9199 search results for test
D5560000.do
) ASTM D 2296 OR ASTM D2997 N/A (1) No hydrostatic test required (2) Dimensional tolerances only Unlessotherwise tested and approved by the Department, only use encasement pipe or uncased carrier, Testing: 556-4.3.1 Product Testing: When there is any indication that the installed product has, may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours unless otherwise approved by the Engineer. Furnish a copy of the test results
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by the owner. If the owner does not require pressure testing, the Engineer may require at least one test, ) ASTM D2996 or ASTM D2997 ASTM D2996 or ASTM D2997 (1) No hydrostatic test required (2) Dimensional tolerances only Unless otherwise tested and approved by the Department, only use encasement, from the leading edge of the casing. 556-4.3 Testing: 556-4.3.1 Testing Requirements: Ensure all, . Testing may consist of one of the following methods but must always meet or exceed Department testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/5560000.impl.pdf?sfvrsn=7f54dffa_06300301.FHWA
for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate, continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate wire at no additional cost. Make locate wire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/6300301.fhwa.pdf?sfvrsn=ba3c0348_06300301.fhwa
for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate, continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate wire at no additional cost. Make locate wire
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substituted: 455-15.6 Excavations: When pilot holes and/or load tests are performed, the Engineer will use the pilot hole and/or load test results to determine the authorized tip elevations, not begin until pilot hole and/or load test reports are approved by the Engineer. Shaft tip elevations based on pilot hole results and/or load tests may vary from the Tip Elevations presented in the plans, All Jobs. 4 plans, substitute Standard Penetration Tests (SPT) for coring. In such cases, supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4551506.origind.pdf?sfvrsn=372197d5_05340000.FHWA
for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing, with Section 6, independently certified test reports, and written certification that the product meets, ) with a uniform color, pattern, and texture as shown in the Plans. 534-76 Test Wall. Erect a test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/5340000.fhwa.pdf?sfvrsn=df4e24b8_0Dev660-995TPDS-726 (12-2-25) EFF 7-1-26
. Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing phase, test plans must include descriptions of test procedures; test form with areas for test result recording, test conductor, and witness signatures; pass/fail criteria; and test schedule. The test plan must include a detection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev660-995tpds-726-(12-2-25)-eff-7-1-26.pdf?sfvrsn=cad80104_3Dev660-995TPDS-725 (11-20-25) EFF thru 6-30-26
. Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing phase, test plans must include descriptions of test procedures; test form with areas for test result recording, test conductor, and witness signatures; pass/fail criteria; and test schedule. The test plan must include a detection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev660-995tpds-725-(11-20-25).pdf?sfvrsn=8c500c5d_3SS3340104
mixture, submit the proposed mix design with supporting test data indicating compliance with all mix, The Engineer will consider any marked variations from original test data for a mix design or any, LOTs will be evaluated based on the number of tests available, and will not be redefined. If a LOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss3340104.pdf?sfvrsn=47ebe3ce_04550513.resp
checks or re-drives of TEST PILES. Paying for all pile associated work as some arbitrary number, change to 455-5.12.1. Compensation for test pile set checks is covered in 455-11.2.9, and redrives, Anthony Walsh / Daytona Construction 386-943-5762: Section 455-11.5, Dynamic Load Tests Paragraph 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4550513.resp.pdf?sfvrsn=d334a2a5_0SS7110201
by the Engineer. Conduct field tests in accordance with FM 5-541. Remove and replace traffic stripes, FM-5-541. The Department reserves the right to test the markings within three days of receipt of the Contractor’s certification. The test readings should be representative of the Contractor’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7110201.pdf?sfvrsn=4ec2b13d_0fdot-bed25-977-03-sum
Highway 301 to conduct real-world noise tests, as those roads had all three types of sinusoidal rumble, making test runs at the sites at the designated speed limit and 5 mph above it. When the test runs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-03-sum.pdf?sfvrsn=c03d8b30_39820000FHWA
or other container. 982-2 Certification. TheContractor shall provide the Engineer a certified test, of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur, ) to be used based on the soil testing laboratory recommendations by matching the ratio of nutrients, to be fertilized in square feet. 2. Select fertilizer(s) to be used based on the soil testing laboratory
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false positive readings, using a sample size of 200 vehicles. 660-2.5.1 Field Test Requirements: Submit a test plan for the field acceptance test (FAT) to the Engineer for approval. The test plan must, all of the following FHWA Classified Vehicles for testing: Class I, Class 2, Class 3, and Class 5. The test plan must include a proof of the design test for the complete wrong way system, positive readings required by the Engineer. All detection accuracy testing shall occur at night between
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/6600201.origind.pdf?sfvrsn=a83b0bc2_02000200.origind
and testing. f. Method for sampling and reporting test results. 3. The Engineer will coordinate its, , build a preliminary stockpile not to exceed 1,000 cubic yards. 5. Collect and test a minimum, . The District Materials Office will sample and test the preliminary stockpile to verify compliance with this section. 6. If all test results meet the requirements of this section, the Engineer will notify, of test data performed by the District Materials Office. 7. If the use of existing rock is approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/2000200.origind.pdf?sfvrsn=6756b851_03301200.FHWA
testing in accordance with FM 5-509 with one pass of the rolling straightedge operated along the outside wheel path of each lane being tested. The Engineer may require additional testing at other, along the outside wheel path of each lane being tested. The Engineer may require additional testing, with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3301200.fhwa.pdf?sfvrsn=880592e6_07020000.comm
with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested in accordance, states” 1.2.1 Discussion—This test condition typically exists (1) after a rainfall has ended, Retroreflective performance obtained with this test in conditions of wetness does not necessarily relate, 702-4.4 Retroreflectivity Replace ASTM E2177 (Bucket Method) with ASTM E2176-01 (Standard Test Method, Testing of Traffic Marking Materials? Those procedures only reference methods for thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7020000.comm.pdf?sfvrsn=27ddc5df_07020000.comm
with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested in accordance, states” 1.2.1 Discussion—This test condition typically exists (1) after a rainfall has ended, Retroreflective performance obtained with this test in conditions of wetness does not necessarily relate, 702-4.4 Retroreflectivity Replace ASTM E2177 (Bucket Method) with ASTM E2176-01 (Standard Test Method, Testing of Traffic Marking Materials? Those procedures only reference methods for thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/7020000.comm.pdf?sfvrsn=a5472a76_05480206resp
made. 3. The height of the test wall shall be at least 20 feet or the highest wall on the project. Many walls are variable height over their length and the test densities should include those areas, language, density tests are required for every lift and lot placed during the construction of the wall construction with or without a test wall and subsequent construction. No change made. 4. The height of the test wall shall be at least 20 feet or the highest wall on the project. If the test wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5480206resp.pdf?sfvrsn=8860fae7_23340802.origind
: 334-8.2.2 Two or Less Sublot Test Results: In the event that two or less sublot test results, with no plus or minus signs.) Use the 1-Test column when there is only one sublot test result and use, Sublot Test Deviation 2 Sublot Test Average Deviation Asphalt Binder Content 1.05 0.00-0.23, Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation (1). Each density test result is the average of five cores. The target density is 93.00 percent of Gmm (92.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/3340802-origind.pdf?sfvrsn=dcc38751_2