9037 search results for test
9900200Memo
. 990-3.1.1.2 Battery Life Test: Meet the following: 1. The photovoltaic unit shall be designed, resistance value of 35 BPN (British Pendulum Number) when tested according to ASTM E303. Bike lane, Strength: The stripes and markings shall have a minimum tensile strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature range of 40°F to 80ºF using a jaw speed of 0.25 inches per minute
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/review/internal/9900200memo.pdf?sfvrsn=2496166c_2LAP344-725
of concrete is less than or equal to 6.0%. (11) For Class I (Pavement), air content testing, and Testing: Perform concrete sampling and testing in accordance with the following methods: Table 344-2 Concrete Sampling and Testing Methods Description Method Slump of Hydraulic Cement Concrete ASTM, of Freshly Mixed Concrete by the Volumetric Method ASTM C173 Making and Curing Test Specimens in the Field ASTM C31 Compressive Strength of Cylindrical Concrete Specimens ASTM C39 Obtaining and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/lap/lap344-725.pdf?sfvrsn=894629b2_25550000.origind
does not require pressure testing, the Engineer may require at least one test. (c, tests for joint integrity for one hour. The test for a soil tight joint allows up to 0.1 gallon, ) No hydrostatic test required (2) Dimensional tolerances only 555-3 Construction Site Requirements, preparations have been made. 555-4.1.1 Product Testing: When there is any indication that the installed, . The Engineer may require a pressure test and reserves the right to be present during the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5550000.origind.pdf?sfvrsn=da3ce61e_05550000.origind.REVISED
testing, the Engineer may require at least one test. (c)Awater tight pipe and joint configuration, A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2) Dimensional, site and agrees that proper preparations have been made. 555-43.1.1 Product Testing: When, 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 otherwise
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5550000.origind.revised.pdf?sfvrsn=9163dac3_05550000.origind
does not require pressure testing, the Engineer may require at least one test. (c) A water tight, . Conduct tests for joint integrity for one hour. The test for a soil tight joint allows up to 0.1, A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2) Dimensional, Product Testing: When there is any indication that the installed product has sustained damage and may, 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/programmanagement/implemented/workbooks/history/jul13/files/5550000.origind.pdf?sfvrsn=61da93d5_0Program Management Bulletin 22-03
will ensure that Resolution sampling and testing is performed, that the Resolution samples and test, at the time of testing is considered defective, regardless of the whether or not the test results pass, employed by the manufacturer of the product. Required test reports must be conducted by an independent laboratory or other independent testing facility. and rRequired drawings and calculations must, , the Specification, or Standard Plans requirements. A product sample and additional product testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2022/program-management-bulletin-22-03.pdf?sfvrsn=875641be_1BABA Bulletin- 12-5-2022 (FHWA Approved)
of the product. Required test reports must be conducted by an independent laboratory or other independent testing facility. and rRequired drawings and calculations must be signed and sealed, product testing and documentation may be required for the modification evaluation. Any marked variations from original test values, failure to notify the Department of any modifications or alterations, system (MAC), indicates who samples and tests each of these materials and at what frequency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2022/baba-bulletin--12-5-2022-(fhwa-approved).pdf?sfvrsn=cbcfe3c9_14300408.comm
further testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall, of testing, it is the support work that goes with it. Each run has to be dewatered and this often means, of fill would be similar to performing a compressive strength test on a concrete cylinder after a day, essentially ceased at the end of three to six years.” ASTM D2321, X1.13: Deflection Testing—To ensure specified deflection limits are not exceeded, the engineer may require deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4300408.comm.pdf?sfvrsn=6ed1cfab_04300408.comm
further testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall, of testing, it is the support work that goes with it. Each run has to be dewatered and this often means, of fill would be similar to performing a compressive strength test on a concrete cylinder after a day, essentially ceased at the end of three to six years.” ASTM D2321, X1.13: Deflection Testing—To ensure specified deflection limits are not exceeded, the engineer may require deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4300408.comm.pdf?sfvrsn=8e55df2f_07010000.comm
Discussion—This test condition typically exists (1) after a rainfall has ended and the pavement markings, obtained with this test in conditions of wetness does not necessarily relate to how markings perform, of continuously wetting the marking during measurement with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested in accordance with the most extreme condition, or by using one mile sections as referenced by FM 5-541(12-08) Part A- Project based Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7010000.comm.pdf?sfvrsn=c83bbbd5_07010000.comm
Discussion—This test condition typically exists (1) after a rainfall has ended and the pavement markings, obtained with this test in conditions of wetness does not necessarily relate to how markings perform, of continuously wetting the marking during measurement with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested in accordance with the most extreme condition, or by using one mile sections as referenced by FM 5-541(12-08) Part A- Project based Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/7010000.comm.pdf?sfvrsn=388f41f_04500204.impl
keeping the deficiencies found as a result of the inspection and testing. Keep certified test, regarding the certification and testing of prestressing steel, reinforcing steel, concrete materials, Reinforcement: Obtain and maintain for each LOT a certified mill analysis, physical property test, LOT number, certified test values for specified material properties together with a representative, the requirements of Section 930 and be selected from the APL or otherwise be subsequently evaluated, tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4500204.impl.pdf?sfvrsn=b247d92f_0CR-8B Concrete Materials (16-17)
Quality Assessment Category Number 8B Concrete Materials STATEWIDE CRITICAL REQUIREMENTS - FISCAL YEAR 2016/2017 Quality Assessment Category Number 8B Concrete M a t e r i a l s 1 . Does the CEI staff confirm that the following requirements are adhered to for structural concrete: If slump is outside tolerance, the load shall be rejected; concreteplacementmayproceedfortheQCtruckandthenexttruckwhileconcrete properties tests are being performed and concrete is in its final position
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-8b-concrete-materials-(16-17).pdf?sfvrsn=4a9f0e9c_0CR-06
STATEWIDE CRITICAL REQUIREMENT LIST – FISCAL YEAR 2014/2015 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the density record system verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI staff enforcing the requirement that cracks or checks appearing in the base before or after priming
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1415/cr-06.pdf?sfvrsn=2348238f_0CR-06
STATEWIDE CRITICAL REQUIREMENT LIST – FISCAL YEAR 2013/2014 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the density record system verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI staff enforcing the requirement that cracks or checks appearing in the base before or after priming
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1314/cr-06.pdf?sfvrsn=93840fb1_0CR-06
STATEWIDE CRITICAL REQUIREMENT LIST – FISCAL YEAR 2015/2016 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the Earthwork Record System verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI staff enforcing the requirement that cracks or checks appearing in the base before or after priming
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1516/cr-06.pdf?sfvrsn=b13abc57_06110202.resp
completion of all field tests in accordance with 611-4, a Warranty/Maintenance period for the repair
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/6110202.resp.pdf?sfvrsn=52de9059_06110202.fhwa
with 5-11, only after satisfactory completion of all field tests of completed installations, completion of all field tests in accordance with 611-4, and as a condition precedent to final, of all field tests of completed installations in accordance with the requirements of 611-4, of all field tests in accordance with 611-4, repair or replace any defective components or work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/6110202.fhwae7a4d552c1144df2ad57d701aada3343.pdf?sfvrsn=29e5032_07830400.resp
tests good on the reel and following installation, then it remains good until something occurs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7830400.resp.pdf?sfvrsn=21096d7a_04460301.impl
, either from Department acceptance tests or independently verifiable commercial mixes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4460301.impl.pdf?sfvrsn=46bf078f_0