9037 search results for test

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

9900202.impl

a d o f 5 , 0 0 0 p o u n d s . T h r e e markers per lot or shipment will be randomly tested, of a compression testing machine. Place on top of the marker a flat piece of 65 durometer rubber 6 by 6, . The test report certified by an independent laboratory will be provided. (l)Ensure

SS9900202

msperlotorshipmentwillberandomly tested as follows: Position t h e marker b a s e d o w n b e t w e e n t h e f l a t parallel platens of a compression testing machine. Place on top of the marker a flat piece of 65, will meet NEMA environmental standard. The test report certified by an independent laboratory

Chapter11s1Redline

Submittal Packages regardless of testing. For non-tested lots, the CPF Sheet will show a CPF equal to 1, – Composite Pay Factor Sheet The Contractor’s test results for each Sublot are entered

Chapter11s1

regardless of testing. For non-tested lots, the CPF Sheet will show a CPF equal to 1. (C) Asphalt, Pay Factor Sheet The Contractor’s test results for each Sublot are entered into Materials Acceptance

9650000-122origind

of each Lot by tensile test. Alternate testing will not be accepted. Provide certifications as specified, of the Engineer. Certificates of compliance shall identify that the material has been sampled and tested

SS9900202

a d o f 5 , 0 0 0 p o u n d s . T h r e e markers per lot or shipment will be randomly tested, of a compression testing machine. Place on top of the marker a flat piece of 65 durometer rubber 6 by 6, . The test report certified by an independent laboratory will be provided. (l)Ensure

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

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

BMRM Chapter 15

Tests for Riprap Quality Test Designation Property Allowable Value Frequency (1) Comments AASHTO, , an additional 10 pieces shall be tested. If the second series of tests also exhibits pieces that do, . A maximum shape factor of 3.0 is recommended. Recommended tests for riprap rock quality are presented

Chapter 15: Channel and Waterway

Tests for Riprap Quality Test Designation Property Allowable Value Frequency (1) Comments AASHTO, , an additional 10 pieces shall be tested. If the second series of tests also exhibits pieces that do, . A maximum shape factor of 3.0 is recommended. Recommended tests for riprap rock quality are presented

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

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

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