9274 search results for test

1040600.comm

longevity. • Reference the ASTM test methods for large-scale testing. • Silt fence should, requires the toxicity testing; what tests are required.? I have always heard that alum needs, in their performance. The contractor must provide all of the required toxicity testing information to the Engineer, a product has been approved and has toxicity tests (such as APS products), why would every contractor, shall be 12-24 months. Performance capabilities must be determined by large-scale testing ASTM D7208

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1040600.comm.pdf?sfvrsn=72ee0247_0

7060000IMP

with the Department’s Sampling, Testing and Reporting Guide schedule. Useonly Class B markers unless otherwise, adhesives only. The Engineer will conduct field testing in accordance with FM 5-566. Correct RPMs, . Verify that the approved LOT numbers appear on the material packages. Furnish a test report

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/7060000imp.pdf?sfvrsn=20149753_0

4150513.comm

the end 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, test. Using terminology to differentiate the two would also be helpful to the applicant

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7800000Comm

readers, CCTV, and video detection system on one single pole. 4) For 780-5 Testing section, recommend revision to “Provide the test procedures to the Engineer at least 14 days in advance for approval prior to commencement of testing.”

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5440000.origind

location d. Transition details e. List of all components 2. Installation manuals 3. Crash testing, and meet all crash testing requirements of the National Cooperative Highway Research Program Report 350, the crash test requirements of MASH-09. 544-3 Installation. Handle and install manufactured materials

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/5440000.origind.pdf?sfvrsn=326645c6_0

0060103.FHWA

Specifications and Design Standards. This may include certifiedAll required test reports must from anbe conducted by an independent test laboratory or other independent testing facility., certification, will consider any marked variations from original test values for a material product, failure to notify, will consider any marked variations from original test values for a product, failure to notify, as defined and detailed by the applicable Specifications and Design Standards. All required test reports

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9621000.fhwa

substituted: 962-10 Certifications and Verification. 962-10.1 General: Supply a Certified Mill Tests, specification and will include actual values from required tests. Check the MTRs Certified Mill, actual values from required tests. Check the Certified Mill Analysis against the appropriate

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9621000.FHWA

substituted: 962-10 Certifications and Verification. 962-10.1 General: Supply a Certified Mill Tests, specification and will include actual values from required tests. Check the MTRs Certified Mill, actual values from required tests. Check the Certified Mill Analysis against the appropriate

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9621000.fhwa.pdf?sfvrsn=28a79c52_0

P3Meeting082307 Minutes

conducting Independent Verification tests at frequencies necessary to gain a high level of confidence, testing and other I.E. duties. Action: Derek to strip Oversight CEI scope some more and spell out

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1050502.comm

. Some of the labs perform tests for local District Materials Offices which Construction may not immediately know of, example being VT Aggregate testing from a source. Maybe it should read as both

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D2800000

and transverse grades as specified in 200-7. 280-6.3 Additional Tests: Meet the requirements of 331-6.4, , the Engineer will not perform density testing for acceptance. The Contractor may apply the compactive

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3531002.origind

and the following substituted: 353-10.2 Maturity Method Testing: Use a maturity curve to estimate, the method. Compressive strength tests, as specified in FM 3-C1074, will be performed to produce a five

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/3531002.origind.pdf?sfvrsn=82bf16d_0

EO Memo 23-01

analysis of dynamically load tested piles; Removed some subsurface requirements for Design-Build firm, for load testing. The results of the geotechnical investigation performed to support the RFP Concept Plans, regarding the completeness and appropriateness of proposed supplemental field testing, ground modification and load testing programs, etc. 11.2.2 Design-Build Team Responsibilities DocuSign Envelope ID, documents and performs verification testing as required. 11.3.2 Design-Build Team The design-build

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4000507.origind

minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples, . Perform all required verification and testing at no expense to the Department and to the satisfaction, Induction Time (OIT) of 60 to 75 minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from the finished product (polymer sheeting applied, foam that has water absorption of less than 2.6% when tested according to ASTM C272. Provide a written

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1040000impl

will not require testing of materials used in construction of temporary erosion control devices other, into the completed project. When no testing is required, the Engineer will base acceptance on visual, velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Submit to the Engineer, certified test reports from the manufacturer showing that the erosion control blankets meet

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/1040000impl.pdf?sfvrsn=207bdadc_2

SS1040000

Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, in 985-3 unless such material is to be incorporated into the completed project. When no testing, a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss1040000.pdf?sfvrsn=984ecbc8_0

SS1040000

Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, in 985-3 unless such material is to be incorporated into the completed project. When no testing, a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1040000.pdf?sfvrsn=474755c0_0

LeiperE

Dynamics Corporation, Electric Boat, Groton CT (1973 to 1978) I was First Class Test Technician in this company’s Ship Test Organization and participated in quality control and operational testing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/leipere.pdf?sfvrsn=40110034_0

17StructureFoundationsForPilings&DrilledShafts

12. Drilled Shaft Test Hole (demonstration): document activities and note Spec. 455-18 problems in the Daily Report of Construction; test shafts must be removed to 2 ft below ground line. 13, proper slurry viscosity testing Spec. 455-15.18 and sand content must be within acceptable limits

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/districtoffices/d2files/qcqa-plan/2008qcqaplan/tab3files/17structurefoundationsforpilings-and-drilledshafts.pdf?sfvrsn=d977da7b_0
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