fhwa.pdf?sfvrsn=4fdcb9ec_03340104.impl
asphalt mixture, submit the proposed mix design with supporting test data indicating compliance, will consider any marked variations from original test data for a mix design or any evidence, and Testing Requirements: Obtain five 6 inch diameter roadway cores within 24 hours of placement at random locations as directed by the Engineer within each sublot. Test these Quality Control, three days of coring); and trim the cores to the proper thickness prior to density testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3340104.impl.pdf?sfvrsn=f9b3ebf1_05480206.comm
T 27 and FM 1-T 011:” AASHTO T 27 & FM 1-T 011 are Aggregate Tests. In District 5, many times, on the wall; now the phi angle has changed. I have not heard of any pullout tests in flowable fill. Especially such lightweight fill. I hope somebody does some testing of the pullout capacity of the lightweight flowable fills. 4. Have the lightweight flowable fills been tested for pullout capacity, " to be consistent with test reporting requirements and the recommended limits. Response: (2-10-10) From
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5480206.comm.pdf?sfvrsn=19d74dfc_09930000.origind
. Thereflector element shall meet the test requirements specified below. 993-1.2.1 Durability Tests For Type A RetrorReflectors: (a)Seal Test: The following test will be used to determine if a reflector, tested. Failure of more than two reflectors out of 50 subjected to test shall constitute failure, intake. Failure of more than two of the 50 samples tested shall be cause for tentative rejection of the LOT. Intheevent of such tentative failure of more than two of the 50 samples tested, a re
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9930000.origind.pdf?sfvrsn=4043e977_00060000.FHWA
). If an FM does not exist for a particular test, perform the testing in accordance with the method, not exist for a particular test, perform the testing in accordance with the method specified, . The Engineer may inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system, by Manufacturers: Submit certified manufacturer’s test results to the Engineer for qualification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/0060000.fhwa.pdf?sfvrsn=5aa4723_0Response of prestressed UHPC piles subjected to flexural loads - Final Draft
, and testing of the ultra-high performance concrete (UHPC) piles documented in this report were made possible, , who also developed the test setup and instrumentation plan for those piles. These two pile types, , Elstner Associates, Inc.), and Adam Sevenker (e.construct) [1]. All testing documented, and testing of the specimens. The writing and data analysis presented in this report were performed by Dr, 6 Chapter 3 Experimental Testing Program
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/final-reports/2025/response-of-prestressed-uhpc-piles-subjected-to-flexural-loads---final-draft.pdf?sfvrsn=76b26079_1SS9930104
shall be opaque white. The yellowness index shall not exceed 12 when tested in accordance with ASTM D, be a minimum of 70 when tested in accordance with ASTM E 1347. 993- 2.2.3 Retroreflective Sheeting, inches. 993-2.2.4 Impact Performance: Posts shall be tested and evaluated according to the National Testing Product Evaluation Program (NTPEP) Project Work Plan for Field Evaluation of Flexible Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9930104.pdf?sfvrsn=bb52a93c_0SS9930104
shall be opaque white. The yellowness index shall not exceed 12 when tested in accordance with ASTM D, be a minimum of 70 when tested in accordance with ASTM E 1347. 993- 2.2.3 Retroreflective Sheeting, inches. 993-2.2.4 Impact Performance: Posts shall be tested and evaluated according to the National Testing Product Evaluation Program (NTPEP) Project Work Plan for Field Evaluation of Flexible Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9930104.pdf?sfvrsn=7a848275_0