8978 search results for test

Section8.4-72612

properties by review of the test data and verification testing to ensure that the concrete, , and any other test that is required for the class of concrete and any other tests that the Plant has, the tests are required for the class of concrete. 8.4.8.4 SLUMP FLOW LOSS TEST OF THE FIELD, batch tests and field demonstration of verified test data and inspection reports, along, of the concrete mixes, and inspection and testing of production concrete. The concrete may be produced

9230302.origind

for reclaimed and recycled water, producers and the Department are required to run a chemical test to determine the level of alkalis. Since the implementation of the test in July 2010, there have been no failures with this test and the results have never approached the specified limit. The test is costly, of the water for the intended use. Summary of the changes: The proposal is to delete the test from, was proposed by Susan Blazo of the State Materials Office to delete the requirement to test for the level

7151300.ind

markers flat on the ground with 1 inch projecting above finished grade. 715-143 Tests of Installation. Upon completion of the work, test the installation to ensure that the installation is entirely free, condition. Furnish all labor, materials, and apparatus necessary for making the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests to the satisfaction of the Engineer. Make all

3501600.resp

test beams cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 7839, Engineering, Inc. joshua.carter@gbfinc.net (863)284-1090 Comments: If cylinders are to be tested, tom.b@russellengineering.com Comments: I do not know the content of the ASTM Test procedure indicated, temperature of the concrete is above 50ºF. Cure the test cylinders in a manner identical to the corresponding, to compressive strength. Due to the fact that the ASTM mentioned test for compressive strength

SS4550000

Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer, of the load test data which represents the designated area. Do not begin static load testing of drilled, load test equipment supplied by the Department within 30 days after completing the load tests, conference or no later than 30 days before beginning test pile installation of the proposed testing, test setup and conducting of the load tests. Provide qualified personnel, as determined

Specrev3

with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended

Specrev3

with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended

Specrev3

with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended

Specrev3

with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended

Specrev3

with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended

Section84V2cln

. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American, , temperature, and any other test that is required for the class of concrete and any other tests, or verification tests, which have met all plastic and hardened concrete test requirements. 2. The cementitious, by the Specifications and trial batch verification. 10. Perform SCC tests at the point of placement or testing, and testing of production concrete. Produce SCC using a central mixer at an on-site facility

SP4550000DB 7-20

) to each test pile/shaft site during the installation of the instrumentation, during the load testing, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, piling/shafts, except when driving specified test piling in end bents or when the Plans show, casings before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load

9600000.origind

the credentials described in this Section to perform all testing and to submit certified test reports, Laboratory (AMRL). 960-3.2 Testing Requirements: 960-3.2.1 Component and System Tests: Corrugated, Required Tests for each PT System Type (1) Procedures Appendix Test Description Internal PT System, Assembly Pressure Test: In addition to the other testing specified in this Section, test all, for external PT systems. 960-3.2.3 External PT Systems Pressure Test: In addition to the other testing

Unknown_Foundations_Pilot_Study_02-26-10

Section6.3V2-721cln

for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, that testing equipment is properly maintained in accordance with the applicable test methods, testing of the flexural properties of FRC. The ASTM C1609 Toughness, based on the average of 5 test, test methods, inspections, and minimum frequency and LOT sizes of tests that are used as the basis

9750702.origind

test panels prepared in accordance with AASHTO R-31. Laboratory Testing- Non-Sacrificial Property Test Method Requirement Cyclic Weather Testing AASHTO R-31 No blistering, cracking, checking, Test Method Requirement Cyclic Weather Testing AASHTO R-31, no salt fog, 95 degrees Fahrenheit, test site (1) Complete removal of material from substrate (1) Outdoor exposure testing, : For laboratory testing, uUse flat test panels prepared in accordance with AASHTO R-31. Outdoor exposure

3500902-723resp

” . The proposed draft in section “ 350-9.2.1 Reduced Frequency for Quality Control Tests under sub section 1, 350-9.2.1 is also consistent with Section 346-9.2.1 Reduced Frequency for Acceptance Tests, compressive strength test results needs to be equal or higher than 4,200 psi. Item 2 “Every average of three consecutive strength test equals or exceeds the 3,000 plus 1.34 standard deviations” statistically means that the submitted historical compressive strength test results needs to be equal

4550103DB.FHWA2

: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, , including proposed methods to mix, circulate, desand, test methods, and proposed testing laboratory, schedule for test shaft installation, load tests and production shaft installation. 17. For drilled, inspections, all CSL reports and electronic data, gamma-gamma testing reports, slurry test data, supplemental testing data, analyses for the foundation unit and the concrete strength test results of the lots

9480000.resp

and/or Crown, Test Method (Incubation Test) Test Conditions: What is the reason for changing 195 days to 265, the additional testing and will not be affected. 3. What is the reason for these changes? (8, of tests, the discrepancy range shall be within 6%. If an out- of range discrepancy occurs, repeat the three OIT tests. (109) The tests for incubated and “as-manufactured” pipe samples shall be performed by the same lab, same operator, the same testing device, and in the same day. (11) Within each

4550000.resp

equipment. Response: Yes;No;N/A 455-11.5Dynamic Load Tests: Will payment be made as 15' of Test Pile, to: 455-12.5 Dynamic Test Loads: There will be no separate pay item for Dynamic Load Tests. Payment, foot. Item No. 455-137- Dynamic Load Tests - each. Item No. 455-143- Test Piles (Prestressed, for test piles when performing dynamic load tests on test piles? This sub-article states, use test pile unit prices for re-drive on test piles? Response: Thepayitemfordynamic load tests