9191 search results for test

6600000.impl

°F.Ensureloopsealantistackfreewithinamaximum of 2 hours from time of application and when cured as tested for tack free time using, e d for 2 weeks at 77°F as tested for adhesion using visual inspection. Ensure loop sealant shows, for 2 weeks at 77°F as tested for shrinkage using a dimensional measurement. Ensure l o o p s e a l, resists penetration of foreign materials as tested for durometer hardness using ASTM D2240 Shore A for 24, e a l a n t d o e s n o t b e c o me brittle with age or temperature extremes as tested for weight

6600000.origind

and when cured as tested for tack free time using ASTM C679 at 77°F. Ensure l o o p s e a l a n t s e c, / 8 i n c h b y 3 i n c h s a w c u t , c u r e d for 2 weeks at 77°F as tested for adhesion using, installed in a 3/8 inch by 3 inch saw cut, cured for 2 weeks at 77°F as tested for shrinkage using, fluid for 24 hours. Ensure loop sealant resists penetration of foreign materials as tested, or temperature extremes as tested for weight loss, cracking, and chalking using ASTM C1246

7820000FHWA

for the device or system under test. TheEngineermay accept certification by an independent testing, of the equipment’s installation. At minimum, include in the video display system test the testing of each, under test. TheEngineermay accept certification by an independent testing laboratory in lieu, . Complete the tests within five calendar days from the initiation of the testing process, certifies their its device has successfully completed environmental testing as defined

5630000.FHWA

- graffiti coatings and that no moisture is present when tested in compliance with ASTM D 4263. Do, Cleaning Concrete for Coating .........ASTM D 4258 Testing pH of cleaned concrete surface, -graffiti coating or coating system is to be applied over 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, of this test requirement. 563-2.4 Base Coat: Apply the base coat, if part of the system, as recommended

7110000RESPON

, 2005 Time: 09:29:52 AM Comment: 711-2.1 Need some terminology in the spec that allows for testing, to these sections as it is written in 710-4.1, remove "The Engineer change will conduct field testing in accordance to....." to "conduct field testing in accordance to.... Response: The comment, , the wording should be "Measure and record test data, certify..... no later than the next working day, therefore recommend that a one year test period is enacted with the new material specifications

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

4130000.origind

) to introduce testing of application, (3) and to correct reference to the friction testing procedure, supported by steel girders, (2) to introduce testing of application, (3) and to correct reference to the friction testing procedure. Please share this proposal with others within your responsibility, ) at 1/2 inch level; 0.00 pounds/yd 3 (criteria of 0.75) at 1 inch level Water absorption test (ASTM C 642) 0.50% maximum/48 hours; 1.5% maximum/50 days NCHRP 244 Series II - cube test Water

EEO OFFICER List

msaverino@verdiusa.com ALLIED ENGINEERING & PAULA MCQUEEN 2007/10/09 2398720292 . . TESTING INC ALLIED, DAVIS 2009/10/28 9046412055 9044820268 wthorn@ajjohns.com AMERICAN STANDARD TESTING ALAN FORTICH 2009/03/26 7278565565 7278560020 afortich@americanstandard testing.com & CONSULTING LABORATORY INC, 9547732918 rich@usmcfl.com SHEET METAL COMPANY APPLIED FOUNDATION TESTING ANN MARIE TIERNAN 2015/06/30

EEO Officer List

JLANE@ALLIANCEPAVERS.COM ALLIED ENGINEERING & PAULA MCQUEEN 2007/10/09 2398720292 . . TESTING INC, LLC WANDA REENEA DAVIS 2009/10/28 9046412055 9044820268 wthorn@ajjohns.com AMERICAN STANDARD TESTING ALAN FORTICH 2009/03/26 7278565565 7278560020 afortich@americanstandard testing.com & CONSULTING, 9547732918 rich@usmcfl.com SHEET METAL COMPANY APPLIED FOUNDATION TESTING ANN MARIE TIERNAN 2015/06/30

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

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

441700-1_Cove Road PD&E_Final_Pond Siting Report

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

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

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