9274 search results for test
4550511-722comm
aprasad@ftba.com Comments: (11-2-21, Internal) Why 2 wd for 100% dynamic testing and 1 wd for piles not dynamically tested? For piles on foundations requiring 100% dynamic testing and piles initially non, nominal bearing resistance (NBR). For foundations not requiring 100 % dynamic testing, that this paragraph is dealing with the testing of polymer slurry, “… in the shaft prior to placing the concrete,” 455-15.8.4. Moreover, the polymer testing requirement of this specification is documented
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/4550511-722comm.pdf?sfvrsn=d09155a_2GL Complete
on the project? [120-10] 9.Ensure that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test verify this? [Spec 120-10] 10.Have an appropriate process to ensure that the correct Proctor is used when density test, Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 26. If Density, of the roadway? [Spec 120-10, 120-7] 11.Enforce the requirement that all required density test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-complete.pdf?sfvrsn=beda6b8f_04130000FHWA
of 0.75) at 1 inch [25 mm] level Water absorption test (ASTM C 642) 0.50 percent maximum / 48 hours; 1.5 percent maximum / 50 days NCHRP 244 Series II - cube test Waterweightgain, Absorbedchloride 95percentreductionminimum Scaling resistance test (ASTM C 672) (non - air - entrained concrete, Sampling for Tests: The Engineer may require samples from each LOT or container of materials delivered, with concrete bridges preliminary on-site skid test to determine the actual sand application rate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4130000fhwa.pdf?sfvrsn=3816cac9_0D9950003
995 DEMOUNTABLESIGN FACE MATERIALS - CERTIFICATION. (REV11-27-00)(FA3-7-01)(1-02) ARTICLE995-3(Page976)isdeletedandthefollowingsubstituted: 995-3Certification. TheContractor shall provide the Engineer a certified test report from the manufacturer of the demountable sign face materials confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for entrance angle, observation angle, specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9950003.pdf?sfvrsn=251f74fe_0D9820002
982 COMMERCIALFERTILIZER - CERTIFICATION. (REV11-27-00)(FA3-28-01)(1-02) SECTION982(Page951)isexpandedasfollows: 982-2Certification. TheContractor shall provide the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9820002.pdf?sfvrsn=a26687b4_0D9950003
995 DEMOUNTABLESIGN FACE MATERIALS - CERTIFICATION. (REV11-27-00)(FA3-7-01)(1-02) ARTICLE995-3(Page976)isdeletedandthefollowingsubstituted: 995-3Certification. TheContractor shall provide the Engineer a certified test report from the manufacturer of the demountable sign face materials confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for entrance angle, observation angle, specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9950003.pdf?sfvrsn=ce46a581_0D9820002
982 COMMERCIALFERTILIZER - CERTIFICATION. (REV11-27-00)(FA3-28-01)(1-02) SECTION982(Page951)isexpandedasfollows: 982-2Certification. TheContractor shall provide the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9820002.pdf?sfvrsn=f561617_0D9950003.do
995 DEMOUNTABLESIGN FACE MATERIALS - CERTIFICATION. (REV11-27-00)(FA3-7-01)(1-02) ARTICLE995-3(Page976)isdeletedandthefollowingsubstituted: 995-3Certification. TheContractorshallprovide the Engineer a certified test report from the manufacturer of the demountable sign face materials confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for entrance angle, observation angle, specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9950003.do.pdf?sfvrsn=dadbf576_0D9820002.do
982 COMMERCIALFERTILIZER - CERTIFICATION. (REV11-27-00)(FA3-28-01)(1-02) SECTION982(Page951)isexpandedasfollows: 982-2Certification. TheContractorshallprovide the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur. Each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9820002.do.pdf?sfvrsn=104e9c81_09620000d02.Origin
All Jobs 2. Wedge test galvanized bolts after galvanizing. 3. Perform proof load tests for the nuts, : Supply Certified Mill Tests Reports (MTR) to the Engineer for all metal materials to be used, specification and will include actual values from required tests. Check the MTRs against the appropriate, = structural shapes, B = bars 962-21.2 Testing: For structural steel subjected to tensile stress used, Documents, provide castings to Grade 414-276-18. In addition to the specified test coupons, test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9620000d02.origin.pdf?sfvrsn=7772771b_09480000.comm
and/or Crown, Test Method (Incubation Test) Test Conditions: What is the reason for changing 195 days to 265, the additional testing and will not be affected. 3. What is the reason for these changes? (8, of tests, the discrepancy range shall be within 6%. If an out- of range discrepancy occurs, repeat the three OIT tests. (109) The tests for incubated and “as-manufactured” pipe samples shall be performed by the same lab, same operator, the same testing device, and in the same day. (11) Within each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9480000.comm.pdf?sfvrsn=1a815c56_09600000.comm
’Testing Lab’ should be change to ‘Laboratory’ for consistency with other specification language. 9, i.e. Rephrase to ‘960-3.2.1 (b) Perform tests on the largest and smallest assembles for each family, being easily removable. We're planning on doing some Magnetic Flux testing on the Skyway stays, ) says "Conform all testing procedures used...to..." This would be better worded by a change in word order, "All testing procedures used...shall conform..." 8. Section 960-3.2 seems to be referring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9600000-comm.pdf?sfvrsn=993d8057_49160201.origind
. All PG asphalt binders shall meet the following additional requirements: 1.Theintermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12) shall be 26.5ºC, temperature at 10 rad/sec for the DSR test (AASHTO T 315-12) shall be 67ºC, tower and have an initial boiling point of 385°C (725°F) or lower when tested in accordance, /URLinSpecs/files/Section35- 050616.pdf 916-2.3 Reporting: Specification compliance testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/9160201.origind.pdf?sfvrsn=5612bd03_05480206-724FHWA
to clarify pH requirements and add missing language for averaging thick lift test wall to obtain target, this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Submit, the following electro-chemical test criteria for determining corrosiveness: 5480206D01 Table 548-1 Electro-Chemical Test Criteria Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/5480206-724fhwa.pdf?sfvrsn=4cee0132_19600201-723impl
in the testing will be 6,500 psi. For anchorages that will be used for tendons with flexible filler, test, tested in an unbonded state, without exceeding anticipated anchor set. 3. Average concrete bearing, Construction Specifications. 4. Test anchorages with typical local zone reinforcement shown in system drawings. 5. Test anchorages in accordance with AASHTO LRFD Bridge Construction Specifications, to attach cap to anchorage. 8. Certified test reports documenting steel chemical analysis shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9600201-723impl.pdf?sfvrsn=47363def_19300000.comm
instances of the following example error: (red to be added) The tests for temperature, length change, . OR The temperature, length change, and time of set tests shall be performed in accordance with 930- 2.6.3 through, concrete material with water and/or mixing liquid. Prepare and test three test specimens for each age of all of the hardened tests and each level of mixing temperature in accordance with ASTM C 31, in x 8 in test cylinders to mold concrete test specimens. The maximum nominal size of the aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9300000.comm.pdf?sfvrsn=27c0b3a8_0Section81-100417.OLD
Program is used to check if the technician’s inspection work, sampling, test methods, and testing, and testing procedure of the testing technicians. The Independent Assurance Inspector checks the test, , and necessary tests to substantiate materials and products in conformity with the Contract Documents, the Plant’s shop drawings, fabrication process, quality controlQC testing, inspection, are considered to be qualified Plants. 8.1.5.3 Routine Inspection and Materials Testing of Qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section81-100417-old.pdf?sfvrsn=79a378d3_1section81-10614
inspection work, sampling, test methods, and testing equipment are in compliance with applicable, technicians. The Independent Assurance Inspector checks the test methods and concrete testing, ). These requirements and activities pertain to the inspections, measurements, and necessary tests, , quality control testing, inspection, and documentation to ensure that they meet the requirements, Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General The DMRO provides inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section81-10614.pdf?sfvrsn=10d9e733_1SS9930000
with no delaminating after receiving fifty vehicle impacts when tested according to National testing Product, . 993-1.2.1DurabilityTestsForRetroreflectors:SealTest:Thefollowing test will be used to determine, the samples for water intake. Failure of more than two of the 20 samples tested shall be cause, tested. Observation Angle Entrance Angle Specific Intensity candelasr/foot-candle Crystal Y e, as the test distance. 993-1.2.3 Reflector Housing: The reflector shall be mounted in a housing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9930000ca08176c8455409b90f41c270e9542b5.pdf?sfvrsn=e31fda8f_0SS9930000
with no delaminating after receiving fifty vehicle impacts when tested according to National testing Product, . 993-1.2.1DurabilityTestsForRetroreflectors:SealTest:Thefollowing test will be used to determine, the samples for water intake. Failure of more than two of the 20 samples tested shall be cause, tested. Observation Angle Entrance Angle Specific Intensity candelasr/foot-candle Crystal Y e, as the test distance. 993-1.2.3 Reflector Housing: The reflector shall be mounted in a housing
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