9037 search results for test
9900500.FHWA
must submit an application in accordance with Section 6 and include independent testing showing, will be randomly tested as follows: Position t h e marker b a s e d o w n , b e t w e e n t h e f l a t , p a r a l l e l 0 . 5 i n c h s t e e l p l a t e s o f a c o mpression testing machine. Place, submit an application in accordance with Section 6 and include independent testing showing the product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9900500.fhwa.pdf?sfvrsn=a39662be_04550300.resp
load test piles and reaction piles in 455-2.2 (2.b) to those currently shown in ASTM 1143 as follows: b. Load Applied to the Test Pile or Shaft by Hydraulic Jack Acting Against Anchored Reaction Member: Construct reaction member anchorages as far from the test piles/shafts as practical, the edge of the test pile/shaft. Response: Agree. After discussion with the author of the comment, change made as follows: “b. Load Applied to the Test Pile or Shaft by Hydraulic Jack Acting Against
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/4550300.resp.pdf?sfvrsn=d601ed9f_0F1A07ScopeOfService
/shop drawings, one-line diagram, panel schedule, circuiting. Inspection/testing: Functional tests, , testing, labeling, and as-builts included. 1) Interior Lighting & Controls Luminaires: Provide, , inspections, testing, labeling, and as-builts. 1) Fixtures & Quantities Unisex Restroom (ADA): o, . Provide accessible valve locations; label all valves and fixtures. 5) Testing, Commissioning, and Closeout Hydrostatic/air tests for water and DWV per code; verify trap primer operation. Flush
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/fco-contracts/f1a07/f1a07scopeofservice.pdf?sfvrsn=a9b630bd_19600201.resp
wedge angle which after extensive testing we do not have sufficient safety/quality control, performance of his system, shall be clearly shown on the drawings and verified thru testing and quality, (aka multi-plane anchorages) shall be qualified as such by test (AASHTO) Response: This is already, 3/8" diameter vent hole. Strength testing will be required to assure proper strength of the wedge plate for all vent hole configurations. Grouting performance testing will be required for any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9600201.resp.pdf?sfvrsn=45b59817_04620100.FHWA
as Noted: 1. Test Types of systems to be tested include all PT system components utilized on the project, ) are exempt from this testing. 2. In the formwork, pressure test each different type and size of duct, project, will be randomly chosen by the Engineer for testing. 4. When required by the Engineer, test, for testing. 4. When required by the Engineer, test assemblies in their final position just prior, of all possible subcomponents is required for PT system and component testing; however, subcomponents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4620100.fhwa.pdf?sfvrsn=d622b933_03360000.impl
in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement, for testing from the discharge piping exiting the storage tank. Obtain the viscosity testing equipment, Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO, been made, verified by passing test results, and the Engineer grants approval. The Engineer may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3360000.impl.pdf?sfvrsn=821f3164_0SS3360000
in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement, for testing from the discharge piping exiting the storage tank. Obtain the viscosity testing equipment, Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO, made, verified by passing test results, and the Engineer grants approval. The Engineer may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss3360000.pdf?sfvrsn=ea17388d_0SS3360000
in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement, for testing from the discharge piping exiting the storage tank. Obtain the viscosity testing equipment, Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO, made, verified by passing test results, and the Engineer grants approval. The Engineer may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3360000.pdf?sfvrsn=c400d664_0SS3360000
in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement, for testing from the discharge piping exiting the storage tank. Obtain the viscosity testing equipment, Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO, made, verified by passing test results, and the Engineer grants approval. The Engineer may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3360000.pdf?sfvrsn=b61b20c4_09650200-723ind
, the Design Plans, and this section. Verify the strength of each Lot by tensile test. Alternate testing will not be accepted. Protect against damage and marring during transit and delivery. Provide, , or ER5556 in accordance Table 965-1 Material Requirements for Aluminum Components Product Test, 2024-T4 6061-T6 S2 Lot Testing, Alloy, Temper Hex Nuts ASTM F467 6061-T6 6262-T9 2024-T4 S2 Lot Testing, Alloy, Temper 9650200 All jobs with AWS D1.2 Aluminum Structural welding Code. Heat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9650200-723ind.pdf?sfvrsn=d86d1c28_14500000.FHWA2
and testing. Keep certified test reports for all materials incorporated into the production of precast, verification tests. The sampling for verification testing will be performed by the Department at each, the certification and testing of prestressing steel, FRP prestressing strands, reinforcing steel, FRP, for the Engineer’s inspection. 450-2.56 Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4500000.fhwa2.pdf?sfvrsn=a835bd6_0ComprehensiveTemplateDesign
from the context menu. TIP: If the pointremains green, you deleted the wrong one. Testing Components You can test constraints in components by moving points to see results. Inserting Components, are attempted. The Component Properties dialog additional properties when editing .End Conditions. Testing End Conditions End conditions can be tested to see how they react to the surface or other features by clicking the Test button on the Create Template dialog. Creating Variable Templates A “Typical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/comprehensivetemplatedesign.pdf?sfvrsn=8d51d013_2SR 45 Discharge of Superintendent
also taken into consideration the position papers, oral presentations, testimony of others
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/sr-45-discharge-of-superintendent.pdf?sfvrsn=8df6a2d4_0E6E88-4106799-SR9I95-LandscapeDrainageImprovements
. BOARDS FINDINGS Testimony by the Departments Landscape Architect during the hearing stated that SLL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d6/10-14/e6e88-4106799-sr9i95-landscapedrainageimprovements.pdf?sfvrsn=86f35aaf_23370000.D02.fhwa
compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use cellulose fibers meeting, tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture composed, accordance with AASHTO T312-04 and FM 1-T 209 (and conditioning prior to testing) will not be required, . No density testing will be required for these mixtures. 8. In 334-5.1.7.1, the No. 8 sieve does apply, Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3370000.d02.fhwa40ec090485d346f796c5a8cbfb53399b.pdf?sfvrsn=ea7f95dd_03370000.D02.FHWA
compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use cellulose fibers meeting, tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture composed, accordance with AASHTO T312-04 and FM 1-T 209 (and conditioning prior to testing) will not be required, . No density testing will be required for these mixtures. 8. In 334-5.1.7.1, the No. 8 sieve does apply, Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3370000.d02.fhwa.pdf?sfvrsn=25eac4c8_03370000.D01.origind
b a t c h o f f i b e r material indicating compliance with the above tests. 337-2.6.2 Cellulose, r material indicating compliance with the above tests. 337-3 General Composition of Mixes, (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, in accordance with 334-5.1.8. No density testing will be required for these 3370000.D01 All Jobs mixtures. 8.In334-5.1.7.1, the No. 8 sieve test results shall not be excluded.does apply. Table 337-2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3370000.d01.origind.pdf?sfvrsn=c5f8c001_04000507.FHWA
verification and testing at no expense to the Department and to the satisfaction of the Engineer, an Oxidative Induction Time (OIT) of 60 to 75 minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from the finished product (polymer sheeting, absorption of less than 2.6% when tested according to ASTM C272. Provide a written certification from, days.After the deck concrete has been in place for a minimum period of two days, test for soundness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4000507.fhwa.pdf?sfvrsn=1b1e3df2_07000000.impl
the concrete strength in the support footing is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erect the signs and sign structures, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan11/files/7000000.impl.pdf?sfvrsn=66042956_0SS7000000
2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss7000000.pdf?sfvrsn=c6a8802d_0