9204 search results for test

7110000SS

Sampling, Testing and Reporting Guide schedule. 711-2.1.1 Initial or Recapped Stripes and Markings, , Testing and Reporting Guide schedule. 711-2.3 Sand: Use materials meeting the requirements, markings in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test the markings within three days of receipt of the Contractor’s certification. The test readings should, a certified test report to the Engineer indicating that the striping materials meet all requirements

7450000.origind

to be changed? Need to include minimum test reading requirements for resistance, insulation and inductance. Summary of the changes: Add resistance, insulation and inductance test requirements; Revise, of the Transportation Statistics Office to include minimum test reading requirements for resistance, and the cabinet. 745-4 Testing All testing is conducted with the leads disconnected from the backplane

2026FDM215RoadsideSafety

terminals are classified by the following: (a) Test Level: i. TL-2 (Design Speeds ≤ 45 mph) ii, cushions are classified based on Test Level, as shown for each system on their respective APL drawings, the performance criteria for the established design speed of the facility (i.e., barrier system Test Level, Connection to Rigid Barrier – Index 536-001 (Test Level N/A), Approved for all Design Speeds. Various other, D540-001. Refer to the SDG for barrier type and test level selection of Traffic Railings. Topic

2026FDM215RoadsideSafety

Standard Plans, Index 536-001. Approach terminals are classified by the following: (a) Test Level: i, or non-redirective gating. Crash cushions are classified based on Test Level, as shown for each system, (i.e., barrier system Test Level). For additional information, see Standard Plans, Index 544-001, ) Trailing End Transition Connection to Rigid Barrier – Index 536-001 (Test Level N/A), Approved, Plans Instructions for Index D540-001. Refer to the SDG for barrier type and test level selection

Special Provisions Workbook July 2022

1040400FHWA

on the Department’s APL. For materials that are part of the permanent work, meet the testing, , no testing is required; acceptance will be based on visual inspection. Use new or used materials, blankets capable of sustaining a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Submit to the Engineer, certified test reports from the manufacturer

1995_Load_Rating_Manual_03-16-95

formula, computer program, or load test. Such judgement will not be used to override the final output of such formula, computer program, or load test, but should be used to evaluate the validity, on its current condition through analysis or load test. 6. Operating Rating - The rating which, determined by the load test should be entered in the BMIS file. 9. The formulas that govern, for actual ma~erial properties as determined from field sampling and tests of the materials. Second

4550400.origind

concrete piling. (3) Steel piling. (4) Test piling. (5) Sheet piling. (a) Concrete sheet piling. (b, CompositePolymeric Piles-per foot. Item No. 455-119- Test Loads- each. 4550400 All Jobs Item No. 455-120- Point Protection - each. Item No. 455-133- Steel Sheet Piling - per square foot. Item No. 455-143- Test Piles (Prestressed Concrete) - per foot. Item No. 455-144- Test Piles (Steel) - per foot. Item No. 455-145- Test Piles (Concrete Cylinder) - per foot. Estimated fiscal impact, if implemented

9310201.fhwa

a certified test report mill analysis from the manufacturer of the sheet metal bottom strips confirming that the requirements of this Section are met including test results for thickness, dimension, grade, length, size, and spacing. The certified test report shall conform to the requirements of Section 6 and include test results for thickness, dimension, grade, length, size, and spacing Each, of the sheet metal bottom strips including test results for thickness, dimension, grade, length

9710403.impl

meet the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5, to bear traffic in not more than two minutes. 971-4.3.2 Abrasion Resistance: Test four samples, : 971-8.3 Physical Requirements: The material shall meet the following criteria: Property Test M e t h o d, : Test four samples per LOT using a Taber Abrader. The material shall be applied to specimen plates, Composition: Component Test M e t h o d White Yellow Binder 2 0 . 0 % minimum 20.0% minimum TiO 2

9310201.FHWA

a certified test report mill analysis from the manufacturer of the sheet metal bottom strips confirming that the requirements of this Section are met including test results for thickness, dimension, grade, length, size, and spacing. The certified test report shall conform to the requirements of Section 6 and include test results for thickness, dimension, grade, length, size, and spacing Each, of the sheet metal bottom strips including test results for thickness, dimension, grade, length

4550000DB.resp

Larry.Jones@dot.state.fl.us Comments: (6-19-17) Please update the required spacing between load test, 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, but in no case shall, 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 Anchored

E57D3BidTabs

GROUT REPAIR, PIPE, NON- TEST, 15" 100.000 EA 200.00000 20,000.00 175.00000 17,500.00 300.00000 30,000.00 0090 0432 3 2 CHEMICAL GROUT REPAIR, PIPE, NON- TEST, 18" 100.000 EA 200.00000 20,000.00 180.00000 18,000.00 300.00000 30,000.00 0095 0432 3 4 CHEMICAL GROUT REPAIR, PIPE, NON- TEST, CHEMICAL GROUT REPAIR, PIPE, NON- TEST, 30" 50.000 EA 300.00000 15,000.00 200.00000 10,000.00 400.00000 20,000.00 0105 0432 3 6 CHEMICAL GROUT REPAIR, PIPE, NON- TEST, 36" 25.000 EA

7830202.origind

marker system components and approve prior to installation. Fully test the locate wire system after, foot of cable furnished, installed, warranted, tested and deemed fully operational, operational, and tested according to this specification. Thelocatesystemelectronicequipment, is furnished, installed, and tested. The locate system electronic equipment shall be warranted, made fully operational, and tested according to this specification

7830202.impl

. 783-2.4TestingandCertification.Inspectallconduitroutemarker system components and approve prior to installation. Fully test the locate wire system after, of cable furnished, installed, warranted, tested and deemed fully operational, operational, and tested according to this specification. Thelocatesystem electronic equipment, , installed, and tested. The locate system electronic equipment shall be warranted, made fully operational, and tested according to this specification

6590000.resp

? This appears several times in the Spec. If the two numbers refer to different ASTM testing methods, you have, . The Department is in the process of developing specific hurricane survivability test methods to address these issues. The current specification reflects the results of research and testing performed to date, Requirements The first requirement is basically a material test specific to just the disconnect, of any test requirement. Therefore, I would suggest adding ‘capable of withstanding for a minimum

4580000.FHWA

between mating surfaces. Testing must be performed atby an independent testing agencylaboratory, , manufacturer, fabrication procedure and configuration as the those used in the prequalification test, fatigue testing. Provide completeObtain all joint system assemblycomponents from the same, the testing requirements of this Section. Provide a l l l o a d b e a r i n g s t r u c t u r a l s t e, with requirements of this Section. Provideacertifiedcopyofallmill test reports to the Engineer

flerosioncontrolmanual

7090000.impl

of the materials in accordance with the Department’s Sampling, Testing and Reporting Guide schedule, FM-5-541. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative of the Contractor’s striping performance

SS7090000

Reactive Component materials f the ling, Testing and Reporting Guide schedule. curves in true, with Florida Method FM-5-541. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markin will result in non-payment. The test readings should be representat performance