9274 search results for test
5340000SS
for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC, . ManufacturersseekingevaluationofproductsforinclusionontheQPLmust submit an application in accordance with Section 6, independently certified test, -in-Place)withauniform color, pattern, and texture. 534-8 Test Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5340000ss.pdf?sfvrsn=ccea8d18_0D4520000.do
. 452-6.9TestSamples: Provide additional test samples and testing for compressive strength, and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs, as specified on the plans, in this Section, or as approved by the Engineer. Testcylinders, made and cured, , transporting and erecting the various components. Providetheresultsofthecompression testing of one or more test cylinders for controlling the time of execution of the various construction operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4520000.do571f5ddb0a18491d97d08dcbf65fb0f9.pdf?sfvrsn=6ee1eeb7_0D4520000.DO
. 452-6.9TestSamples: Provide additional test samples and testing for compressive strength on precast segments, and erecting the various components. Providetheresultsofthecompression testing of one or more test, the Engineer’s approval for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing, on the plans, in this Section, or as approved by the Engineer. Testcylinders, made and cured in the same
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4520000.do.pdf?sfvrsn=15d29be8_09711234Origin
M 247 Part 2 and the following physical requirements apply: Property Test M e t h o d S p e c i f i, No. 8 0 N 0 . 1 0 0 0–5 9711234.D01.doc All Jobs 3 ProvidetheEngineerCertified test reports from, Composition: Component Test Method White Yellow Binder 18.0% minimum 18.0% minimum TiO 2 , Type II, ] sieve) 32.0% maximum 39.5% maximum Percentages are by weight. Component Test M e t h o d White, requirements: Property Test M e t h o d Minimum Maximum Water Absorption ASTM D 570 - 0.5% Softening
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9711234origin.pdf?sfvrsn=385cacaf_07010000Orign
with the Department’s Sampling, Testing and Reporting Guide schedule. 701-2.2 Glass Spheres: Use only glass, and the Department’s Sampling, Testing and Reporting Guide schedule. 701-3 Equipment. Useequipment capable, extrusion equipment. The Engineer will conduct field tests in accordance with FM 5-541. Remove, devices to the pavement using screed extrusion equipment. TheEngineerwillconduct field tests, shoulder warning devices meeting the following minimum requirements when tested by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7010000orign.pdf?sfvrsn=f7bf410b_0CM-660-01 Video Vehicle Detection System
. FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test, Test Cases (Steps): VVDS001 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT 3 All, Document Review FORMTEXT Indicate location of requested information in submittal. TERL Test Cases, of requested information in submittal. TERL Test Cases (Steps): VVDS001 (Steps 3, 4), VVDS002 (Step 2, requirements of NEMA TS 2. FORMDROPDOWN Provide the following: A third party test report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-660-01-video-vehicle-detection-system.docx?sfvrsn=c7ae9644_17000000.origind
is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in 7000000 All Jobs accordance with ASTM C31 and ASTM C39 and verifying test, installation. Provide a UL listedEnsure internally illuminated sign assembly ies have been tested and listed for their specific use by a testing laboratory such ais UL listed or equivalentor another comparable testing laboratory acceptable to the Department. 700-3.2.1.2 Housing Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/7000000.origind.pdf?sfvrsn=34195ee0_06110203-722origind
Intelligent Transportation System Device Installation: Test all stand-alone functions of the ITS, to the Engineer for approval. Provide a minimum notice of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test failure, prepare a report describing the nature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/6110203-722origind.pdf?sfvrsn=a1725013_24620100.resp
water. Test substrate at all pour-back locations using ACI 503 and develop a minimum of 175 psi tension (e.g., pull-off value). Testing frequency may be reduced, as determined by the Engineer, after, by the result of the ACI 503 test. b. Mix and apply epoxy grout and magnesium ammonium phosphate, of elastomeric coating, construct a 2 foot x 4 foot concrete test block with a similar surface texture, to supervise and comment on application of elastomeric coating onto test block. Apply coating using approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/4620100.resp.pdf?sfvrsn=2522233a_03370201-722FHWA
303-89 (2019), Type 1. Provide certified test results for each shipment of hydrated lime indicating, : 90 - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose Fibers: Use, % by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. SUBARTICLE 337-4.1 is deleted and the following substituted: 337-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3370201-722fhwa.pdf?sfvrsn=fd1e064b_27000000.FHWA2
tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been provided to the Engineer, installation. Provide a UL listedEnsure internally illuminated sign assembly ies have been tested and listed for their specific use by a testing laboratory such ais UL listed or equivalentor another comparable testing laboratory acceptable to the Department. 700-3.2.1.2 H o u s i n g E n s u r e t h a t t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7000000.fhwa2.pdf?sfvrsn=c8af2289_01-07DesignBuildBoilerplate.newA
ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, , designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified, . Laboratory. Theofficial testing laboratory used by the Department. Low Bid Design Build. A Design, of the work, together with samples that may be subjected to the tests provided for in these Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/design-build/1-07designbuildboilerplate.newa.pdf?sfvrsn=9e7268ea_07-07DesignBuildBoilerplate
for Testing and Materials AWG American Wire G a u g e A W P A American Wood Preservers Association AWS, , or combination of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, performed by the Contractor. Laboratory. Theofficial testing laboratory used by the Department. Low Bid, in the construction of the work, together with samples that may be subjected to the tests provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/july-2007/design-build/7-07designbuildboilerplate.pdf?sfvrsn=56a003de_0SR 50 Time and Compensation Adjustment
the base and A-7 material... "Test holes by project personnel ... showed ground water present, concrete was replaced on US41 due to failing test results per specifications and some asphalt, standing because of the non use of the temporary drains. The L-3 lane also had failed density testing, and 1125, dated August 14, 2002 as well as testimony by the Contractor’s expert, the Board recommends
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d7/sr-50-time-and-compensation-adjustment.pdf?sfvrsn=ddda2555_0D7040000.do
]. 704-2.2StrengthRequirements: The markers shall meet the following compressive load test: Arandom sample of five markers shall be tested in accordance with Florida Test Method FM 5-541. Markers tested shall have a compressive strength as follows: A.Minimum average of five markers, 6,000 lbs, Black 0.400 0.510 Thecolorshallbedetermined in accordance with Florida Test Method FM 5-541, ,spallorpeelwhensubjectedtoone cycle of the autoclave test ASTM C 424 at 250 psi [1.7 MPa
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d7040000.do.pdf?sfvrsn=8d6c9f2a_0D7040000.do
]. 704-2.2StrengthRequirements: The markers shall meet the following compressive load test: Arandom sample of five markers shall be tested in accordance with Florida Test Method FM 5-541. Markers tested shall have a compressive strength as follows: A.Minimum average of five markers, 6,000 lbs, Black 0.400 0.510 Thecolorshallbedetermined in accordance with Florida Test Method FM 5-541, ,spallorpeelwhensubjectedtoone cycle of the autoclave test ASTM C 424 at 250 psi [1.7 MPa
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d7040000.do.pdf?sfvrsn=518b5d83_04490600FHWA
been tested at the plant hydrostatically at the specified pressure using test methods in ASTM C, or displacing the gasket. 449-6.2 When Rubber gaskets are Used: Ensure that the pipe joints have been tested at the plant hydrostatically at the specified pressure using test methods in ASTM C 443, joint. Perform hydrostatic tests on pipe joints at the plant in accordance with ASTM C 443 [ASTM C 443M] test methods. Soil tight joints must be watertight to 2 psi [13.8 kPa]. Watertight joints must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/4490600fhwa.pdf?sfvrsn=3da54889_0drb116
Department of Transportation. During testimony Southern Culvert stated they were held to water tight, , District Materials Engineer reported FDOT technicians witnessed failing test at the plant and repeated test by Southern Culvert confirmed leakage problem. Southern Culvert proposed changes in o- ring, . The stamp does not include test for acceptability of joint fit. Southern Culvert acknowledged, not being followed (d) Cast test of acceptability of manufacturing was done prior to 1984. Ken
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d2/drb116.pdf?sfvrsn=9227723b_0334LAP.comm
the contractor is advised to perform this testing behind the rolling operations on the structural course, : ****************************************************************************** Paul Messersmith APAC Midsouth Inc. 334-712-7583 Comments: Acceptance Testing: Using a rolling straightedge, test the final Type SP structural layer and the Type FC layer where a friction course is called for in the Contract. Test all pavement lanes where the width is constant using, the Engineer of the location and time of all straightedge testing a minimum of 48 hours before
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/334lap.comm.pdf?sfvrsn=6340780c_09930206.comm
MASH vehicle at 55 MPH when tested according to the NTPEP testing work plan for channelizer posts, the complete testing requirements for this device as the NTPEP Project work plan referenced only, bumper height?). Response: 3b. Where is the reference to speed at which testing is to be performed, we would “implement” a Florida Method to reference for testing these devices prior, on to the manufacturers. Another reason to slow down is the cost to be associated with this testing. All testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9930206.comm.pdf?sfvrsn=4af2fd0_0