9274 search results for test

SS1050508

and Precast Concrete Box Culvert Manufacturing Facilities: 105-5.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician

7060000fhwa

random samples of the RPMs in accordance with the Department’s Sampling, Testing and Reporting Guide, adhesives only. The Engineer will conduct field testing in accordance with FM 5-566. Correct RPMs, . Furnish a test report to the Engineer certifying that the materials meet all requirements specified, field testing in accordance with FM 5-566. Correct RPMs not applied in accordance, a test report to the Engineer certifying that the materials meet all requirements specified. 706-6

4300201.comm

% deflection into the test requirements for the 100 year protocol. There has been no such correlation, been calibrated against results of full-scale tests. It is not clear if this has been done, of these concerns, we are concerned that CEIs will administer deflection tests based on the notion, not in Florida. We are aware of one installation in Florida, which was a test installation performed, and into an Orange County canal. According to the City, they have not used the pipe since that test

PMG PDF V14

PMG PDF V14

pmg-pdf-v147c217041-a4d0-4e7a-918c-8de2c63dcded

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

7010000.origind

, construction and maintenance. Background data: Ademonstration test site was established and industry, with the Department’s Sampling, Testing and Reporting Guide schedule. 701-2.2 Glass Spheres: Use, in accordance with ASTM D1214 and the Department’s Sampling, Testing and Reporting Guide schedule. 701-3, to test the markings within 3 days of receipt of the Contractor’s certification. If the retroreflectivity, spheres packages. Submit a certified test report to the Engineer indicating that the materials meet

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

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