9185 search results for test
4550001SS
authorized by the Engineer, or to incorporate test piling in the finished structure, or for further driving of test piling, will be paid for as described in 455-12.12. No separate payment, and attain required bearing of the test piles will be included in the price bid per foot [meter] of Test, % of the unit price for Test Piles for each foot (meter) fabricated and accepted as stockpiled materials, and 30% of the unit price for Test Piles for the entire authorized length upon completion
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$_________. helow Testevaluatedbid(TotalBid)willbedeterminedbytheDepartment as the lowest um of bonding
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$_________. helow Testevaluatedbid(TotalBid)willbedeterminedbytheDepartment as the lowest um of bonding
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: 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6., % of the maximum density. 204-6.4 Density Tests: Meet the requirements of 200-6.4. 204-6.5
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: 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6., .) is 98% of the maximum density. 204-6.4 Density Tests: Meet the requirements of 200-6.4. 204-6.5
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. Except for test piles which are to be statically (or Statnamically) load tested, drive test piles, TEST PILES, EMBEDDED DATA COLLECTOR. (REV 10-27-06) (FA 11-16-06) (1-07) SUBARTICLE 455-5.12 (Pages 512 and 513) is deleted and the following substituted: 455-5.12 Test Piles: 455-5.12.1 D e s c r i p t i o n: Furnish test piles with Embedded Data Collectors installed. Ensure, , and in the presence of the Engineer. Obtain the Engineer’s approval prior to casting the test piles
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. Except for test piles which are to be statically (or Statnamically) load tested, drive test piles, TEST PILES, EMBEDDED DATA COLLECTOR. (REV 10-27-06) (FA 11-16-06) (1-07) SUBARTICLE 455-5.12 (Pages 512 and 513) is deleted and the following substituted: 455-5.12 Test Piles: 455-5.12.1 D e s c r i p t i o n: Furnish test piles with Embedded Data Collectors installed. Ensure, , and in the presence of the Engineer. Obtain the Engineer’s approval prior to casting the test piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp4550512.pdf?sfvrsn=c6ab011_0SP4550512
. Except for test piles which are to be statically (or Statnamically) load tested, drive test piles, No. 455-137- Dynamic Load Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete) - per foot. Item, TEST PILES, EMBEDDED DATA COLLECTOR. (REV 10-27-06) (FA 11-16-06) (1-07) SUBARTICLE 455-5.12 (Pages 512 and 513) is deleted and the following substituted: 455-5.12 Test Piles: 455-5.12.1 D e s c r i p t i o n: Furnish test piles with Embedded Data Collectors installed. Ensure
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)testhastobeperformedonthis materialbyaFDEPcertifiedorapprovedlaboratory, by the typical section. Successful completion of a test section of 300’– 400’ long should, of the soil can be obtained without causing distress to the underlying layers in a test section. Successful completion of a test section of 300’-400’ long should demonstrate the feasibility, ) provided a minimum LBR of 40 and the required density can be achieved. Other tests (except
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of the Test Piles based on the results of Dynamic Load Tests using externally mounted instruments. Allow, which are to be statically (or Statnamically) load tested, drive test piles their full length, (or Statnamically) load tested, drive test piles their full length or to practical refusal. Build up, first. For test piles which are to be statically (or Statnamically) load tested, ignore, capacity determination of prestressed concrete pile bridge foundations (with test piles) from blow per
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of the Test Piles based on the results of Dynamic Load Tests using externally mounted instruments. Allow, which are to be statically (or Statnamically) load tested, drive test piles their full length, (or Statnamically) load tested, drive test piles their full length or to practical refusal. Build up, first. For test piles which are to be statically (or Statnamically) load tested, ignore, capacity determination of prestressed concrete pile bridge foundations (with test piles) from blow per
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so designated must be tested. All test results must comply with the manufacturer’s design data, for approval by the Engineer. One bearing of each type and size so designated must be tested. All test, to the project site, submit the test data for the bearings tested to the Engineer, or the lateral load indicated in the plans, whichever is greater. 461-4 Testing and Certification. Ensure the manufacturer verifies the adequacy of the bearings by testing random samples manufactured
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) Specialty Engineer to perform, log, analyze,supervise field testing and report the test results, into waterways or other protected areas. 16. Proposed schedule for test shaft installation, load tests, pilot holes and/or load tests are performed, the Engineer will use the pilot hole and/or load test, drilled shaft inspector to perform testing. The Department may also perform comparison tests, of the Materials Manual – Section 2.4, VII, Testing and Submittal Requirements for Polymer Slurry
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Location TestMethod TestConditions Requirement Liner and/or Crown 7 OIT Test (ASTM D- 3895) 2, Pipe Location TestMethod TestConditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal, . Review of test m polymer resin cell classifications. Proposed solution: the serv Florida, the testing requirements for Type S polyethylene pipe including the junction and longitudinal profile test conditions, to specify the use of only Class II ground pipe for use in reworked plastics
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9480203.origind.pdf?sfvrsn=24bb02e1_0Section63VII-100315
of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods, that testing equipment is properly maintained in accordance with the applicable test methods, performing the plastic property tests are required to have the ACI Concrete Field Testing Technician, . The Department will perform periodic quality assurance inspections, sampling, and testing to ensure, inspection and testing will be performed in accordance with Materials Manual Section 6.3, Volume I
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by the following: 120-10.1.7 PaymentDeduction for Resolution Tests: If the Resolution laboratory testing, for the cost of resolution testing. Please review and transmit your comments, if any, within two, testing. No additional compensation, either monetary or time, will be made for the impacts of any such testing. If the Resolution laboratory testing results do not compare favorably with the Quality Control results, the costs of the Resolution testing will be deducted from monthly estimates.the
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by the following: 120-10.1.7 PaymentDeduction for Resolution Tests: If the Resolution laboratory testing, for the cost of resolution testing. Please review and transmit your comments, if any, within two, testing. No additional compensation, either monetary or time, will be made for the impacts of any such testing. If the Resolution laboratory testing results do not compare favorably with the Quality Control results, the costs of the Resolution testing will be deducted from monthly estimates.the
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designated must be tested. All test results must comply with the manufacturer’s design data as shown, using the same processes used to prepare the surface and apply the coating to the bearing. Test, be a minimum of 700 psi [4.8 MPa]. If the bond strength of the coating on the coupon is deficient, test, with this specification. 461-4 Testing and Certification. Ensure the manufacturer verifies the adequacy of the bearings by testing random samples manufactured for this project for the following conditions
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designated must be tested. All test results must comply with the manufacturer’s design data as shown, using the same processes used to prepare the surface and apply the coating to the bearing. Test, be a minimum of 700 psi [4.8 MPa]. If the bond strength of the coating on the coupon is deficient, test, with this specification. 461-4 Testing and Certification. Ensure the manufacturer verifies the adequacy of the bearings by testing random samples manufactured for this project for the following conditions
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be tested. All test results must comply with the manufacturer’s design data as shown, no deterioration. Prior to shipment to the project site, submit the test data for the bearings tested, using the same processes used to prepare the surface and apply the coating to the bearing. Test, be a minimum of 700 psi [4.8 MPa]. If the bond strength of the coating on the coupon is deficient, test, with this specification. 461-4 Testing and Certification. Ensure the manufacturer verifies the adequacy of the bearings
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