9191 search results for test
SS5550000
pressure testing, the Engineer may require at least one test. (c) A water tight pipe and joint, C605 Steel ASTM A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2, at the job site and agrees that proper preparations have been made. 555-4.1.1 Product Testing: When, work, notify the Engineer and investigate the damage. The Engineer may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours, unless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss5550000.pdf?sfvrsn=fb9f0999_0D5550000.do
does not require pressure testing, the Engineer may require at least one test. (c)Awatertightpipe, . Conduct tests for joint integrity for one hour. The test for a soil tight joint allows up to 0.1, (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2) Dimensional tolerances only, . 555-4.1.1 Product Testing: When there is any indication that the installed product has sustained damage, a pressure test and reserves the right to be present during the test. Perform pressure test within 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5550000.do28f6c81f181545f085364c227160ab2c.pdf?sfvrsn=eca5051d_0SS5550000
pressure testing, the Engineer may require at least one test. (c) A water tight pipe and joint, C605 Steel ASTM A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2, at the job site and agrees that proper preparations have been made. 555-4.1.1 Product Testing: When, work, notify the Engineer and investigate the damage. The Engineer may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours, unless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5550000.pdf?sfvrsn=7516fadc_01200602.FHWA
the borrow area. The Engineer will determine test locations, collect samples, and perform tests, will approve use of materials from the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before, in order for the Engineer to investigate the borrow area. The Engineer will determine test locations, collect samples, and perform tests to investigate the proposed borrow area based on soil strata
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1200602.fhwa.pdf?sfvrsn=4cae5ab8_09310101-2.comm2
a need for certified mill analysis and test bars? It seems in the process of making it simpler we, of (The test results meet) Response, reinforcement shall be based on the manufacturer’s certified mill analysis certifying that the test results meet the test results meet the specification limits of the ASTM designation for the particular, certified mill analysis for each heat and size per shipment. Delete duplicate texts : “the test result
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mm,dry method with a correction factor of -0.003. 4) Enter the test results in MAC. Follow the MAC data entry IA proficiency samples instructions below. The test report forms are available, Sample Schedule (The deadline date to enter your test results in MAC. It is under the “Test Reported, proficiency sample test results in MAC.)
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cement has been tested by Titan and verified by the State Materials Office with no difference, Type I/II to Type IL cement; 1. Approved mix designs requiring Surface Resistivity Test values 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2017/dce07-17.pdf?sfvrsn=653d155_0DCE13-17
produced. The Type IL cement has been tested by Argos and verified by the State Materials Office, Resistivity Test values 2. Approved Self-Consolidating Concrete (SCC) mix designs 3. Approved Flowing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2017/dce13-17.pdf?sfvrsn=7f8fd496_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4490001ssbb7ab74e5d6044b0acb31c2819cc7159.pdf?sfvrsn=cb5c5525_04130302.impl
with this Section. 2.Independent laboratory test data and results showing the product has been tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4130302.impl.pdf?sfvrsn=1acc7987_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4490001ss.pdf?sfvrsn=959ff24_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/4490001ss.pdf?sfvrsn=32459e01_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4490001ss.pdf?sfvrsn=7f969c84_09710605.FHWA
shall be tested in accordance with ASTM D4960 and shall meet the following criteria: Property Test M, : Component Test M e t h o d White Binder 18.0% m i n i m u m T i O 2 , T y p e R u t i l e ASTMD476, (British Pendulum Number) when tested in accordance to ASTM E303. 971-10.5 Application Properties, elements, and filler shall be well dispersed in the resin. 971-10.2 Composition: Component Test M e, on the APL. 971-10.4 Physical Requirements: Laboratory samples shall be tested in accordance with ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9710605.fhwa.pdf?sfvrsn=17b9a12e_04490001SS
in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C 497 [ASTM C 497], External Load Crushing Strength by the Three-Edge Bearing Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4490001ss.pdf?sfvrsn=d9ca82b3_0DCE10-15
....................................................................................................... 76 9.3 SAMPLING AND TESTING, Equipment: Supply survey, inspection, and testing equipment essential to perform services under, to the Witness Points and Hold Points specifications. 9.3 Sampling and Testing: Perform sampling and testing of component materials and completed work in accordance with the Construction Contract documents. The minimum sampling frequencies set out in the Department's Materials Sampling, Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2015/dce10-15.pdf?sfvrsn=28434dd3_01050000fhwa
, testing and inspection for both field and laboratory tests. Include employed and subcontracted, in performance of required QC tests and statistical evaluation of quality control test results, for the produced materials that are supplemental to the QC sampling and testing program described, , additional sampling and testing, maintenance schedule, etc. 105-3.6.3 Loading and Shipping Control, preventive and corrective measures. Describe disposition of failing materials. 105-3.10 Testing
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to final acceptance. 682-1.4 Testing: 682-1.4.1 General: Perform a field acceptance test (FAT, or system under test. The Engineer reserves the right to witness all tests. 682-1.4.2 Field Test, . 682-2.5 Testing: Submit a detailed system acceptance test plan to the Engineer for review and approval, installation. At minimum, include in the video display system test the testing of each color video monitor, subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/6820000.impl.pdf?sfvrsn=fed282b_03340000.origind
characterization, test method versions, precision of roadway core Gmb test, evaluation of failing material, wording to allow warm mix asphalt. Modified wording to clarify testing requirements for RAP stockpiles. Changed AASHTO test method references to current version of AASHTO methods. Note that AASHTO T, measurement, RAP stockpile characterization, test method versions, precision of roadway core Gmb test, ) 3340000 All Jobs Table 334-8 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot
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in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from, . Perform all required verification and testing at no expense to the Department, tested according to ASTM C272. Provide a written certification from the manufacturer stating, by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete at the end of the discharge line
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