9191 search results for test

fdot-bed31-977-22-rpt

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, or separate from base. Posts shall be tested and evaluated according to the National Testing Product, Displays the name of the manufacturer, Name of product, APL number, National Testing Product Evaluation Program (NTPEP) Test Report For flexible post delineators: NTPEP Evaluation of Temporary, : The post shall be opaque white. The yellowness index shall not exceed 12 when tested in accordance, , tested in accordance with ASTM E1347 or ASTM E1164. 993-2.23.3 Retroreflective Sheeting

Research Results Summary

Currently, a density criterion for base material is determined by laboratory proctor testing of materials delivered to the project site. Obtaining the results of the laboratory proctor test requires from 3, and maintains records of proctors test taken at all mines. Sampling frequency is from 1 to 8 times per month. A review of the historical proctor test values for 69 mines indicates that typically 50, the contractor the option of using the pit proctor in lieu of the project laboratory proctor. Test

1600000.comm

). This is an inexpensive test and valuable information can be gained. For Verification and Resolution testing D3, Section 105 160-3.2.1 Sampling and Testing of Local Materials: Require a resolution sample be picked, in the paragraph listed below. 160-745.3.1.1 Bearing Values: Test the Stabilized Subgrade sample, test according to what base material you are using in lieu of Type B. In section 160-3.2.1, the first sentence states “before mixing.” Does this mean to test only the stabilizing material? In section

6110202.impl

 611 ACCEPTANCE P R O C E D U R E S . (REV8-3-09)(FA8-4-09)(1-10) SUBARTICLE611-2.2(Page731)isdeletedandthefollowingsubstituted: 611-2.2FinalAcceptance: The Engineer will make inspection for final acceptance of signal installations as part of all work under the Contract in accordance with 5-11, only after satisfactory completion of all field tests of completed installations in accordance, -Warranty: After satisfactory completion of all field tests in accordance with 611-4, repair or replace

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(of the Supplemental Specifications) is deleted. 400-15.2.6.6 Material Tests and Certification, to the same formula as that previously subjected to the tests specified in Section 975. In addition

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 611 ACCEPTANCE P R O C E D U R E S . (REV8-3-09)(FA8-4-09)(1-10) SUBARTICLE611-2.2(Page731)isdeletedandthefollowingsubstituted: 611-2.2FinalAcceptance: The Engineer will make inspection for final acceptance of signal installations as part of all work under the Contract in accordance with 5-11, only after satisfactory completion of all field tests of completed installations in accordance, -Warranty: After satisfactory completion of all field tests in accordance with 611-4, repair or replace

7810700.ind2

structure furnished, installed, warranted, made fully operational, and tested in accordance, , furnished and installed, will include furnishing, placement, and testing of all materials and equipment, , will include furnishing, placement, and testing of all materials and equipment, and for all tools, per each DMS, HAR or RWIS system, installed, will include placement, and testing of all materials

5630000.resp

applying anti -graffiti coatings and that no moisture is present when tested in compliance with ASTM D, Cleaning Concrete for Coating ASTM D 4258 Testing pH of cleaned concrete surface ASTM D 4262 Moisture, an existing coating, conduct apply a test patch (minimum area of 4 square feet) in accordance with this Section 560-15. Allow the test patch to cure a minimum of 307 days without any defects, an existing coating, conduct apply a test patch (minimum area of 4 square feet) in accordance

1050806FHWA

testing on Sself- Cconsolidating Cconcrete (SCC) plastic property tests must havepossess an ACI, concrete plastic property tests and ACI Self-Consolidating Concrete Testing Technician if testing, certifications: Personnel performing plastic property tests must have ACI Concrete Field Testing, : Ensure that testing technicians meet the requirement of 105-8.7.3.Ensure personnel performing tests, , compressive strength testing, and the recording/reporting of all test data. 105-8.7 Structural Concrete

1050806FHWA

testing on Sself- Cconsolidating Cconcrete (SCC) plastic property tests must havepossess an ACI, concrete plastic property tests and ACI Self-Consolidating Concrete Testing Technician if testing, certifications: Personnel performing plastic property tests must have ACI Concrete Field Testing, : Ensure that testing technicians meet the requirement of 105-8.7.3.Ensure personnel performing tests, , compressive strength testing, and the recording/reporting of all test data. 105-8.7 Structural Concrete

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that this focal length is insufficient for distances greater than 100’. For example, GovComm tested our, as Plans is already incorporated in the Contract Documents? Response: 2. 682-1.4.2 Field Test Requirements: Perform local field operational tests at CCTV field sites to verify and confirm, Test Requirement: Is this test to be done at each "local" CCTV field site? If so, then you may want to add the word "local" to clarify as it could be interpreted as allowing remote testing from any

SS9710000

a minimum tensile strength of 40 psi when tested according to ASTM D638. A rectangular test, the product passes testing may be placed on the QPL. When listed, this will be the minimum criteria, in accordance with the Department’s Sampling, Testing and Reporting Guide Schedule. 971-1. 6 Color, by weight of lead or arsenic when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, and 6010C. 971-2 Glass Spheres. 971-2.1 General Requirements: Glass

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the product passes testing may be placed on the QPL. When listed, this will be the minimum criteria, in accordance with the Department’s Sampling, Testing and Reporting Guide Schedule. 971-1. 6 Color, contain no more that 200 ppm by weight of lead or arsenic when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, and 6010C. 971-2 Glass Spheres, to be coated. Thefollowingphysicalrequirements apply: Property Test M e t h o d Specification Roundness

SS9710000

tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6, of 25% when tested in accordance with ASTM D 638. 971-7.9 Plastic Pull test: The stripes and markings, passes testing may be placed on the QPL. When listed, this will be the minimum criteria, in accordance with the Department’s Sampling, Testing and Reporting Guide Schedule. 971-1. 6 Color: Materials, tested in accordance with the RCRA reference above. Provide supporting independent analytical data

5480000SS

testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing Steel, tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide certification to the Engineer, material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value

5480000SS

. Assume responsibility for performance of all testing required by Section 346. Use Department, the requirements of this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum or stockpile

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of Section 347. Assume responsibility for performance of all testing required by Section 346. Use, . Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide, , as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three

SS5480000

of all testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing, tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide certification to the Engineer, 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3

5480000SS

testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing Steel, tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide certification to the Engineer, material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value