9037 search results for test

5480206.FHWA

responsibility for performance of all testing required by Section 346. Use Department approved mix, within 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, 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

5480000.fhwa

for performance of all testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing, the 5480000 All Jobs requirements of this Section. Have the backfill material tested for every, testing laboratory prior to placement. Provide certification to the Engineer, that the results have, , 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 samples

5480000.FHWA

. Assume responsibility for performance of all testing required by Section 346. Use Department, . 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 certification, , 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

5480000.origind

responsibility for performance of all testing required by Section 346. Use Department approved mix, 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. Provide, than 2.0% by weight of organic material, as determined by FM 1-T 267 and by averaging the test, . If an individual test value of the three samples exceeds 3%, the stratum or stockpile

5480000.FHWA

for performance of all testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing, the 5480000 All Jobs requirements of this Section. Have the backfill material tested for every, testing laboratory prior to placement. Provide certification to the Engineer, that the results have, , 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 samples

441700-1_Cove Road PD&E_Final_Pond Siting Report

4000401.impl

delay periods set forth in 400-17.1 and 400-17.3, test cylinders may be prepared and tested, pounds per cubic foot. Use polystyrene foam that has water absorption of less than 2.6% when tested, as that previously subjected to the tests specified in Section 975. In addition, submit the following product, : 1.When the cylinder test results indicate the minimum 28 day compressive strength shown in the Plans

3301200.impl

lane being tested. The Engineer may require additional testing at other locations within the lane, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, and the Design Standards Index Nos. 607 or 619 during all testing. When traffic control cannot, items. 330-12.4.4 Process Control Testing: Assume full responsibility for controlling all paving, . Address in the QC Plan the methods to be used to control smoothness. 330-12.4.5 Quality Control Testing

19-15-Nolan-PostInstalledAnchors

. • Construction process failure with use of the “fast set” Pro-poxy adhesive that was not tested, ) and 355.4 (adhesive) anchor testing criteria and includes cracked concrete testing protocols. • ACI, of the creep tested values under FM 5-568 that had been required since 1999). • Project Data Funds, 5- 568 testing & qualification criteria. • Mechanical Anchors (undercut and screw anchors) follow ACI CODE-318 design & ACI SPEC-355 testing and qualification criteria. • Field acceptance via

D1050000.do

for sampling, testing and inspection of materials and construction activities. Ensure that qualifications are maintained during the course of sampling, testing and inspection. Continuance, Identification Numbers (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory tests. Include employed and subcontracted technicians. 105-3.2.2 Level, and testing program described in the Contract. These methods and measures shall include

D1050000

qualified personnel for sampling, testing and inspection of materials and construction activities. Ensure that qualifications are maintained during the course of sampling, testing and inspection, with their Training Identification Numbers (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory tests. Include employed and subcontracted technicians, that are supplemental to the Quality Control sampling and testing program described in the Contract

D1050000.do

qualified personnel for sampling, testing and inspection of materials and construction activities. Ensure that qualifications are maintained during the course of sampling, testing and inspection, with their Training Identification Numbers (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory tests. Include employed and subcontracted technicians, to the Quality Control sampling and testing program described in the Contract. These methods

3340000SS

= individual test value (sublot) n = number of tests (sublots) s = sample standard deviation S(x 2 ) = summation of squares of individual test values (Sx) 2 = summation of individual test values squared, 0.36-0.71 Table 334-6 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average, Notes: (1) Each density test result is the average of five cores. The target density for coarse, ) 334-8.2.2 Three or More Sublot Test Results: When three or more sublot test results are available

3340000SS

= individual test value (sublot) n = number of tests (sublots) s = sample standard deviation S(x 2 ) = summation of squares of individual test values (Sx) 2 = summation of individual test values squared, 0.36-0.71 Table 334-6 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average, Notes: (1) Each density test result is the average of five cores. The target density for coarse, ) 334-8.2.2 Three or More Sublot Test Results: When three or more sublot test results are available

20180517SmoothnessCommitteeMeetingMinutes

and the percentage of lane miles they represent were shown. This data was the 3 year or greater test data, IRI.pptx”) Temper the statistics review with the fact that the 3-year testing is at least 3 years from, testing and testing at 3-year mark. Statistics on the delta to include maximum delta, minimum delta, a summary of the recent Smoothness Equipment Rodeo at the SMO & Williston Test Track. Initial, believe this will be the case since we have the 55 mph threshold for laser testing. (See PowerPoint

4580206.impl

test results from the manufacturer verifying the maximum coefficient of friction between mating surfaces. Testing must be performed by an independent testing laboratory according to the manufacturer’s, , manufacturer, fabrication procedure and configuration as those used in the prequalification test, life- cycle fatigue testing. Obtain all joint system components from the same manufacturer, fabricated at their approved corporate facilities, using subcomponents meeting the testing requirements

6490700-724IMPL

until the foundation has achieved 70% of the specified 28-day concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting

6490700-724origind

test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting

SS6490200

% of the specified 28-day concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested

6490403.impl

and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39