8978 search results for test
9670000.FHWA
testing of welds is not required. 967-3 Fabrication. Fabricate components in accordance, that indicateshowing the product meets all crash test requirements of the National Cooperative Highway, ). 32. Test reports from an independent laboratory showingIndependent test reports indicating that the composite material meets the following physical requirements: Composite Block TestMethod
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n g m a t e r i a l c o n f o r m i n g t o E60XX. Nondestructive testing of welds is not required, crash test requirements of the National Cooperative Highway Research Program, Report 350 (NCHRP 350) or the Manual for Assessing Safety Hardware 2009 (MASH-09). 32. Test reports from an independent laboratory showingIndependent test reports indicating that the composite material meets the following physical requirements: Composite Block TestMethod Requirement DurometerHardness
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and the following substituted: 352-5 Acceptance Testing for Surface Tolerance. Test the pavement surface, and the following substituted: 352-5 Acceptance Testing for Surface Tolerance. Test the pavement surface, conformity approved by the Engineer. 1. Testing with a 10 foot straightedge: Use this straightedge, inch with the straightedge laid in a direction perpendicular to the centerline. 2. Testing, exceeding 1/8 inch in a 10 foot effective length of the straightedge. When tested
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Structures Subarticle 932-1.3 1. Subarticle 932-1.4 Second paragraph: Change "his quality control test" to "quality control tests" to "his/her quality control test". 2. Subarticle 932-1.6- The paragraph, of the referenced ASTM Test Methods). The maximum temperature limit listed in Table 932-1.3.2 Physical, specific test methods, but it did not indicate that the labs performing these test had to meet any, to require the producers to perform tests for acceptance then their lab should have some level
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Structures Subarticle 932-1.3 1. Subarticle 932-1.4 Second paragraph: Change "his quality control test" to "quality control tests" to "his/her quality control test". 2. Subarticle 932-1.6- The paragraph, of the referenced ASTM Test Methods). The maximum temperature limit listed in Table 932-1.3.2 Physical, specific test methods, but it did not indicate that the labs performing these test had to meet any, to require the producers to perform tests for acceptance then their lab should have some level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9320103comm.pdf?sfvrsn=68c8615c_0Historical Item Averages 2022
$1,091.67 $13,100.00 12.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,18" 0432 3 5 2 $17,033.33 $204,400.00 12.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,30" 0432 3 6 1 $3,700.00 $7,400.00 2.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,36" 0433 1 4 $9,562.34 $286,870.24 30.000 EA N CHEM GROUT REPAIR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/annual/pdf/historical-item-averages-2022.pdf?sfvrsn=7b8d031c_12012SITCPart2Chapter2
that these tests are in order. The Rotational 2-6 Capacity Test must also be performed in the field, . Qualification is based on tests and inspections given by private testers. The qualification requirements, be qualified and this requires them to be tested to confirm that their skills and abilities are acceptable, , is referred to as a fastener assembly. Torque tests - which will be explained later - are performed, of torque tests are conducted on the assembly. Bolted connections must be used only as indicated
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7020402 WET WEATHER PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Ruelke 352-955-6620 timothy.ruelke@dot.state.fl.us Comments: (6-9-13) Do you want to consider adding “resolution” language in case the Engineer’s verification tests fail? Response: ****************************************************************************** Paul Gentry 414-4118, as there is no product available on the QPL. Due to several test deck failures, this product is not capable of meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/7020402.comm.pdf?sfvrsn=4b06a768_0SP4440000
. 444-3.4 Testing: The pumping test employed to determine the capacity of the well and whether, General: Furnish all labor, materials and equipment required to construct, test and maintain deep, operated without interruption for a period of 30 minutes. Locate the intake of the test pump, -pumping water level prior to the start of the test. 444-3.5 Maintenance of Wells: Cap and seal the completed deep wells immediately following construction and testing of the well. During
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bars tested ................................................... 12 Figure 13. Test setup, ................................................................... 35 Figure 28. Fiber content representative test samples (a) pre-testing and (b) post-test (ignition) for Pultrall and (c) pre-testing and (d) post-test (ignition) for MST-Bar, e 46. Concrete compressive strength results at time of testing (ASTM C39) for bond pullout tests, bars. Experimental testing, including tensile, bond, and durability assessments, was conducted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bee76-977-01-rpt.pdf?sfvrsn=f1d2d0e4_39750700.FHWA
of the structure. 975-7.2 Performance Requirements: For laboratory testing, use flat test panels prepared, in accordance with ASTM G 7. Laboratory Testing - Non-Sacrificial Property Test M e t h o d, , intrusion 9750700.D012 All Jobs Laboratory Testing - Non-Sacrificial Property Test M e t h o d, , softening or adhesion loss. Outdoor Exposure Testing – Non-Sacrificial Property Test M e t h o, Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO R-31, no salt fog, 95F, 0%- 90
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9750700.fhwa.pdf?sfvrsn=dfb72973_0section61-031919
for verification testing along with corresponding mill certifications, certificates of analysis (COA) and test, .” 6.1.11.2 Quality Control Testing and Inspection The QC Plan must include the quality control test, of the Production Facility. Index tests derived from existing test methods may be developed and implemented, approval) to witness the test, and provide a report. Testing may be performed off-site, provided, successful test reports in the QC Plan. Hydrostatic testing will be subject to requalification after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section61-031919.pdf?sfvrsn=8772562c_1Section6.1-031919_1-20WB
for verification testing along with corresponding mill certifications, certificates of analysis (COA) and test, .” 6.1.11.2 Quality Control Testing and Inspection The QC Plan must include the quality control test, of the Production Facility. Index tests derived from existing test methods may be developed and implemented, approval) to witness the test, and provide a report. Testing may be performed off-site, provided, successful test reports in the QC Plan. Hydrostatic testing will be subject to requalification after
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for verification testing along with corresponding mill certifications, certificates of analysis (COA) and test, .” 6.1.11.2 Quality Control Testing and Inspection The QC Plan must include the quality control test, of the Production Facility. Index tests derived from existing test methods may be developed and implemented, approval) to witness the test, and provide a report. Testing may be performed off-site, provided, successful test reports in the QC Plan. Hydrostatic testing will be subject to requalification after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section61-031919.pdf?sfvrsn=37877c37_1Pile Underrun Issue Final Draft and dissent
of test piles, dynamic load testing, static load testing, supplemental soil testing, etc. When, . Within five working days after driving all the test piles, completing all load tests, completing all, phases within five working days after driving all the test piles, completing all load tests, ? CONTRACTOR’S POSITION “The 2014 Standard Specification Section 455B provides requirements for Piling. Test, Guidelines (SDG 3.5.9 [10.7.3.3] and 3.5.10 [10.7.9] recommend that the plan test pile lengths should be 15
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Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer, the receipt of the load test data which represents the designated area. Do not begin static load testing, testing delays. Load test piles/shafts in the order directed by the Engineer. The Department, with transportation to assist as required during load test setup and conducting of the load tests, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts
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(minimum of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic, are as follows: (see 914-3 for qualifying tests for these conditions.) The Contractor shall provide information or test results to the District Materials Engineer to substantiate these properties. At least 97, Engineer. When blending is permitted blended material shall be tested to ensure the above, samples per source 914-3 Testing of Materials for Use as Stabilizer. No testing of any materials
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for testing the Spot Test and Solubility Test that is currently required to be ran on every, . Solubility testing will continue to be required. The Spot Test (AASHTO T-104) indicates compatibility, for an accredited testing laboratory that puts out false test results and/or certifies products without, of the testing or else have the technician test a split sample. In the event that three consecutive evaluations, to the qualified technician. Each technician then performs the required tests, and submits the test results
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by the manufacturer are as per specifications. No change made. 2. The Spec requires that the testing of pipe joints and gaskets to be done in the presence of the Engineer. a. Are these tests done at the job site or the fabrication facility? Response: The tests are done at the fabrication facility. b, or/and the plant is required to hire an independent firm and provide the test results to the Department (SMO, seems to single-out metal pipe as having a unique special testing requirement. We agree
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for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, ” Note: All pipe sizes above 96” must be tested on each individual size. Table 2 Hydrostatic Test, Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation Field sampling and Testing Manual, Florida Department of Transportation SCOPE, to the inspections, measurements, and necessary tests to substantiate materials and Pipe in conformity
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