9191 search results for test
9720100.FHWA
,theproducershallfurnishtotheState Materials Engineer a certified test report from an approved independent test laboratory, of their product shall submit an application in accordance with Section 6 and include certified test reports from an approved independent test laboratory that shows the material meets all specifications, . The manufacturer shall certify that such products have been tested in accordance, property variations from the original test values for a material or evidence of inadequate field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9720100.fhwa.pdf?sfvrsn=2143b1a_0Specrev4
% testing, with or without test piles and pay item summary sheets will need to be modified, Testing utilizing either internal or external instrumentation as selected by the contractor at the time, piles have been blocked. The current pay items for Test Piles will remain valid. Each district, : Dynamic Testing with Internal Gauges 455-34-103 Prestressed Concrete Piling, Includes 100% Dynamic Testing with Internal Gauges, 18” SQ 455-34-105 Prestressed Concrete Piling, Includes 100% Dynamic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jul15/specrev4.pdf?sfvrsn=76b462bd_09320100.origind
testing requirements: TEST PROPERTY DESCRIPTION TEST METHOD TYPE V1 TYPE V2 Minimum Movement, coating of the concrete, and meet the following minimum testing requirements: TEST PROPERTY, : 932-1.3 Why does the existing language need to be changed? 1. One of the test methods referenced in this section, MIL S 8802, is obsolete. 2. Field tests in accordance with FM 5-533 are not performed due, product usage . Lab tests currently performed adequately predict service life, making FM 5-533
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9320100.origind.pdf?sfvrsn=eacd7cf9_04610000.ind
designated must be tested. All test results must comply with the manufacturer’s design data as shown, Specifications and two other specification references are obsolete, also testing requirements, using the same processes used to prepare the surface and apply the coating to the bearing. Test, be a minimum of 700 psi. If the bond strength of the coating on the coupon is deficient, test the coating, to the bearing. Test the coating bond strength on the coupon in accordance with ASTM D4541. The bond
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4610000.ind.pdf?sfvrsn=4ed394a7_05480206.FHWA
MSE walls may be constructed using backfill with a pH as low as 4.5 and to include the testing, within 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, of organic material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5480206.fhwa.pdf?sfvrsn=2ea1f617_09850202.FHWA
Office to list additional Erosion Control Materials, reduce testing efforts for reinforcement products, and the following substituted: 985-2.2 Physical Requirements: Each geosynthetic material shall be tested, application type. All testing and reported values, except apparent opening size (AOS, . 9850202.D01 All Jobs Table 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method D-1 D-2 D-3 Minimum Permittivity (Sec - 1) per ASTM D4491 D-1a
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9850202.fhwa.pdf?sfvrsn=3956e909_0SS7800000
for conducting the tests. Include alibration date of all test equipment, along with the test, , and video lines. 780-5 Testing. Perform the required tests for the ITS equipment installed. Notify the Engineer of ITS installation testing at least 14 days in advance. ProvidethetestprocedurestotheEngin tocommencement of testing. Ensure that the test plan demonstrates each and every functional requirement specified for the device or system under test. Furnishallequipme in the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7800000.pdf?sfvrsn=8cc0b466_0SS7800000
for conducting the tests. Include alibration date of all test equipment, along with the test, , and video lines. 780-5 Testing. Perform the required tests for the ITS equipment installed. Notify the Engineer of ITS installation testing at least 14 days in advance. ProvidethetestprocedurestotheEngin tocommencement of testing. Ensure that the test plan demonstrates each and every functional requirement specified for the device or system under test. Furnishallequipme in the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss7800000.pdf?sfvrsn=53b9dd9c_01610000.resp
, Second sentence reads: If this test result does not meet the specification requirements, then adjust, : If this test result does not meet the specification requirements, then adjust the design in the field, /total number of tests - how does one handle a project that is built in short segments? Specifically, and longer consecutive distances before reduced testing is an option. My question to the Department, of construction are allowed in Non-Traffic construction to reduce testing requirements. Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1610000.resp.pdf?sfvrsn=38991a2c_0section82 V1 final clean
may observe QC sampling and testing or perform tests to verify the QC testing. Perform verification, manufacturing process, QC testing, inspection, and documentation. The qualification review team may also, are considered to be qualified Plants. 8.2.6.3 Routine Inspection and Materials Testing, that the Plants perform all QC sampling and testing of 346 Specification designated class of concrete, and testing of materials is waived during periods that the Plant is not producing for Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/section82-v1-final-clean.pdf?sfvrsn=12ed33a0_1MASH
AASHTO ‘Manual for Assessing Safety Hardware’ which is an update to and supersedes the NCHRP 350. It is the latest uniform set of guidelines for crash-testing permanent and temporary safety highway devices, such as guardrail, crash cushions, and end treatments
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/definitions-guardrails/mash5480901.resp
). If so, how do meet the requirements of Section 120-10.1.4.2 (Density Testing Requirements) which was not noted as a deletion? As for Section 120-10.1.6 (Reduced Testing Frequency, of “120-10.4.2 Density Testing Requirements:”. The reference to 120-10.4.2 provides the language for the density testing procedure when backfilling retaining wall systems. No Change Made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5480901.resp.pdf?sfvrsn=6e48bfc_05480203.resp
thought 'or by testing temperature match cured cylinders'. Response: Thanks for the comment. The last phrase is part of the sentence. Two type of testing has been mentioned (1) Testing compressive strength cylinders that are cured under the conditions similar to the product or (2) Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5480203.resp.pdf?sfvrsn=aa424894_03301200.d01.fhwa
in accordance with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing, path of each lane being tested. The Engineer or these specifications may require additional testing at other locations within the lane. 330-12.4.3 T r a f f i c C o ntrol: Provide traffic control in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing, in the Contract bid prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/3301200.d01.fhwa.pdf?sfvrsn=64cd2a73_0DEV531FF (9-29-20)
Acceptance Sampling and Testing. Acceptance tests will be by compressive strength. For each 500 square, seconds when tested using ASTM C939, Flow Cone Method. Pozzolan and grout fluidifier conforming to this Section may be used. Submit the proposed mix design for approval with substantiating tests, Table 531-1 Minimum Property Requirements for Fabric Form Property Test Method Units Value, when tested in accordance with ASTM D-4884. 531-2.3 Filter Points: When called for in the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev531ff-(9-29-20).pdf?sfvrsn=a3c6024_15600000.fhwa
extraction. and 5600000.D01 All Jobs Ensure the test container is suitable for testing, technical data requirements for testing Test the coating for proper cureing before handling and shipping, tests as directed by the Engineer. If test results do not meet requirements, notify the Engineer, system. 560-2.4 Soluble Salts Test Kit: Use a soluble salts test kit in accordance with SSPC-Guide, by the coating manufacturer. Use soluble Salt Test kits that meet the following requirements: contains
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extraction. and 5600000.D01 All Jobs Ensure the test container is suitable for testing, technical data requirements for testing Test the coating for proper cureing before handling and shipping, tests as directed by the Engineer. If test results do not meet requirements, notify the Engineer, system. 560-2.4 Soluble Salts Test Kit: Use a soluble salts test kit in accordance with SSPC-Guide, by the coating manufacturer. Use soluble Salt Test kits that meet the following requirements: contains
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/5600000.fhwa.pdf?sfvrsn=c8c23c58_09320100ind
sample test results are also noncompliant, the LOT shall be rejected. A list of approved testing, for pavement joints shall be tested according to ASTM D5329. 932-1.2.2.1 Physical Requirements of Joint, the defect. At least two test samples in a group of three representing a given sample of sealant shall, showing the defect. At least two test samples in a group of three representing a given sample, evaluation of their products shall submit product datasheets, performance test reports from an independent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9320100ind.pdf?sfvrsn=443c3d6c_1Quality Checklist Forms
Testing (FT) of a subsystem, such as for a DMS, is an operational test that verifies all required, of subsystems, as may be required. Standalone Testing (ST) is a field site acceptance test, to prepare project-specific test plans for approval by FDOT prior to the start of any testing, Control As-Built Guidelines As-Built Document Acceptance Testing Nonconformance Procedure, Fiber Optic Cable Testing Reference Specification FDOT Standard Specifications for Road and Bridge
https://www.fdot.gov/traffic/itsfm/new-construction/construction-engineering/quality-assurance-control/quality-checklist-forms.shtml3470000.FHWA
tickets, certifications, certified mill test reports). 3. A copy of the scale company or testing, with compressive strength test results, tested in accordance with ASTM C39 and demonstrating the mix meets, by the Department. The strength test is defined as the average of the compressive strengths tests of three, test results are obtained from the use of the substituted material(s). 347-2.4 Material Storage: Use, an additional moisture test approximately half way through the batching operations and aAdjust batch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3470000.fhwa.pdf?sfvrsn=eabfcd6b_0