9204 search results for test

2000702.impl

 200 ROCK B A S E . (REV10-14-15)(FA1-11-16)(7-16) SUBARTICLE200-7.2.3isdeletedandthefollowingsubstituted: 200-7.2.3PitProctor:InlieuofModifiedProctorMaximum Density testing at the roadway, notify the Engineer in writing that the Contractor option to use the Pit Proctor supplied by the Department will be used. The Modified Proctor maximum density frequency requirements of 200-7.2.2 shall not apply. The Department will determine the Pit Proctor from statistical analysis of the base rock

9900201.resp

. Since we are testing these products in the field, I suggest that we make the y axis similar

9900201.comm

are testing these products in the field, I suggest that we make the y axis similar to the x axis and identify

4550518DB.origind

Verification Testing. A separate Foundation Certification Package must be submitted for each, of all pile driving logs, EDC records, all supplemental dynamic testing raw data and analyses for the foundation unit. The certification shall not be contingent on any future testing or approval, in the Foundation Certification Package. The results of dynamic testing will not be sufficient

Materials Manual Section 11.1, Volume I

INDEX A-Z Search Materials Manual Section 11.1, Volume I FABRICATION INSPECTION AND TESTING OF STRUCTURAL METAL PRODUCTS Section 11.1, Volume Ifor Lettings January 2022 and Forward July 2015 - December 2019 January 2015 - June 2015 Through December 2014 Return to Home Useful Links Florida

Materials Manual Section 11.3, Volume II

INDEX A-Z Search Materials Manual Section 11.3, Volume II ADVANCED ULTRASONIC TESTING Section 11.3, Volume II for Lettings July 2024 and Forward January 2015 - June 2024 Return to Home Useful Links Florida Initiatives Web Policies & Notices FDOT Americans with Disabilities/Accessibility (ADA

LAP3440000-122FHWA

test reports). 34. A copy of the scale company or testing agency report showing the signature, and Testing: 344-3.9.1 Category 1: The Engineer may sample and test the concrete to verify its, , certified mill test reports). 4. A copy of the scale company or testing agency report showing, of industrial or municipal garbage in incinerators. Table 344-1 Type or Class Test Method, of this Specification. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may

E1Y11Addendum001

: . . . ........................................................ 31 U. Testing, : . . . ........................................................ 26 U. Testing, : . . . . . . . . ................................................... 2 6 U. Testing

SS4000100

. Perform all required verification and testing at no expense to the Department and to the satisfaction, of required strength, cast test cylinders for each mix for compressive strength determination, test cylinders to determine when percent of required strength has been met. Prior to curve use; obtain the Engineer’s approval of the S/T Curve and its supporting data. An approved testing, at least three different elapsed times that begin once test cylinders are cast; however, one

SS4000100

and testing at no expense to the Department and to the satisfaction of the Engineer. Do not use stay, strength is attained. Also, refer to 400-7.4. When using the percent of required strength, cast test, versus time curve (S/T Curve) which can be used in lieu of multiple test cylinders to determine when, of the S/T Curve and its supporting data. An approved testing laboratory may be used to provide, times that begin once test cylinders are cast; however, one of the elapsed times must be prior

Version Derscription Document_9.0

4500500.FHWA

nondestructive test method acceptable to the Engineer, until the time of the detensioning. Before detensioning, verify the concrete release strength by testing the compressive strength test cylinders, detensioning, verify the concrete release strength by testing the compressive strength test cylinders. Make, by compressive strength cylinder tests or other approved means, no later than 24 hours after casting and every 24 hours thereafter until release strength is developed. In lieu of every 24 hour testing

SS7000000

2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested, will allow a cast base, provided the Contractor submits test reports giving evidence that the base, tests and submit certified reports for one base to be used with each pole size. Use Alloy A 356-T6

7000000.impl

2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested, will allow a cast base, provided the Contractor submits test reports giving evidence that the base, tests and submit certified reports for one base to be used with each pole size. Use Alloy A 356-T6

SS7000000

from tests on a minimum of two test cylinders, tested in accordance with Section 346, submits test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified reports for one base

SS7000000

strength from tests on a minimum of two test cylinders, tested in accordance with Section 346, , provided the Contractor submits test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified

SS7000000

strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign structures in accordance, the Engineer will allow a cast base, provided the Contractor submits test reports giving evidence, physical tests and submit certified reports for one base to be used with each pole size. Use Alloy

SS7000000

strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign structures in accordance, the Engineer will allow a cast base, provided the Contractor submits test reports giving evidence, physical tests and submit certified reports for one base to be used with each pole size. Use Alloy

4500000.origind

keeping the deficiencies found as a result of the inspection and testing. Keep certified test, and the Department’s verification tests. The sampling for verification testing will be performed, ) activities including the verification and Independent Assurance inspection and testing are performed, regarding the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, time for the Engineer’s inspection. 450-2.5 Quality Assurance Inspection and Testing

6490000-2.FHWA

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 in accordance with ASTM C31, 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 in accordance with ASTM C31 and ASTM C39. Before